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City Council Agenda Packet 06-26-2023AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 26, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Monticello Community Center 5 p.m. Discussion on Public Works Facility Mayor: Lloyd Hilgart Council Members: Charlotte Gabler, Tracy Hinz, Lee Martie, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from June 12, 2023 • Regular Meeting Minutes from June 12, 2023 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • City Announcements - July 411 Holiday Hours - Odd/Even Watering Schedule - PAR Needs Assessment • MCC Announcements - MCC Community Block Party F. Council Liaison Update • Library Board • EDA • MOAA • CMRP G. Department Updates • Finance Update • Construction Update 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2023-49 accepting donations for Walk & Roll Consideration of adopting Resolution 2023-50 accepting a donation from Weezies Beezies of $100 for sponsorship of planter Consideration of adopting Resolution 2023-51 accepting a grant from the Central Minnesota Arts Board in the amount of $20,000 for public art display at East Bridge Park G. Consideration of approving a special event permit from Monticello Supporting Veterans for the Wall That Heals event at Pinewood Elementary from July 20-23, 2023 H. Consideration of approving a Special Event Permit allowing exclusive use of Ellison Park and related assistance in conjunction with the Brewfest event on August 19,2023, and approval of temporary liquor license. Consideration of adopting Resolution 2023-52 approving Laws 2023, Regular Session, Chapter 64, Article 10, Section 40, relating to allowing the City of Monticello to impose a local option sales tax Consideration of authorizing the finance manager to attend the 2023 Springbrook Activate Conference in Las Vegas, Nevada from 10/25/23 through 10/27/23 at an estimated cost of $1,900 K. Consideration of adopting Resolution 2023-53 decertifying Tax Increment Financing (TIF) District #1-22 L. Consideration of adopting Resolution 2023-54 approving an amendment to the Monticello 2040 Vision + Plan (Comprehensive Plan), Chapter 3, "Land Use, Growth and Orderly Annexation", amending the text of the Plan to add flexibility for implementation of the Plan's goals and land use objectives for Industrial designations. Applicant: City of Monticello M. Consideration of approving a Conditional Use Permit for Home Occupation for Manufacturing which requires equipment other than that which is typically found in a dwelling, and use of an accessory building for said Home Occupation, which includes sales, in the R-1, Single -Family Residential. District: Applicant: Tyler, Berg N. Consideration of approving a Conditional Use Permit for an Accessory Structure — Major in the R-1, Single Family Residential District with a driveway leading to the detached structure in the rear yard. Applicant: Benjamin Roberg O. Consideration of accepting quotes and authorizing purchase of 2023 Chevrolet 4500 landscape truck for $65,407 for the Parks, Arts & Recreation Department P. Consideration of approving an amendment to Development Contract for the Wiha Addition Q. Consideration of adopting Resolution 2023-57 approving the replat of a portion of Country Club Manor Second Addition as Country Club Manor Third Addition, an amendment to Ordinance 804 to incorporate Country Club Manor Third Addition and approving a Development Contract for Country Club Manor Third Addition. Applicant: Delta Modular Construction, LLC R. Consideration of adopting Resolution 2023-56 in support of constructing a new Public Works Facility S. Consideration of adopting Resolution 2023-58 approving amendments to the designated Municipal State Aid Street System T. Consideration of approving a contract with Integrated Fire & Security for the replacement of the fire alarm system for the Monticello Community Center in the amount of $45,589 U. Consideration of approving a contract with McDowall Company for repairs and upgrades to the walk-in cooler repairs for the Hi -Way Liquors Store for a total cost of $124,949.69 V. Consideration of approving the appointment of Danielle Murdoff to the Parks, Arts, and Recreation Department 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. Consideration of adopting Resolution 2023-55 for vacation of drainage and utility easements as legally described for a portion of Country Club Manor Second Addition, with re-establishment per replat of Country Club Manor Third Addition. Applicant: CHC Monticello Townhomes LLC 4. Regular Agenda A. Consideration of approving plans, specifications, and authorization of advertisement of bids for the Downtown Roadway & Pedestrian Improvements Project B. Consideration of accepting the 2022 Annual Comprehensive Financial Report 5. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, June 12, 2023 — 4:30 p.m. Academy Room, Monticello Community Center Present: Charlotte Gabler, Lloyd Hilgart, Tracy Hinz, Lee Martie, Sam Murdoff Absent: None Staff: Rachel Leonard, Sarah Rathlisberger, Jennifer Schreiber, Angela Schumann, Matt Leonard, Tom Pawelk, Tracy Ergen 1. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 4:30 p.m. 2. Pointes at Cedar Update Rachel Leonard, City Administrator, gave an update on the Pointes at Cedar and contract for the first phase which was amended to build out only the southern portion of the lake. She noted that staff's proposal to City Council to pause the project with conditions and reallocate funding that was budgeted in 2023 to go towards the downtown project. The pause would be on actual construction of the project. The haulers would still be allowed to removed fill and to seed. The amount budgeted for the Pointes in 2023 was $510,000 with approximately $2,000 being spent. If this money is reallocated to the downtown project, any remaining funds needed would come from the liquor fund and capital projects fund. The contract with WSB won't be cancelled but paused. WSB will be notified when the project can resume, with the understanding that costs will be higher. Councilmembers spoke in support of pausing the project. The Pointes could possibly obtain more funding if the sales tax is approved by voters. Councilmember Gabler moved to authorize staff to pause the Pointes at Cedar project and reallocate the budgeted funds to the downtown project. Councilmember Martie seconded the motion. Motion carried unanimously. 3. Discussion of Public Works Facility Andrew Cooper and Maddy Peters, Oertel Architects, were present to give a presentation on the initial concept plans/ideas and projected cost of the new Public Works Facility. The team is currently working on concept design. Matt Leonard, City Engineer/Public Works Facility, noted that staff visited three facilities and there were pros and cons about each. Rachel Leonard added that staff is looking at basic quality functions and things that make staff more efficient. City Council Special Meeting Minutes —June 12, 2023 Oertel gave six concept examples and would like to move forward with two concepts into plan development. The potential project cost given was $38,740,267.43. There was some discussion primarily with concerns over the project cost. The architect noted that bids may come in lower or may come in higher moving that final cost up or down. A construction manager would help refine those costs. This item will be further discussed at another meeting. 4. Adjournment By consensus, the meeting was adjourned at 6:28 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes —June 12, 2023 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 12, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Charlotte Gabler, Tracy Hinz, Lee Martie and Sam Murdoff Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Murdoff moved approval of the agenda. Councilmember Hinz seconded. Motion carried unanimously. C. Approval of Meeting Minutes • Regular Meeting Minutes from May 22, 2023 Councilmember Gabler moved approval of the minutes. Councilmember Martie seconded. Motion carried unanimously. D. Citizen Comments • Jill Nelson, 4787 Cheyenne Court, questioned whether there were plans for sidewalk on Fallon Avenue near Little Mountain School. Matt Leonard, City Engineer/Public Works Director, noted that there are future plans for Fallon Avenue that include new utilities, however, funding is still in question. When the utilities/road are reconstructed, sidewalks will be included. E. Public Service Announcements • Haley Foster, Communications & Marketing Specialist, gave an update on the following: - The 2022 Consumer Confidence/Annual Water Report now available - Odd/Even Law Watering Schedule - Promote the City of Monticello's Projects Page & Construction Alerts - PAR Needs Assessment Survey - Music on the Mississippi - Farmers Market City Council Minutes: June 12, 2023 Page 1 1 4 F. Council Liaison Updates • BCOL— Councilmember Murdoff gave an update on the June 3, 2023, meeting. The board discussed the design for new athletic fields and overflow parking and a possible new shelter. • IEDC — Councilmember Hinz provided a recap of the June 6, 2023, meeting. The IEDC received a presentation on workforce by Wright County Economic Development. • Planning Commission — Councilmember Gabler gave an update on the Planning Commission meeting held June 6, 2023. There was a joint meeting of the Planning Commission and City Council before the regular meeting. This joint meeting was in regard to a concept plan for development proposal for housing project. The regular meeting included three public hearings: conditional use permit for accessory structure; conditional use permit for home occupation; and amendment to comprehensive plan. G. Department Update • Legislative Update — Rachel Leonard, City Administrator, gave an update on the latest legislation affecting the City. • Engineering/Public Works Update — Matt Leonard gave an annual update of the Engineering Department and Public Works Department. • Construction Update — Matt Leonard commented on the status of constructions projects in the city. 2. Consent Agenda: Councilmember Murdoff moved approval of the Consent Agenda. Councilmember Hinz seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $1,231,443.95. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for Streets, Hi -Way Liquors, and MCC and terminations for MCC, Parks, Hi -Way Liquors, and DMV. C. Consideration of approving the sale/disposal of surplus city property. Action taken: Approved as presented. D. Consideration of adopting Resolution 2023-45 accepting donations of $2,298.48 from the Wright County Fire Chief Association for Fire Department rescue harnesses and $370 from Reinke Food for Hi -Way Liquor general use. Action taken: Adopted the resolution accepting donations. City Council Minutes: June 12, 2023 Page 2 1 4 Consideration of approving an application for a temporary gambling permit for a raffle and bingo to be conducted by the Wright County Ducks Unlimited, Chapter 39 on July 30, 2023, at Nordic Brew Pub, 530 Cedar Street. Action taken: Approved the temporary gambling permit. Consideration of approving a special event permit for You're Not Alone for Raise the Ruff event on June 21, 2023. Action taken: Approved the special event permit. G. Consideration of amending 2023 city facility hours calendar to include Juneteenth and approval of additional holiday hours. Action taken: Approved the amendment to calendar and additional holiday hours. H. Consideration of approving plans and specifications and authorizing the advertisement of bids for the Flashing Yellow Arrow (FYA) Upgrades Project. Action taken: Approved plans and specifications and authorized advertisement of bids. Consideration of adopting Resolution 2023-46 calling for a public hearing on June 26, 2023, for vacation of drainage and utility easements as legally described for portion of Country Club Manor 2nd Addition. Action taken: Public hearing was set for June 26, 2023. J. Consideration of approving quote from Michels Power, Inc. for FiberNet installation within the Country Club Manor 2nd development for $78,012.93. Action taken: Approved contract with Michels Power, Inc. for $78,012.93. K. Consideration of approving the purchase of a permanent easement for improvements to County Ditch 33 for a total amount of $63,000. Action taken: Approved the purchase for $63,000. L. Consideration of approving a contract with McDowall Company for the replacement of HVAC system and connection of boilers for the Wastewater Treatment Plant in the amount of $83,054. Action taken: Approved the contract with McDowall Company for $83,054. M. Consideration of approving a contract with RJM Construction for repairs to the Monticello Community Center for a total cost of $166,613 contingent on approval from the League of MN Cities Insurance Trust. Action taken: Approved the contract with RJM Construction for $166,613. 2A. Consideration of items removed from the consent aeenda for discussion 3. Public Hearings: City Council Minutes: June 12, 2023 Page 3 1 4 4. Regular Agenda: Consideration of adoi ine Resolution 2023-47 accegtine bids and awarding oroiect to New Look Contracting, Inc. for the 2023 Elm Street Improvements Safe Routes to School Prosect in the amount of $1,174,235.25 and adopting Resolution 2023-48 accepting the grant Matt Leonard gave a brief overview of the project. He noted that three bids were received with the lowest bid being submitted by New Look Contracting. He noted that the West 7t" Street retaining wall by cub and the sidewalk by Wiha will be delayed until 2024 because of budget concerns. As part of the project, the City received a $500,000 grant from MNDOT to help offset costs. There was minimal discussion by the City Council. Councilmember Gabler moved to adopt Resolution 2023-47 accepting bids and awarding project to New Look Contracting, Inc. and Resolution 2023-48 accepting the Safe Routes to School grant. Councilmember Murdoff seconded the motion. Motion carried unanimously. 5. Adjournment: The meeting was adjourned at 7:17 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: June 12, 2023 Page 4 14 City Council Agenda: 6/26/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the bill and purchase card registers for a total amount of $1,013,107.25. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable CIT OF Computer Check Proof List by Vendor User: Debbie.Gulbrandson Montice Ro Printed: 06/20/2023 - 1:01PM Batch: 00201.06.2023 - 201.06.2023 USB wft Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2683751 05/2023 (16,843) CC Transactions 1,808.55 06/15/2023 609-49754-443980 2683751 05/2023 CC Machine Rental (3) 128.66 06/15/2023 609-49754-424100 Check Total: 1,937.21 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 2 ACH Enabled: True 40637031 FSA - Medical 73.05 06/15/2023 101-00000-217300 40637031 FSA - Dependent Care 192.30 06/15/2023 101-00000-217200 40649980 FSA - Medical 11.88 06/15/2023 101-00000-217300 Check Total: 277.23 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 3 ACH Enabled: True 6/16/2023 AARP Supplement/At Your Best 6.45 06/15/2023 226-45122-430900 Check Total: 6.45 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 4 ACH Enabled: True 6/1/2023 Life Insurance - June 2023 3,129.00 06/15/2023 101-00000-217066 Check Total: 3,129.00 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 5 ACH Enabled: True May May Sales Tax - Liquor 63,962.08 06/15/2023 609-00000-208100 May May Sales Tax - Liquor -0.08 06/15/2023 609-00000-362900 May May Use Tax - Liquor 5.97 06/15/2023 609-49754-421990 May May Use Tax - Liquor 0.03 06/15/2023 609-49754-421990 May May Sales Tax - General 336.35 06/15/2023 101-00000-208100 May May Sales Tax - General -0.35 06/15/2023 101-00000-362900 May May Waste Tax - General 150.11 06/15/2023 101-00000-208120 May May Waste Tax - General -1.11 06/15/2023 101-00000-362900 May May Sales Tax - DMV 2.48 06/15/2023 653-00000-208100 May May Sales Tax - DMV -0.48 06/15/2023 653-00000-362900 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference May May Sales Tax - MCC 6,265.08 06/15/2023 226-00000-208100 May May Sales Tax - MCC -0.08 06/15/2023 226-45122-362900 May May Sales Tax - Water 1,461.90 06/15/2023 601-00000-208100 May May Sales Tax - Water 0.10 06/15/2023 601-49440-443990 Check Total: 72,182.00 Vendor: 5147 MN PEIP Check Sequence: 6 ACH Enabled: True 1292013 Health Insurance - July 2025 47,635.67 06/15/2023 101-00000-217061 Check Total: 47,635.67 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 7 ACH Enabled: True 158333 Fitness Rewards - May 2023 17.25 06/15/2023 226-45122-430900 Check Total: 17.25 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 8 ACH Enabled: True UB April 2023 5005 - spklr - 822 Hart Blvd. 0.00 06/15/2023 101-43120-438200 UB April 2023 8631 - Animal Shelter 54.07 06/15/2023 101-42700-438200 UB April 2023 5026 - Ellison Park 27.03 06/15/2023 101-45201-438200 UB April 2023 8905 - PW Office 18.35 06/15/2023 101-43127-438200 UB April 2023 5002- spklr- 1510 Hart Blvd 0.00 06/15/2023 101-43120-438200 UB April 2023 8119 - 303 6th St - Parks Barn 73.24 06/15/2023 101-45201-438200 UB April 2023 7224 - WWTP 1,260.53 06/15/2023 602-49480-438200 UB April 2023 8394 - spklr - Riverside Cem. 0.00 06/15/2023 215-49010-438200 UB April 2023 7256-004 - 130 Brdwy- Stormwtr 29.75 06/15/2023 213-46301-438200 UB April 2023 5004 - spklr - 1390 Hart Blvd 0.00 06/15/2023 101-43120-438200 UB April 2023 7441 - spklr - 200 W. Broadway 0.00 06/15/2023 101-43120-438200 UB April 2023 14915 - spklr - 4100 1/2 Cedar 0.00 06/15/2023 101-43120-438200 UB April 2023 8528 - Monti -NSP Sftbll Fields 18.35 06/15/2023 101-45203-438200 UB April 2023 8086 - 4th St. Warming House 18.35 06/15/2023 101-45201-438200 UB April 2023 8177 - Library 54.07 06/15/2023 101-45501-438200 UB April 2023 8674 - spklr - 207 Chelsea Rd 0.00 06/15/2023 601-49440-438200 UB April 2023 8117 - MCC 1,078.04 06/15/2023 226-45126-438200 UB April 2023 8622 - Pioneer Park bathroom 18.35 06/15/2023 101-45201-438200 UB April 2023 10128 - DMV 53.20 06/15/2023 653-41990-438200 UB April 2023 8906 - spklr - PW 0.00 06/15/2023 101-43127-438200 UB April 2023 5569 - spklr - Meadow Oak Ave 0.00 06/15/2023 101-45201-438200 UB April 2023 8488 - spklr - Hillcrest Park 0.00 06/15/2023 101-45201-438200 UB April 2023 15291 - Commuter Lot- Stormwtr 61.25 06/15/2023 101-43120-438200 UB April 2023 13953 - spklr - Hwy25/SE Brdwy 0.00 06/15/2023 101-43120-438200 UB April 2023 15064 - spklr -Featherstone Pk 0.00 06/15/2023 101-45201-438200 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference UB April 2023 15363 - spklr- Fallon/7th St. 0.00 06/15/2023 101-43120-438200 UB April 2023 5248 - spklr - Bridge Park E 0.00 06/15/2023 101-45201-438200 UB April 2023 7885 - Facilities Maintenance 49.85 06/15/2023 701-00000-438200 UB April 2023 15292 - Dwntwn Parking-Stnnwtr 29.75 06/15/2023 101-43120-438200 UB April 2023 5249 - spklr - Bridge Park W 0.00 06/15/2023 101-45201-438200 UB April 2023 8533 - spklr Chelsea Rd Lft St 0.00 06/15/2023 602-49490-438200 UB April 2023 15362 - spklr-Fallon/Chelsea 0.00 06/15/2023 101-43120-438200 UB April 2023 7256-007 - 103 Pine St- EDA 0.00 06/15/2023 213-46301-438200 UB April 2023 5003 - spklr - 1460 Hart Blvd 0.00 06/15/2023 101-43120-438200 UB April 2023 8621 - spklr- Fenning and-a-bt 0.00 06/15/2023 101-43120-438200 UB April 2023 8903 - PW Shop/Clerical 881.26 06/15/2023 101-43127-438200 UB April 2023 8120 - Bldg. Inspec. Garage 49.85 06/15/2023 101-41940-438200 UB April 2023 10063 - spklr - Front St. Park 0.00 06/15/2023 101-45201-438200 UB April 2023 7256-008 - 112 River St. W EDA 0.00 06/15/2023 213-46301-438200 UB April 2023 10267 - spklr - Comm. Garden 0.00 06/15/2023 226-45127-438200 UB April 2023 5250 - Bridge Park W 28.96 06/15/2023 101-45201-438200 UB April 2023 8904 - PW Vehicle Storage 16.34 06/15/2023 101-43127-438200 UB April 2023 5637 - Meadow Oak Dog Park 7.74 06/15/2023 101-45201-438200 UB April 2023 7256-003 -349 Bdwy- MontiArts 49.85 06/15/2023 101-45204-438200 UB April 2023 8114 - Hi -Way Liquors 80.79 06/15/2023 609-49754-438200 UB April 2023 14522 - spklr - Hillside Cern. 0.00 06/15/2023 101-45201-438200 UB April 2023 15640 - 103 Chelsea Rd- Fire 87.50 06/15/2023 101-42200-438200 UB April 2023 7256-0010 - 101 Brdwy W -EDA 0.00 06/15/2023 213-46301-438200 UB April 2023 7256-0011 107 Brdwy W- EDA 0.00 06/15/2023 213-46301-438200 UB April 2023 7256-013 - 113 Brdwy W - EDA 0.00 06/15/2023 213-46301-438200 UB April 2023 7256-014 - 121 Brdwy W - EDA 0.00 06/15/2023 213-46301-438200 UB April 2023 16795-000- 213 Bdwy - MontArts 49.85 06/15/2023 101-45204-438200 UB April 2023 16726-000- 205 Pine St 49.85 06/15/2023 101-45201-438200 Check Total: 4,146.17 Vendor: 2282 MRI SOFTWARE Check Sequence: 9 ACH Enabled: True 1498535 May Background Checks (3) 69.00 06/15/2023 101-41410-431990 1498535 May Background Checks (1) 23.00 06/15/2023 226-45122-431990 1498535 May Background Checks (1) 37.00 06/15/2023 101-43120-431990 1498535 May Background Cheeks (3) 141.00 06/15/2023 609-49754-431990 Check Total: 270.00 Vendor: 4470 US BANK - BONDS Check Sequence: 10 ACH Enabled: True 2286596 GO Bonds 2014A - Interest 1,785.00 06/15/2023 703-00000-461100 2286597 GO Bonds 2015B - Interest 20,725.00 06/15/2023 319-47000-461100 2292283 GO Bonds 2016A - Interest 23,475.00 06/15/2023 320-47000-461100 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2292284 GO Bonds 2017A - Interest 38,320.00 06/15/2023 321-47000-461100 2292285 GO Bonds 2018A - Interest 58,443.76 06/15/2023 322-47000-461100 2301450 GO Bonds 2019A - Interest 65,443.75 06/15/2023 323-47000-461100 2301452 GO Bonds 2020A - Interest 13,608.75 06/15/2023 324-47000-461100 Check Total: 221,801.26 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 11 ACH Enabled: True 06/06/2023 AST - Picnic Prizes: Tumblers (10), Water Bottle 449.10 06/15/2023 101-41800-443990 06/06/2023 Safe Guard Security - Monthly Security Monitor 44.95 06/15/2023 701-00000-431990 06/06/2023 Runnings - Grass Seed 49.99 06/15/2023 101-43120-421990 06/06/2023 Runnings - Lag Bolts 0.72 06/15/2023 101-43120-421990 06/06/2023 USPS - Certified Letter 8.13 06/15/2023 101-43115-432200 06/06/2023 EDAM - 2023 Summer Conference Registration 355.00 06/15/2023 213-46301-433100 06/06/2023 EDAM - 2023 Summer Conference Registration 355.00 06/15/2023 213-46301-433100 06/06/2023 AST - (6) K540 Poles plus embr. - Tom P 176.70 06/15/2023 101-45201-421990 06/06/2023 Fleet Farm - Utility 13 - Fuel 101.71 06/15/2023 101-42200-421200 06/06/2023 M & M Express - (1) throttle control, (1) control 38.47 06/15/2023 101-45201-421990 06/06/2023 M&M Express - sales tax, reimbursement comin 2.84 06/15/2023 101-00000-115030 06/06/2023 US Bank - Quarterly Rebate -6,683.27 06/15/2023 101-00000-362970 06/06/2023 Arctic Glacier - Resale Ice #3455312307, 1502 953.19 06/15/2023 609-49750-425500 06/06/2023 Amazon - Art supplies, (2) surface prep material 91.38 06/15/2023 101-45204-421990 06/06/2023 Amazon - DVD movie for Movie in the Park Evi 13.06 06/15/2023 226-45127-431991 06/06/2023 Amazon - Wristbands for Kid Lifting 27.78 06/15/2023 226-45122-421990 06/06/2023 Amazon - Magnifying glass, (5) Pk jewelery mal 22.87 06/15/2023 101-45201-421990 06/06/2023 Amazon - (1) Pk of (5) earbuds with microphone 13.99 06/15/2023 101-45201-421990 06/06/2023 Amazon - Toys for pool 79.96 06/15/2023 226-45124-421990 06/06/2023 Amazon - 20 CT Protein bars, PB, Choc Chip, C 21.99 06/15/2023 226-45125-425410 06/06/2023 Amazon - Bday supplies - 3Pk lighters 152.86 06/15/2023 226-45123-421990 06/06/2023 Amazon - Office supplies (label tape) 28.29 06/15/2023 226-45122-421990 06/06/2023 AST - Lifeguard uniforms 180.00 06/15/2023 226-45124-421990 06/06/2023 Ausco - Volunteer t -shirts - youth 600.00 06/15/2023 101-45201-421990 06/06/2023 Auto Value - #220, #230 oil filters 21.81 06/15/2023 101-45201-421990 06/06/2023 Auto Value - mist parts for cushmen 216 48.95 06/15/2023 101-45203-421990 06/06/2023 Auto Value - Battery & shop supplies for Bertrar 164.76 06/15/2023 101-45201-422990 06/06/2023 Auto Value - parts for Toro line painter 9.37 06/15/2023 101-45201-421990 06/06/2023 Cintas - 4153732375, 4154422648, 4155122595 421.45 06/15/2023 609-49754-421990 06/06/2023 Cintas - 4154422729 - MCC 76.83 06/15/2023 226-45126-431990 06/06/2023 Cintas - 4153732397 - MCC 77.08 06/15/2023 701-00000-431990 06/06/2023 Costco - Folding chairs for events 85.89 06/15/2023 226-45122-421990 06/06/2023 Costco - cheeseburgers, chicken sandwhiches, sr 253.75 06/15/2023 226-45125-425410 06/06/2023 Cub - tin foil 10.72 06/15/2023 609-49754-421990 06/06/2023 Cub - Resale Limes 35.25 06/15/2023 609-49750-425500 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2023 Dacotah Paper - Wipes, TP, towels, gloves, misc 2,593.58 06/15/2023 701-00000-421990 06/06/2023 Dacotah Paper - Paper plates, cups, tissues - MC 254.10 06/15/2023 226-45125-421990 06/06/2023 Dacotah Paper - gloves, napkins, plastic spoons - 151.62 06/15/2023 226-45125-421990 06/06/2023 Dan & Jerrys - Flowers/plants (3) flats 89.97 06/15/2023 101-45201-440900 06/06/2023 Dan & Jerrys - Perennials (5) @ $9.99 69.94 06/15/2023 101-45201-440900 06/06/2023 Dan & Jerrys - Flowers/Plants (2) Perennial, (5) 51.14 06/15/2023 101-45201-440900 06/06/2023 Fastenal - Lockers/Cubbys for MCC 21.38 06/15/2023 101-45201-421990 06/06/2023 Fleet Farm - Mise tools/fittings/bushings, chains 471.24 06/15/2023 101-45201-421990 06/06/2023 Gopher Sports - Basketball hoop 211.68 06/15/2023 226-45126-421990 06/06/2023 Holiday - Diesel Fuel 14.112 GAL @ 3.999 - E1 56.43 06/15/2023 101-42200-421200 06/06/2023 Holiday - Diesel Fuel 18.405 GAL @ 3.999 - Tei 73.60 06/15/2023 101-42200-421200 06/06/2023 Home Depot - (2) combination locks 56.46 06/15/2023 101-45201-421990 06/06/2023 Home Depot - PVC cleaner/seal, thread tape, rpl, 101.99 06/15/2023 101-45201-421990 06/06/2023 Home Depot - ceiling draping, ext cord & hooks 45.85 06/15/2023 226-45123-421990 06/06/2023 Home Depot - ext cords for draping 33.94 06/15/2023 226-45123-421990 06/06/2023 Home Depot - Storage shelf 249.00 06/15/2023 101-42200-421990 06/06/2023 Home Depot - 25' cable, surface mount block 62.39 06/15/2023 101-45201-421990 06/06/2023 Home Depot - 60' edging, 20' edging, 8 pk anchc 59.94 06/15/2023 101-45201-422500 06/06/2023 Innovative - paper, pens, literature rack 180.50 06/15/2023 609-49754-421990 06/06/2023 Jimmy Johns - Dinner for staff meeting 64.18 06/15/2023 226-45125-443990 06/06/2023 Runnings - Paint mixers 38.98 06/15/2023 101-45201-421990 06/06/2023 Runnings - Fittings. clamps, fertilizer hose 47.44 06/15/2023 101-45201-421990 06/06/2023 Runnings - fitting 1-1/4" 7.79 06/15/2023 101-45201-421990 06/06/2023 Runnings - mig welding wire .030, 10LBS 37.99 06/15/2023 101-45201-421990 06/06/2023 Von Hanson - Pretzels (27), trail mix (20), for co 115.15 06/15/2023 226-45125-425410 06/06/2023 4Imprint - Key Chains for Walk & Roll/Summer 215.69 06/15/2023 101-45201-421990 06/06/2023 Amazon - Paper Towel Holder for DMV 7.99 06/15/2023 701-00000-421990 06/06/2023 Amazon - Kleenex, Candy, Wrist Rest, Cups, Sp 244.92 06/15/2023 101-41310-421990 06/06/2023 Amazon - Felt Tip Pens (HF) 6.39 06/15/2023 101-41310-421990 06/06/2023 Amazon - Color Coding Dot Stickers 9.89 06/15/2023 101-41310-421990 06/06/2023 Amazon - Handheld Scanner w/USB Connection 260.00 06/15/2023 702-00000-421990 06/06/2023 Amazon - Dynmo Label Printer - MCC Club Aw 119.99 06/15/2023 702-00000-421990 06/06/2023 Amazon - LCD Signature Capture Pad - MCC C 159.95 06/15/2023 702-00000-421990 06/06/2023 Amazon - Reusable Silverware Set (DG) 8.59 06/15/2023 101-41520-421990 06/06/2023 Amazon - Address Labels (3000), Register Papei 161.33 06/15/2023 653-41990-421990 06/06/2023 Amazon - Clover Receipt Paper Rolls 30.29 06/15/2023 101-41310-421990 06/06/2023 Amazon - 6 Outlet Surge Protector 17.98 06/15/2023 702-00000-421990 06/06/2023 Amazon - Pop Up Post Its, Packaging Tape (6 R< 41.28 06/15/2023 101-41310-421990 06/06/2023 Amazon - AAA Batteries (24 pk) 20.78 06/15/2023 101-43110-421990 06/06/2023 Amazon - 02 Sensor 165.00 06/15/2023 601-49440-421990 06/06/2023 Amazon - 2023-2024 Flip Desktop Calendar 10.98 06/15/2023 101-41310-421990 06/06/2023 Amazon - Gel Pens (36 pk), Clipboards (6 pk) 61.89 06/15/2023 101-41310-421990 06/06/2023 Amazon - 3 Ring Binders (4 pk) 19.37 06/15/2023 101-41310-421990 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2023 Amazon - Logitech Wireless Mouse & Keyboan 49.99 06/15/2023 702-00000-421990 06/06/2023 Amazon - Band Aids 3.49 06/15/2023 653-41990-421990 06/06/2023 Amazon - Pens (300 pk) 122.49 06/15/2023 653-41990-421990 06/06/2023 Ausco - Dept T Shirts (20) 80.00 06/15/2023 101-43120-421990 06/06/2023 Ausco - Dept T Shirts (6) 24.00 06/15/2023 601-49440-421990 06/06/2023 Ausco - Dept T Shirts (6) 24.00 06/15/2023 602-49490-421990 06/06/2023 Auto Value - HD Air Filter 30.21 06/15/2023 101-43127-422120 06/06/2023 Cintas - Mat Service @ DMV #4154422773 68.47 06/15/2023 653-41990-431990 06/06/2023 Dacotah Paper - Cleaning/Bathroom Supplies 576.33 06/15/2023 701-00000-421990 06/06/2023 FSS Solutions - dba Vault - DOT Screen 52.41 06/15/2023 101-43120-431990 06/06/2023 Gallup - Strength Finder - Leadership Team 479.92 06/15/2023 101-41800-431960 06/06/2023 GFOA - Capital Asset Resource Book 78.35 06/15/2023 101-41520-421990 06/06/2023 Grand View Lodge - Spring APWA Conference ( 191.34 06/15/2023 101-43110-433100 06/06/2023 Holiday - Unleaded Fuel .581 gal @ 3.449 2.74 06/15/2023 701-00000-421200 06/06/2023 Holiday - Truck Wash 10.00 06/15/2023 701-00000-421990 06/06/2023 Home Depot - Toilet Flapper, Tank Lever 11.46 06/15/2023 701-00000-421990 06/06/2023 Home Depot - 3/8" Brass Adapters (4) for Sprays 15.00 06/15/2023 101-43120-422100 06/06/2023 Home Depot - 3" Vinyl Numbers for Head End 6.51 06/15/2023 701-00000-421990 06/06/2023 Home Depot - Tank Lever 5.98 06/15/2023 701-00000-421990 06/06/2023 Jimmy Johns - Snow Plow Debrief Meeting over 182.54 06/15/2023 101-43125-443990 06/06/2023 Kwik Trip - Ice for Cooler 5.58 06/15/2023 101-43120-421990 06/06/2023 Microsoft - Cloud Storage Backups - April 2023 69.15 06/15/2023 702-00000-431900 06/06/2023 MN Equipment - Deflector Chute for 920 JD Mc 137.97 06/15/2023 101-43120-422100 06/06/2023 MinnCor - Title Stock Paper (3 pkgs) 105.00 06/15/2023 653-41990-421990 06/06/2023 Monti Chamber - April Lunch (AS) 20.00 06/15/2023 101-41910-443990 06/06/2023 Monti Chamber - April Lunch (JT) 20.00 06/15/2023 213-46301-443990 06/06/2023 Monti Chamber - April Lunch (ML) 20.00 06/15/2023 101-43110-443990 06/06/2023 Monti Chamber - April Lunch (TP) 20.00 06/15/2023 101-45201-443990 06/06/2023 Monti Chamber - April Lunch (HF) 25.00 06/15/2023 101-41310-443990 06/06/2023 Monti Chamber - April Lunch (VL) 25.00 06/15/2023 101-41910-443990 06/06/2023 Monti Chamber - April Lunch (SS) 10.00 06/15/2023 101-45204-443990 06/06/2023 Monti Vacuum Center - Wand, Brush Roll, Filter 155.23 06/15/2023 653-41990-421990 06/06/2023 NeoGov - Job Ad - Building Permit Tech 125.00 06/15/2023 101-41800-443300 06/06/2023 PQL - 17W LED Bulbs for Shop (25) 146.95 06/15/2023 101-43127-421990 06/06/2023 PQL - 17W LED Bulbs for Shop/Parking Garage 891.30 06/15/2023 101-43127-421990 06/06/2023 Republic - Monthly Shredding Service (CH) 40.12 06/15/2023 101-41310-431990 06/06/2023 Republic - Monthly Shredding Service (DMV) 40.12 06/15/2023 653-41990-431990 06/06/2023 Runnings - Batteries AA (16pk) 9V (4 pk) 36.98 06/15/2023 701-00000-421990 06/06/2023 Runnings - Toilet Flush Lever 7.99 06/15/2023 701-00000-421990 06/06/2023 Runnings - Liner, Misc Hardware (1/2) 4301 11.71 06/15/2023 601-49440-421990 06/06/2023 Runnings - Liner, Misc Hardware (1/2) #301 11.70 06/15/2023 602-49490-421990 06/06/2023 Runnings - Screws 8.09 06/15/2023 701-00000-421990 06/06/2023 Runnings - Valve Port, Adaptor for IBG Tank 67.58 06/15/2023 101-43125-422100 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2023 Runnings - Retractable Knife (2), Blades 29.47 06/15/2023 101-43120-421990 06/06/2023 Runnings - 45 Gal UTV Sprayer 649.99 06/15/2023 101-43120-424100 06/06/2023 Runnings - Water (5 cases) 17.45 06/15/2023 101-43120-421990 06/06/2023 Runnings - 50' Air Hose Reel 74.99 06/15/2023 101-43120-421990 06/06/2023 Runnings - Screws - Fence @ Dump 9.44 06/15/2023 101-43120-421990 06/06/2023 Runnings - Misc Screws- Fence @ Dump 6.89 06/15/2023 101-43120-421990 06/06/2023 Runnings - Bulk bin, mist nuts & bolts (2) 2.78 06/15/2023 101-45201-421990 06/06/2023 Sprayer Supplies - 3/4" Vari Spacing Bom Hose 108.41 06/15/2023 101-45201-421990 06/06/2023 USPS - Water Samples to MDH 15.85 06/15/2023 601-49440-432200 06/06/2023 Verizon - 3/21/23 - 4/20/23 1,160.30 06/15/2023 702-00000-432100 06/06/2023 Wahnart - Chips/Snacks - Snow Plow Debrief M 15.48 06/15/2023 101-43125-443990 06/06/2023 Walmart - Salads - Snow Plow Debrief Meeting 27.38 06/15/2023 101-43125-443990 06/06/2023 Waste Mgmt - April 2023 149.32 06/15/2023 101-45201-438400 06/06/2023 Waste Mgmt - April 2023 238.70 06/15/2023 101-43127-438400 06/06/2023 Waste Mgmt - April 2023 28.61 06/15/2023 609-49754-438400 06/06/2023 Waste Mgmt - April 2023 250.27 06/15/2023 226-45126-438400 06/06/2023 Waste Mgmt - April 2023 14.47 06/15/2023 101-45501-431990 06/06/2023 Waste Mgmt - April 2023 137.17 06/15/2023 602-49480-438400 06/06/2023 Waste Mgmt - April 2023 - Recycling 20,541.46 06/15/2023 101-43230-431990 06/06/2023 Waste Mgmt - April 2023 - Garbage 46,276.88 06/15/2023 101-43230-431990 06/06/2023 Waste Mgmt - April 2023 - GFEE 4,556.02 06/15/2023 101-00000-208120 06/06/2023 Martie's - Amine 4 (1 gal) 40.36 06/15/2023 101-43120-421990 06/06/2023 Radco - 24" hornet light & bracket 405.98 06/15/2023 101-45201-421990 06/06/2023 Radco - Bedslide Contractor 1500 - slide out bed 1,479.23 06/15/2023 101-45201-421990 06/06/2023 Amazon - Nutella & pretzel snack packs for con( 28.49 06/15/2023 226-45125-425410 06/06/2023 Amazon - 9V & AA batteries for Parks Shop 142.84 06/15/2023 101-45201-421990 06/06/2023 Amazon - Banner for Walk & Roll 69.95 06/15/2023 101-45201-421990 06/06/2023 Amazon - Banner flag & pole for Walk & Roll 79.98 06/15/2023 101-45201-421990 06/06/2023 Amazon - Swan key chain charms 7.99 06/15/2023 101-45201-421990 06/06/2023 Amazon - misc drapery parts for Mississippi Roc 17.70 06/15/2023 226-45126-421990 06/06/2023 Amazon - copier paper/labels 183.55 06/15/2023 226-45122-421990 06/06/2023 Amazon - Chem tubes for pool 54.00 06/15/2023 226-45126-421990 06/06/2023 Arctic Glacier - Resale ice #3456313606 574.60 06/15/2023 609-49750-425500 06/06/2023 Agricision - Tractor GPS system - onTrak HS 85 985.00 06/15/2023 101-45201-424100 06/06/2023 Costco - cheeseburgers, breakfast sand., yogurt - 71.97 06/15/2023 226-45125-425410 06/06/2023 Costco - cheeseburgers, chicken sand., snacks - c 161.41 06/15/2023 226-45125-425410 06/06/2023 Cub - Resale lemons & limes 65.42 06/15/2023 609-49750-425500 06/06/2023 Home Depot - (2) 100pks of stake flags - orange 19.94 06/15/2023 101-45201-421990 06/06/2023 Dan & Jenys - Flowers/Plants (3) Perennial, (3) 74.02 06/15/2023 101-45201-440900 06/06/2023 Fleet Farm - Keys & cable lock for Bertram Poo] 33.76 06/15/2023 226-45122-421990 06/06/2023 Fleet Farm - Keys returned - not working -3.98 06/15/2023 226-45122-421990 06/06/2023 Fleet Farm - Wheels for rehab trailer 39.98 06/15/2023 101-42200-422990 06/06/2023 Holiday - Diesel Fuel 10.950 GAL @ 3.899 - Tei 42.69 06/15/2023 101-42200-421200 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2023 Holiday - Diesel Fuel 17.891 GAL @ 3.899 - En 67.57 06/15/2023 101-42200-421200 06/06/2023 Holiday - Unleaded Fuel 6.038 GAL @ 3.389 - ( 20.46 06/15/2023 101-42200-421200 06/06/2023 Home Depot - plastic folding table 34.88 06/15/2023 226-45122-421990 06/06/2023 Home Depot - (10) bags of brown mulch 20.00 06/15/2023 101-45201-422500 06/06/2023 Home Depot - keys, padlocks, 10" spikes 29.15 06/15/2023 101-45201-421990 06/06/2023 Michaels - Assorted paints, assorted faux greens 171.02 06/15/2023 101-45204-421990 06/06/2023 Monticello Vacuum - Vacuum 445.00 06/15/2023 226-45126-421990 06/06/2023 Monti Chamber - Chamber lunch, Tom P. 25.00 06/15/2023 101-45201-443300 06/06/2023 Russell Security - 2 keys copied for YMCA Cam 16.00 06/15/2023 226-45122-421990 06/06/2023 Runnings - Foam for sprayer, penetrating oil 47.98 06/15/2023 101-45201-421600 06/06/2023 Runnings - (2) 1 -qt No Foam 25.98 06/15/2023 101-45201-421990 06/06/2023 Runnings - (1) Stihl HP oil, (24) Stihl HP oil, bul 111.93 06/15/2023 101-45201-421990 06/06/2023 Red's Service - Fuel 164.15 06/15/2023 101-45201-421200 06/06/2023 Red's Service - Fuel 147.41 06/15/2023 101-45201-421200 06/06/2023 Speedway - 15.027G unleaded @3.499 - Comm 52.58 06/15/2023 101-42200-421200 06/06/2023 Sign Man - Deposit: Window film for warehouse 1,217.50 06/15/2023 226-45122-421990 06/06/2023 Streichers - flashlight battery for streamlight 31.99 06/15/2023 101-42200-422100 06/06/2023 Wahnart - snacks/treats/drinks for Monti Arts 41.46 06/15/2023 101-45204-421990 06/06/2023 Wahnart - clock for Bertram Pool 11.78 06/15/2023 226-45122-421990 06/06/2023 Wahnart - rplcmt basket balls & waste baskets 58.96 06/15/2023 226-45122-421990 06/06/2023 Wahnart - assorted foilage for Monti Arts 47.91 06/15/2023 101-45204-421990 06/06/2023 Wahnart - Supplies for Bertram: sunscreen, bugs 47.86 06/15/2023 226-45122-421990 06/06/2023 Adobe - State Arts Grant - 5/2023 Service 29.99 06/15/2023 101-45204-431990 06/06/2023 AT&T Firstnet - Mobile unlmtd cards 76.46 06/15/2023 101-42200-432100 06/06/2023 Dish Network - June 2023 service 77.05 06/15/2023 609-49754-432500 06/06/2023 Nighthawk Security - June 2023 mthly security f 49.95 06/15/2023 701-00000-431990 06/06/2023 WHCE - Sunset Ponds Lift Station 4/1 - 5/1/23 153.53 06/15/2023 602-49490-438100 06/06/2023 WHCE - June 2023 Security Monitoring (7 accts 297.14 06/15/2023 701-00000-431900 06/06/2023 WHCE - General street lighting 1,493.19 06/15/2023 101-43160-438100 06/06/2023 Wright Cty - IUP/CUP Land Alteration Fee 512.00 06/15/2023 101-45201-431990 06/06/2023 Creativelive - credit for canellation of service -149.00 06/15/2023 101-00000-115030 06/06/2023 Grant Gopher - Start Pro - May 2023 Service 9.00 06/15/2023 101-45201-443300 06/06/2023 Dan & Jenys -(9) Annual/Accent 89.91 06/15/2023 101-45201-440900 06/06/2023 Runnings - Parts & Labor - Chainsaw repair 54.72 06/15/2023 101-45201-421990 06/06/2023 Home Depot - Repair parts for Pioneer, mist bar 68.81 06/15/2023 101-45201-422990 06/06/2023 Auto Value - Engine oil & air filters for Toro 41( 60.50 06/15/2023 101-45201-422990 06/06/2023 Runnings - Valve ball 3/8" 31.98 06/15/2023 101-43120-422100 06/06/2023 Russell Security - Keys for YMCA Camp Manitc 7.50 06/15/2023 226-45122-421990 06/06/2023 Russell Security - Keys for YMCA Camp Manitc 7.50 06/15/2023 226-45122-421990 06/06/2023 Northern Tool - 1 GAL Aquasphere PRO pond cl 729.93 06/15/2023 101-45201-421600 06/06/2023 Epic Sports - (3) base sets, (2) dig out tool, (20) 1 605.46 06/15/2023 101-45203-421990 06/06/2023 Pomps - Labor & parts: Air conditioning service, 229.04 06/15/2023 101-45201-440440 06/06/2023 Pomps - Sales tax charged, reimbursement comic 6.42 06/15/2023 101-00000-115030 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2023 AST - (1) vest, (2) pullover sweatshirt, (1) full zi 174.00 06/15/2023 101-45201-431990 06/06/2023 48 Hour Print - Feather Flags (2) - Walk & Roll 876.63 06/15/2023 101-45201-421990 06/06/2023 Amazon - Letter Tray 21.99 06/15/2023 101-45201-421990 06/06/2023 Amazon - Coffee Pods, Dish Wand, Air Freshnei 88.11 06/15/2023 101-43110-421990 06/06/2023 Amazon - Gallon & Quart Storage Bags 21.44 06/15/2023 101-43110-421990 06/06/2023 Amazon - Telephone Shoulder Rest, Clipboards 1 27.18 06/15/2023 101-41310-421990 06/06/2023 Amazon - Poly File Jackets (2 pks) 34.58 06/15/2023 101-45201-421990 06/06/2023 Amazon - Mouse Pad 7.49 06/15/2023 101-43110-421990 06/06/2023 Amazon - AA Batteries (20 Ct) (2 pks) 22.64 06/15/2023 101-45201-421990 06/06/2023 Amazon - Permit Bags (1,000) 145.63 06/15/2023 101-42400-421990 06/06/2023 Amazon - Clipboards (6 pk), Poly File Folders (f 23.96 06/15/2023 101-41310-421990 06/06/2023 Cintas - Mat Service #4155808583 59.02 06/15/2023 653-41990-431990 06/06/2023 Cintas - Mat Service #4157083896 67.10 06/15/2023 653-41990-431990 06/06/2023 CWP - 1/2" 5000 PSI Hydraulic Hose, Hydraulic 120.96 06/15/2023 101-43120-422100 06/06/2023 Dacotah Paper - Cups, Paper Towels @ PW 829.35 06/15/2023 701-00000-421990 06/06/2023 EATI - DOT Strobe Light System for Plow True] 1,909.54 06/15/2023 101-43125-422100 06/06/2023 EATI - Sound Off Signal Mini Bars for Plow Tn 2,974.32 06/15/2023 101-43125-422100 06/06/2023 Fleet Farm - Ammonia 2.59 06/15/2023 601-49440-421990 06/06/2023 Grainger - Insect Repellent (8) (1/2) 39.99 06/15/2023 601-49440-421990 06/06/2023 Grainger - Insect Repellent (8) (1/2) 39.99 06/15/2023 602-49490-421990 06/06/2023 Grainger - Sunscreen (50 pk) (2) (1/2) 45.88 06/15/2023 602-49490-421990 06/06/2023 Grainger - Sunscreen (50 pk) (2) (1/2) 45.88 06/15/2023 601-49440-421990 06/06/2023 Home Depot - 5 Burner Gas Grill 299.00 06/15/2023 101-43110-421990 06/06/2023 Home Depot - Blue Monster Pipe Tape (3) 12.80 06/15/2023 101-43127-421990 06/06/2023 Home Depot - 60 lb Quickrete (2) 13.96 06/15/2023 101-43120-422400 06/06/2023 Martie's - Alfalfa Seed & White Dutch Clover Sf 12.50 06/15/2023 101-43120-421990 06/06/2023 Microsoft - 365 Licenses - April 2023 105.62 06/15/2023 702-00000-431900 06/06/2023 Microsoft - Email Online Services - April 2023 212.00 06/15/2023 702-00000-431900 06/06/2023 Microsoft - Email Online Services (AS) - April 2 36.00 06/15/2023 702-00000-431900 06/06/2023 Microsoft - Email & Teams for MCC Maintenan 40.00 06/15/2023 702-00000-431900 06/06/2023 Monti Chamber - May Lunch (JT) 20.00 06/15/2023 213-46301-443990 06/06/2023 Monti Printing - Spring/Summer Newsletter Post 1,324.70 06/15/2023 101-41310-431950 06/06/2023 Nisswa A & W - Used City Card in Error (ML R, 5.36 06/15/2023 101-00000-115030 06/06/2023 Northern Tool - Deep Tool Box - Truck# 143 489.99 06/15/2023 101-43120-421990 06/06/2023 OtterBox - I Pad Case w/Kickstand, Strap 48.97 06/15/2023 101-43110-421990 06/06/2023 Ralphie's - Unleaded Fuel 2.86 gals @ $3.499 10.01 06/15/2023 101-43120-421200 06/06/2023 Runnings - Valve Balls (2), Hose Barb 43.47 06/15/2023 101-43120-422100 06/06/2023 Runnings - Utility Knife, Various Plugs (6) 22.83 06/15/2023 101-43127-421990 06/06/2023 Runnings - Colored Electrical Tape (6 pk), Brass 18.48 06/15/2023 101-43127-421990 06/06/2023 Runnings - Bug Spray (2 pk) 9.99 06/15/2023 101-43120-421990 06/06/2023 Runnings - Weed Killer & Sprayer (1/2) 26.49 06/15/2023 601-49440-421600 06/06/2023 Runnings - Weed Killer & Sprayer (1/2) 26.49 06/15/2023 602-49490-421990 06/06/2023 Runnings - Pipe for Trailer 8.00 06/15/2023 101-43120-422100 AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2023 Runnings - Chains (2) 53.98 06/15/2023 101-43120-422100 06/06/2023 Runnings - Water (4 cases) 13.96 06/15/2023 101-43120-421990 06/06/2023 Up North Painting - Wash, Prime, Paint - Well H 2,450.00 06/15/2023 601-49440-440600 06/06/2023 USPS - Mail Part 6.45 06/15/2023 101-43127-421990 06/06/2023 Wahnart - Markers/Pens 18.60 06/15/2023 101-41310-421990 06/06/2023 Wahnart - Candy for Walk & Roll 305.13 06/15/2023 101-41310-444140 06/06/2023 Weebly - MCC Webiste Domain Renewal 18.00 06/15/2023 702-00000-443300 06/06/2023 Amazon - Supplies 0.40 06/15/2023 101-41310-421990 Check Total: 108,410.17 Total for Check Run: Vendor: 2438 VANCO SERVICES LLC Total of Number of Checks: 13 Check Sequence: 12 ACH Enabled: True 00013529731 Vanco Gateway Exchange - May (1/2) 60.48 06/15/2023 601-49440-443980 00013529731 Vanco Gateway Exchange - May (1/2) 60.47 06/15/2023 602-49490-443980 Check Total: 120.95 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns June 2023 Liq Store CC Fees (WF -0990) 9,393.54 June 2023 WF account interest earnings 0.00 June 2023 UB CC Fees (AmEx -8910) 68.74 June 2023 CH CC Fees (WF -0999) 400.46 June 2023 MCC CC Fees (iAccess FM -1476) 139.65 June 2023 UB CC Fees (AmEx -8910) 68.73 June 2023 WF account bank charges 1,547.13 June 2023 MCC CC Fees (Daxco- 2887) 2,024.62 June 2023 UB CC Fees (Bluefin - 7022) 1,427.69 June 2023 UB CC Fees (Bluefin - 7022) 1,427.69 June 2023 Global Payments - CivicRec 261.70 June 2023 Brain Tree CC Fees (Bldg) 0.00 June 2023 Authorize.Net CC Fees (Bldg) 184.08 June 2023 MCC CC Fees (Clover- Fmrs Mkt) 32.16 Check Total: 16,976.19 Total for Check Run: 476,909.55 Total of Number of Checks: 13 Check Sequence: 13 06/15/2023 609-49754-443980 06/15/2023 101-00000-362110 06/15/2023 601-49440-443980 06/15/2023 101-41520-443980 06/15/2023 226-45127-431992 06/15/2023 602-49490-443980 06/15/2023 101-41520-443980 06/15/2023 226-45122-443980 06/15/2023 601-49440-443980 06/15/2023 602-49490-443980 06/15/2023 101-45201-443980 06/15/2023 101-42400-443980 06/15/2023 101-42400-443980 06/15/2023 226-45127-431992 ACH Enabled: True The preceding list of bills payable was reviewed and approved for payment. Date: 6/26/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (06/20/2023 - 1:01 PM) Page 10 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Julie.Cheney Printed: 06/22/2023 - 8:21AM Batch: 00204.06.2023 - 204.06.2023 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 61693 June City Announcements (3900) 1,052.55 06/27/2023 101-41310-443990 61693 UB June Invoices (3885) Print, Fold, Stuff, Enve 775.94 06/27/2023 601-49440-431800 61693 UB June Invoices (3885) Print, Fold, Stuff, Enve 775.94 06/27/2023 602-49490-431800 Check Total: 2,604.43 Vendor: 6249 LINDSAY WELLS & ADAM JOHNSON Check Sequence: 2 ACH Enabled: False 6/21/2023 22C006 - Ditch 33 Easement 63,000.00 06/27/2023 652-00000-161010 Check Total: 63,000.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 3 ACH Enabled: False 3608013 Resale - Beer 455.20 06/27/2023 609-49750-425200 3608452 Resale - Beer 29.60 06/27/2023 609-49750-425200 3609030 Resale - Beer 166.20 06/27/2023 609-49750-425200 3609407 Resale - Beer 46.20 06/27/2023 609-49750-425200 3610091 Resale - Beer 153.75 06/27/2023 609-49750-425200 Check Total: 850.95 Vendor: 4502 ARVIG Check Sequence: 4 ACH Enabled: True 6/8/2023 IT Services - June 2023 73.00 06/27/2023 702-00000-431900 Check Total: 73.00 Vendor: 1046 AUTHORITY FENCE & DECK INC Check Sequence: 5 ACH Enabled: False 23323 Fence Repair @ Cemetery - 48" Chain Link Fen 1,775.00 06/27/2023 101-45201-440990 Check Total: 1,775.00 Vendor: 5486 HEIDI BARTHEL Check Sequence: 6 ACH Enabled: False 06/19/23 Farmers Market Token Log - 06/08/2023 35.00 06/27/2023 226-45127-431992 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 35.00 Check Sequence: 7 2,313.51 Check Total: Vendor: 1062 BEAUDRY OIL COMPANY 2354493 Diesel Fuel (770.4 gals) @ 2.698 2354495 Unleaded Fuel (370.7 gals) @ 2.699 2360057 Install Hardwall Curb Hoses (2) 17ft & 20ft 2360254 Diesel Fuel (360.20 gals) @ $2.644 2360255 Unleaded Fuel (612 gals) @ $2.662 06/27/2023 Check Total: Vendor: 1065 BELLBOY CORPORATION 106911700 Bags - (500) 60#, (500) 50#, 26 qt cooler 106911700 Resale - Grenadine, sweet & sour mix, mojito 106911700 Freight 106943700 Freight 106943700 Resale - Bloody Mary mix 106943700 Resale - Hot asparagus 106966200 Freight 106966200 Resale - Lemon/lime sour, lime juice 106966200 Resale - Pineapple juice 99685300 Resale - Liquor 99685300 Freight 99719600 Resale - Liquor credit 99774100 Resale - Liquor 99774100 Freight 99835700 Resale - wine 99835700 Resale - Liquor 99835700 Freight 0.90 Check Total: Vendor: 1067 BERNICK'S 10087907 Resale - water, pop, gatorade, premix pop, bubbl 10087908 Premix canister return 10087931 Resale - Beer 10087931 Resale - NA Beer 10087932 Resale - Pop 10090658 Resale - Beer 10090658 Resale - NA Beer 10090659 Resale - Premix pop 10090659 Resale - pop, gatorade, juice, bubblr 35.00 Check Sequence: 7 2,313.51 06/27/2023 06/27/2023 101-43120-421200 1,113.58 226-45123-421990 06/27/2023 101-43120-421200 570.00 131.50 06/27/2023 101-43120-440990 1,062.23 06/27/2023 06/27/2023 101-43120-421200 1,815.80 609-49750-425200 06/27/2023 101-43120-421200 6,875.12 255.50 06/27/2023 226-45123-421990 551.76 06/27/2023 226-45125-425410 Check Sequence: 8 175.50 06/27/2023 609-49754-421990 250.00 06/27/2023 609-49750-425400 1.95 06/27/2023 609-49750-433300 0.44 06/27/2023 609-49750-433300 48.00 06/27/2023 609-49750-425400 48.30 06/27/2023 609-49750-425500 0.90 06/27/2023 609-49750-433300 137.65 06/27/2023 609-49750-425400 58.25 06/27/2023 609-49750-425500 9,729.60 06/27/2023 609-49750-425100 129.24 06/27/2023 609-49750-433300 -49.43 06/27/2023 609-49750-425100 12,158.33 06/27/2023 609-49750-425100 115.91 06/27/2023 609-49750-433300 381.00 06/27/2023 609-49750-425300 3,754.69 06/27/2023 609-49750-425100 55.82 06/27/2023 609-49750-433300 26,996.15 Check Sequence: 9 479.06 06/27/2023 226-45125-425410 -6.00 06/27/2023 226-45123-421990 3,724.55 06/27/2023 609-49750-425200 131.50 06/27/2023 609-49750-425400 114.32 06/27/2023 609-49750-425400 1,640.35 06/27/2023 609-49750-425200 117.85 06/27/2023 609-49750-425400 255.50 06/27/2023 226-45123-421990 551.76 06/27/2023 226-45125-425410 ACH Enabled: True ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 7,008.89 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 10 ACH Enabled: True 0313429 23C003 - Monti Parks, Arts & Rec Comp 10,525.00 06/27/2023 101-45201-431990 Check Total: 10,525.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 11 ACH Enabled: False 110711425 Freight 42.63 06/27/2023 609-49750-433300 110711425 Resale- Liquor 3,132.82 06/27/2023 609-49750-425100 110711425 Resale - Margarita mix 30.11 06/27/2023 609-49750-425400 110815560 Freight 49.52 06/27/2023 609-49750-433300 110815560 Resale - Wine 596.00 06/27/2023 609-49750-425300 110815560 Resale - clamato juice 53.55 06/27/2023 609-49750-425400 110815560 Resale- Liquor 3,610.82 06/27/2023 609-49750-425100 411033709 Resale - Liquor credit -567.36 06/27/2023 609-49750-425100 411033709 Resale - Lime juice credit -72.00 06/27/2023 609-49750-425400 411033709 Freight -9.08 06/27/2023 609-49750-433300 Check Total: 6,867.01 Vendor: 6223 WILLIAM MERRIT BUSSIERE Check Sequence: 12 ACH Enabled: False 6/19/2023 Music Performance - 7/6/23 @ Farmer's Market 125.00 06/27/2023 226-45127-431991 Check Total: 125.00 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 13 ACH Enabled: True 2348-000OG 250 23D006 - Monticello Lakes - May 2023 64.00 06/27/2023 101-00000-220110 2348-000OG 250 22C005 - Downtown Roadway & Pedestrian Iml 368.00 06/27/2023 400-43300-459025 2348-000OG 250 PW Admin - May 2023 78.00 06/27/2023 101-43110-431990 2348-000OG 250 General Admin - May 2023 2,210.10 06/27/2023 101-41610-430400 2348-OOOIG 160 Building Code Enforcement- May 2023 95.00 06/27/2023 101-42400-430400 2348-0148G 52 16C006 - Fallon Ave Condemnation - May 2023 117.08 06/27/2023 400-43300-430400 2348-0163G 15 20D002 - Haven Ridge Plat - May 2023 121.60 06/27/2023 101-00000-220110 2348-0171G 9 21D002 - Edmonson Ridge - May 2023 75.00 06/27/2023 101-00000-220110 2348-0175G 10 20D002 - Haven Ridge 1 st Addition Plat - May, 420.00 06/27/2023 101-00000-220110 2348-0188G 6 22D003 - Block 52 First Addition - May 2023 90.00 06/27/2023 101-00000-220110 2348-0192G 7 Sawazke PA - May 2023 1,219.50 06/27/2023 101-41610-430400 2348-0195G 3 Froslic Purchase Agreement - May 2023 2,163.72 06/27/2023 101-45201-431990 Check Total: 7,022.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 ACH Enabled: True AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2846262 Resale - Beer credit -102.83 06/27/2023 609-49750-425200 2846372 Resale - Beer 13,069.57 06/27/2023 609-49750-425200 2846372 Resale - NA Beer, soda: rootbeer, donut, club, le 293.25 06/27/2023 609-49750-425400 2846372 Resale - Orange juice 52.00 06/27/2023 609-49750-425500 2848748 Resale - Beer 1,930.60 06/27/2023 609-49750-425200 2849343 Resale - Beer credit -40.32 06/27/2023 609-49750-425200 2849447 Resale - Beer 17,353.05 06/27/2023 609-49750-425200 2849447 Resale - NA Beer, club soda, bloody mary mix 339.49 06/27/2023 609-49750-425400 2849447 Resale - cranberry & orange juice 81.78 06/27/2023 609-49750-425500 Check Total: 32,976.59 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 15 ACH Enabled: False 25130 Resale - Wine 855.00 06/27/2023 609-49750-425300 Check Total: 855.00 Vendor: 1104 CENTRAL LANDSCAPE SUPPLY Check Sequence: 16 ACH Enabled: False 319177 Trees: Redmond Linden (1), Matador Maple (2) 540.00 06/27/2023 101-43120-421990 Check Total: 540.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 17 ACH Enabled: True 1917590-2 Resale - Beer -997.50 06/27/2023 609-49750-425200 1923015 Resale - Beer 29,122.96 06/27/2023 609-49750-425200 1923015 Resale - NA Beer & rootbeer 80.00 06/27/2023 609-49750-425400 1923328 Resale - Beer credit -36.00 06/27/2023 609-49750-425200 1925785 Resale - Beer 6,188.75 06/27/2023 609-49750-425200 1927397 Resale - Beer 43,479.09 06/27/2023 609-49750-425200 1927397 Resale - Liquid blue ice 160.00 06/27/2023 609-49750-425400 1928502 Resale - Beer 1,198.10 06/27/2023 609-49750-425200 1931513 Resale - Beer 1,736.80 06/27/2023 609-49750-425200 1931513 Resale - NA Beer 713.85 06/27/2023 609-49750-425400 1933915 Resale - Beer 350.00 06/27/2023 609-49750-425200 Check Total: 81,996.05 Vendor: 5105 DELL MARKETING LP Check Sequence: 18 ACH Enabled: False 10668060569 Epson Workforce Pro Wireless All in One Printer 99.99 06/27/2023 702-00000-421990 Check Total: 99.99 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 19 ACH Enabled: True 1628823 Resale - Beer 795.65 06/27/2023 609-49750-425200 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 1629212 Resale - Beer 2,932.50 06/27/2023 609-49750-425200 1632565 Resale - Beer 2,253.55 06/27/2023 609-49750-425200 1632565 Resale - Blue curcao 42.00 06/27/2023 609-49750-425400 Check Total: 6,023.70 Vendor: 6126 DREKKAR BREWING CO LLC Check Sequence: 20 ACH Enabled: False 15948 Resale - Beer 202.50 06/27/2023 609-49750-425200 Check Total: 202.50 Vendor: 1722 ENVIRONMENTAL EQUIPMENT & SERVIC] Check Sequence: 21 ACH Enabled: False 23078 Spring Plated Steel (2), Eye Bolts (2), Brackets ( 142.78 06/27/2023 101-43120-422100 Check Total: 142.78 Vendor: 5109 DARRELL ERVASTI Check Sequence: 22 ACH Enabled: False 15657 White Field Marking Chalk (1 Pallet), Packing C 1,094.00 06/27/2023 101-45203-421990 Check Total: 1,094.00 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 23 ACH Enabled: False WL005773-1 Meter - Mach 10 R900I (WiHa/Buchholz) 1,123.32 06/27/2023 601-49440-422710 WL005784 Meter Flag Kits (2) 635.98 06/27/2023 601-49440-422710 Check Total: 1,759.30 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 24 ACH Enabled: True 6/8/2023 June 2023 - Phone - City Hall 747.59 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - MCC 538.59 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - Ballfields 19.35 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - DMV 274.95 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - Hi Way Liquor 352.35 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - Fire Hall 400.80 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - Public Works 1,280.19 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - Parks 111.87 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Phone - Prairie Center 12.82 06/27/2023 702-00000-432100 6/8/2023 June 2023 - Internet - City Hall 248.90 06/27/2023 702-00000-432300 6/8/2023 June 2023 - Internet - MCC 10.00 06/27/2023 702-00000-432300 6/8/2023 June 2023 - Internet - DMV 89.90 06/27/2023 702-00000-432300 6/8/2023 June 2023 - Internet - Hi Way Liquor 45.95 06/27/2023 702-00000-432300 6/8/2023 June 2023 - Internet - Fire Hall 170.90 06/27/2023 702-00000-432300 6/8/2023 June 2023 - Internet - Animal Shelter 33.95 06/27/2023 702-00000-432300 6/8/2023 June 2023 - Internet - Public Works 53.95 06/27/2023 702-00000-432300 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 6/8/2023 June 2023 - Cable - Fire Hall 127.85 06/27/2023 101-42200-431990 6/8/2023 June 2023 - Cable - MCC 202.85 06/27/2023 226-45127-432500 6/8/2023 June 2023 - Data Hosting 500.00 06/27/2023 702-00000-431900 6/8/2023 June 2023 - Service Contract 250.00 06/27/2023 702-00000-431900 6/8/2023 June 2023 - Phone & Internet - Monti Arts 149.58 06/27/2023 101-45204-431990 Check Total: 5,622.34 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 25 ACH Enabled: False 173339 5" x 2.5" Storz 225.00 06/27/2023 101-42200-421990 173596 SpeedLay Trays (2) 1,350.00 06/27/2023 101-42200-424100 Check Total: 1,575.00 Vendor: 5967 HALEY FOSTER Check Sequence: 26 ACH Enabled: True 6/20/2023 Mileage Reimbursement Jan - May 2023 (7.2 mi 4.72 06/27/2023 101-41310-433100 Check Total: 4.72 Vendor: 6245 G & M OUTDOORS Check Sequence: 27 ACH Enabled: False 6/8/2023 Water Use Permit - Dep $$2000 - $42.75 Used 850.00 06/27/2023 601-00000-220111 6/8/2023 Water Use Permit - Dep $$2000 - $42.75 Used -40.00 06/27/2023 601-49440-371120 6/8/2023 Water Use Permit - Dep $$2000 - $42.75 Used -2.75 06/27/2023 601-00000-208100 Check Total: 807.25 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 28 ACH Enabled: True 06/19/23 Farmer's Market Token Log - 5/25-6/15/23 40.00 06/27/2023 226-45127-431992 Check Total: 40.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 29 ACH Enabled: True 3050607 May 2023 Tickets (243) - 1/2 Water 157.95 06/27/2023 601-49440-432770 3050607 May 2023 Tickets (243) - 1/2 Sewer 157.95 06/27/2023 602-49490-432770 Check Total: 315.90 Vendor: 1205 GRAINGER INC Check Sequence: 30 ACH Enabled: False 9739026590 GP Motor 7 1/2 HP, 460V 1,385.36 06/27/2023 701-00000-421990 Check Total: 1,385.36 Vendor: 5482 GRANITE ELECTRONICS, INC. Check Sequence: 31 ACH Enabled: False 154014469-1 Antenna Kit, Antenna Mag Mount Kit 70.65 06/27/2023 101-45201-421990 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 7 Check Total: 70.65 Vendor: 1223 HAWKINS INC Check Sequence: 32 ACH Enabled: True 6490312 Aluminum Sulfate Liquid - WWTP 6,990.95 06/27/2023 602-49480-421990 6493010 Pool Chemicals 716.38 06/27/2023 701-00000-421600 6493497 Pool Chemicals 812.64 06/27/2023 701-00000-421600 6498848 Chlorine Cylinders (5) 50.00 06/27/2023 601-49440-421600 Check Total: 8,569.97 Vendor: UB*01417 SHIRLEY HEGER Check Sequence: 33 ACH Enabled: False Refund Check 21.86 09/14/2022 601-00000-202010 Check Total: 21.86 Vendor: 6013 I.M.S. - INDUSTRIAL MAINTENANCE SUPP Check Sequence: 34 ACH Enabled: False 57169B Catch Basin Repairs (4) 2,000.00 06/27/2023 652-49880-440990 Check Total: 2,000.00 Vendor: 4745 ILLINOIS CASUALTY COMPANY Check Sequence: 35 ACH Enabled: False LL103171 2023 Renew Liquor Liability Insurance 7/16/23 - 7/15 1,532.00 06/27/2023 609-49754-436100 Check Total: 1,532.00 Vendor: 5751 TODD JAMESON Check Sequence: 36 ACH Enabled: False 06/19/23 Performance @ Farmer's Market 7/13/23 200.00 06/27/2023 226-45127-431991 Check Total: 200.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 37 ACH Enabled: False 2312506 Freight 6.88 06/27/2023 609-49750-433300 2312506 Resale- Liquor 751.56 06/27/2023 609-49750-425100 2312507 Resale - Wine 47.40 06/27/2023 609-49750-425300 2312507 Freight 1.72 06/27/2023 609-49750-433300 2313025 Resale - Liquor 2,707.85 06/27/2023 609-49750-425100 2313025 Freight 59.50 06/27/2023 609-49750-433300 2313026 Resale- Wine 2,097.62 06/27/2023 609-49750-425300 2313026 Resale - Margarita mixes, salt 82.65 06/27/2023 609-49750-425400 2313026 Freight 63.64 06/27/2023 609-49750-433300 2314627 Freight 55.61 06/27/2023 609-49750-433300 2314627 Resale - Liquor 4,054.11 06/27/2023 609-49750-425100 2314628 Resale - Margarita mix 210.00 06/27/2023 609-49750-425400 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 2314628 Freight 34.40 06/27/2023 609-49750-433300 2314628 Resale- Wine 994.88 06/27/2023 609-49750-425300 2314629 Resale - Beer 54.00 06/27/2023 609-49750-425200 2316468 Resale - Liquor 180.00 06/27/2023 609-49750-425100 2316468 Freight 1.72 06/27/2023 609-49750-433300 2316469 Freight 14.62 06/27/2023 609-49750-433300 2316469 Resale- Wine 1,144.65 06/27/2023 609-49750-425300 2317207 Resale - Liquor 2,206.50 06/27/2023 609-49750-425100 2317207 Freight 43.00 06/27/2023 609-49750-433300 2318395 Freight 40.43 06/27/2023 609-49750-433300 2318395 Resale - Liquor 1,879.60 06/27/2023 609-49750-425100 2318396 Resale- Wine 1,823.56 06/27/2023 609-49750-425300 2318396 Freight 43.57 06/27/2023 609-49750-433300 2319784 Freight 8.60 06/27/2023 609-49750-433300 2319784 Resale- Liquor 603.70 06/27/2023 609-49750-425100 2319785 Resale- wine 831.52 06/27/2023 609-49750-425300 2319785 Freight 20.64 06/27/2023 609-49750-433300 2322032 Resale - Liquor 1,551.10 06/27/2023 609-49750-425100 2322032 Freight 25.80 06/27/2023 609-49750-433300 Check Total: 21,640.83 Vendor: 5214 JOHNSON FITNESS & WELLNESS Check Sequence: 38 21-073622 Labor - Matrix Climbmill 110.00 06/27/2023 226-45126-440440 Check Total: 110.00 Vendor: 5974 JOTL PROPERTIES, LLC Check Sequence: 39 116 July 2023 - 213 West Broadway Rent 1,530.00 06/27/2023 101-45204-441200 Check Total: 1,530.00 Vendor: 6248 JP BROOKS Check Sequence: 40 6/21/2023 Escrow Refund - 4426 86th St NE/Edmonson Ri 2,000.00 06/27/2023 101-00000-220110 Check Total: 2,000.00 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 41 MN190-00101 General EDA- April 2023 487.50 06/27/2023 213-46301-430400 MN190-00160 2019 UMC TIF - April 2023 922.50 06/27/2023 213-46541-431990 MN190-00175 Moon Motors Warehouse Development - April 2 45.00 06/27/2023 213-46301-430400 MN325-00040 Business Facade Grant Program - April 2023 184.50 06/27/2023 213-46301-430400 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 9 Check Total: 1,639.50 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 42 ACH Enabled: True 204383 Resale- wine 538.00 06/27/2023 609-49750-425300 204383 Freight 12.50 06/27/2023 609-49750-433300 205054 Resale- wine 880.65 06/27/2023 609-49750-425300 205054 Freight 13.50 06/27/2023 609-49750-433300 Check Total: 1,444.65 Vendor: 6247 BRUCE KRAEMER Check Sequence: 43 ACH Enabled: True 6/8/2023 Boot Reimbursement 100.00 06/27/2023 101-45201-421990 Check Total: 100.00 Vendor: 5857 LANO EQUIPMENT, INC. Check Sequence: 44 ACH Enabled: False 02-997168 TPR Bar Scrapers (4) 411.40 06/27/2023 101-43120-422100 Check Total: 411.40 Vendor: 1297 LOCATORS & SUPPLIES INC Check Sequence: 45 ACH Enabled: False 0307669 -IN Traffic Cones (20) 524.54 06/27/2023 101-45201-422990 0307811 -IN Sign Stands (2), Speed Limit Sign, Fresh Oil Sig 349.70 06/27/2023 101-43120-421990 Check Total: 874.24 Vendor: 3933 CHARLES LONG Check Sequence: 46 ACH Enabled: False 06/19/23 Farmer's Market Token Log - 6/8-6/15/23 137.00 06/27/2023 226-45127-431992 Check Total: 137.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 47 ACH Enabled: True 363269 Resale - Cigarettes 4,539.90 06/27/2023 609-49750-425500 363269 Resale - Cigars, tobacco, soda, salt, lime juice, b 688.15 06/27/2023 609-49750-425400 Check Total: 5,228.05 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 48 ACH Enabled: True INV 11300679 HP Deskjet Ink (6) 1,226.86 06/27/2023 702-00000-421990 INV 11335652 6/22/23 - 7/21/23 - Contract Payment - Unify IT 3,798.85 06/27/2023 702-00000-431900 Check Total: 5,025.71 Vendor: 1309 MARTIE'S FARM SERVICE INC Check Sequence: 49 ACH Enabled: False AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 370072 (40) flats, (204) 4.5 ace, (6) 3.5 ace (25) grass -1 3,050.00 06/27/2023 101-45201-440900 370077 (1) flat of plants 30.00 06/27/2023 101-45201-440900 370078 (10) flats, (30) accent grass, (3) 3.5 accents 565.00 06/27/2023 101-45201-440900 370086 (12) Accent plants, (6) 4 pk flats 96.00 06/27/2023 101-45201-440900 370677 (20) manure, (12) compost, treflan 258.63 06/27/2023 101-45201-440900 377419 (6) Miracle grow, (3) flats annuals, (7) 4.5 pot pl 415.77 06/27/2023 101-45201-440900 377691 (24) Accent plants, (2) flats, (6) sun patient 317.94 06/27/2023 101-45201-440900 377824 (12) Accent plants 78.00 06/27/2023 101-45201-440900 Check Total: 4,811.34 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 50 ACH Enabled: False 644613 Qtrly Maintenance Agreement #C0520 - 6/1/23 - 530.00 06/27/2023 701-00000-431900 Check Total: 530.00 Vendor: 1351 MN FIRE SERVICE CERT BOARD Check Sequence: 51 ACH Enabled: False 11005 Instructor 1 Certification Exam (JP) 126.00 06/27/2023 101-42200-433100 Check Total: 126.00 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 52 ACH Enabled: False 16350 Parts - Refrigerant (1009's), Filter Changes, Supl 1,006.00 06/27/2023 701-00000-440100 16350 Labor - HVAC Labor, Service Charge 340.00 06/27/2023 701-00000-440100 26732 Replace Water Heater @ PW Building (76 Gallo 9,715.00 06/27/2023 701-00000-440100 26736 Labor - Modify Bracket & Install New Flanged ( 742.50 06/27/2023 701-00000-440100 26736 Parts - Lg Wheel Handle Gate Valves (2), Flange 1,680.20 06/27/2023 701-00000-440100 Check Total: 13,483.70 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 53 ACH Enabled: True June 2023 Monthly Allocation - June 2023 5,416.67 06/27/2023 101-45175-444310 Check Total: 5,416.67 Vendor: 1821 MOOSE SHERRITT ICE ARENA Check Sequence: 54 ACH Enabled: False 06/20/23 Mens Spring Hockey League split 3,033.26 06/27/2023 226-45127-347920 Check Total: 3,033.26 Vendor: 1913 NEW FRANCE WINE Check Sequence: 55 ACH Enabled: False 205857 Resale - Liquor 234.00 06/27/2023 609-49750-425100 205857 Freight 3.00 06/27/2023 609-49750-433300 205859 Freight 5.00 06/27/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 205859 Resale - Wine 130.00 06/27/2023 609-49750-425300 Check Total: 372.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 56 ACH Enabled: True 26323 Technical Assistance - City Projects - May 2023 5,197.90 06/27/2023 101-41910-431990 26324 General Rental Amendment/Bldg Permit Review 152.80 06/27/2023 101-41910-431990 26324 Roberg CUP - May 2023 458.40 06/27/2023 101-41910-431990 26324 23D006 - Monti Lakes PUD Amendment - May 343.80 06/27/2023 101-00000-220110 26324 202322 - Briggs Multi Family 7th Street - May 2 1,279.70 06/27/2023 101-00000-220110 26324 202320 - Berg Home Occupation CUP - May 20: 840.40 06/27/2023 101-00000-220110 26325 Technical Assistance - Meetings - May 2023 300.00 06/27/2023 101-41910-431990 Check Total: 8,573.00 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 57 ACH Enabled: True INV007134 Solar Rebate Program - Xcel March 2023 - Loca 27,204.90 06/27/2023 101-41310-443992 INV007135 Solar Rebate Program - Xcel March 2023 - Loca 177.52 06/27/2023 101-41310-443992 INV007136 Solar Rebate Program - Xcel March 2023 - Loca 2,952.34 06/27/2023 101-41310-443992 Check Total: 30,334.76 Vendor: 5988 NYSTROM PUBLISHING CO INC Check Sequence: 58 ACH Enabled: False 46744 Music on the Mississippi Postcards & Postage (2 1,021.80 06/27/2023 226-45127-431991 Check Total: 1,021.80 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 59 ACH Enabled: True June 2nd Semi Monthly Contract Payment 1,622.25 06/27/2023 101-42700-431200 Check Total: 1,622.25 Vendor: 5393 OERTEL ARCHITECTS Check Sequence: 60 ACH Enabled: True 23-01.2 23C002 - Public Works Facility Project Mgmt 46,405.00 06/27/2023 401-43300-453010 Check Total: 46,405.00 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 61 ACH Enabled: False 16892 LV5 2350 (5.01), Tack Oil 925.85 06/27/2023 101-43120-422400 16902 LV5 2350 (12.06) 1,025.10 06/27/2023 101-43120-422400 16914 LV5 2350 (10.02) 851.70 06/27/2023 101-43120-422400 16928 AC Fines Mix (10) 900.00 06/27/2023 101-43120-422400 16938 AC Fines Mix (8.01) 720.90 06/27/2023 101-43120-422400 16947 AC Fines Mix (10) 900.00 06/27/2023 101-43120-422400 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 16947 Tack Oil (200) 1,000.00 06/27/2023 101-43120-422400 16956 AC Fines Mix (8) 720.00 06/27/2023 101-43120-422400 Check Total: 7,043.55 Vendor: 4345 OPG -3 INC Check Sequence: 62 ACH Enabled: False 6780 Laserfiche Software Assurance Plan (LSAP) 7/2: 12,918.00 06/27/2023 702-00000-431900 Check Total: 12,918.00 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 63 ACH Enabled: True 0003555848 Cylinder Tank Rentals LG (3), Med (2) 51.02 06/27/2023 101-43127-421990 Check Total: 51.02 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 64 ACH Enabled: True 620385 Food for concession resale 775.66 06/27/2023 226-45125-425410 Check Total: 775.66 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 65 ACH Enabled: False 6603069 Freight 12.04 06/27/2023 609-49750-433300 6603069 Resale -- Liquor 521.50 06/27/2023 609-49750-425100 6603070 Resale- Wine 223.75 06/27/2023 609-49750-425300 6603070 Freight 8.60 06/27/2023 609-49750-433300 6604451 Resale - Liquor 2,553.99 06/27/2023 609-49750-425100 6604451 Freight 36.03 06/27/2023 609-49750-433300 6604452 Resale - margarita, bloody mary mixes 144.10 06/27/2023 609-49750-425400 6604452 Resale- Wine 1,361.45 06/27/2023 609-49750-425300 6604452 Freight 39.56 06/27/2023 609-49750-433300 6606021 Freight 27.53 06/27/2023 609-49750-433300 6606021 Resale - Liquor 1,001.19 06/27/2023 609-49750-425100 6606022 Resale- Liquor 385.75 06/27/2023 609-49750-425100 6606022 Freight 13.76 06/27/2023 609-49750-433300 6607192 Resale -liquor 976.39 06/27/2023 609-49750-425100 6607192 Freight 15.91 06/27/2023 609-49750-433300 6607193 Resale- Wine 178.50 06/27/2023 609-49750-425300 6607193 Freight 6.88 06/27/2023 609-49750-433300 6608322 Freight 27.52 06/27/2023 609-49750-433300 6608322 Resale - Liquor 1,965.65 06/27/2023 609-49750-425100 6608323 Resale- Wine 1,313.38 06/27/2023 609-49750-425300 6608323 Freight 33.54 06/27/2023 609-49750-433300 6610125 Resale - Liquor 1,592.46 06/27/2023 609-49750-425100 6610125 Freight 39.57 06/27/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 6810126 Freight 1.72 06/27/2023 609-49750-433300 6810126 Resale - NA wine 80.00 06/27/2023 609-49750-425400 692330-2 Resale - Wine credit -31.74 06/27/2023 609-49750-425300 692330-2 Resale - Liquor credit -49.20 06/27/2023 609-49750-425100 Check Total: 12,479.83 Vendor: 4148 SHERWIN WILLIAMS CO. #3442 Check Sequence: 66 ACH Enabled: False 4744-7 Quart of Paint 10.48 06/27/2023 701-00000-421990 Check Total: 10.48 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 67 ACH Enabled: False 2353851 Resale- Wine 207.96 06/27/2023 609-49750-425300 2353851 Freight 4.20 06/27/2023 609-49750-433300 2356559 Resale - Liquor 1,638.09 06/27/2023 609-49750-425100 2356559 Freight 19.11 06/27/2023 609-49750-433300 2356560 Resale - Wine 701.57 06/27/2023 609-49750-425300 2356560 Freight 9.80 06/27/2023 609-49750-433300 235850 Freight 31.15 06/27/2023 609-49750-433300 235850 Resale - Liquor 2,474.98 06/27/2023 609-49750-425100 87449 Resale - Wine credit -6.67 06/27/2023 609-49750-425300 Check Total: 5,080.19 Vendor: 4672 SPECIALTY SOLUTIONS LLC Check Sequence: 68 ACH Enabled: False 152469 50 lb 23-0-0 Athletic Mix Fertilizer (800 Bags) 20,312.00 06/27/2023 101-45201-421600 Check Total: 20,312.00 Vendor: 6018 SR. PERSPECTIVE Check Sequence: 69 ACH Enabled: False 42547e Farmers Market Group Ad (4) 100.00 06/27/2023 226-45127-434990 Check Total: 100.00 Vendor: 4513 AARON STAEHNKE Check Sequence: 70 ACH Enabled: True 06/19/23 Farmer's Market Token Log - 06/15/2023 30.00 06/27/2023 226-45127-431992 Check Total: 30.00 Vendor: 3486 STATE INDUSTRIAL PRODUCTS CORP Check Sequence: 71 ACH Enabled: True 902936500 Drain Cleaner - D Stroy w/Morning Fresh (1 Ca: 256.50 06/27/2023 101-45201-421600 Check Total: 256.50 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1518 TDS TELECOM Check Sequence: 72 ACH Enabled: True 763-295-0078 TDS - Fire 233.66 06/27/2023 702-00000-432100 763-295-2005 TDS - PW 20.11 06/27/2023 702-00000-432100 763-295-3714 TDS - Reservoir 343.15 06/27/2023 702-00000-432100 Check Total: 596.92 Vendor: 5314 THE LAKOTA GROUP INC Check Sequence: 73 ACH Enabled: True 19028.01--01 Monticello Comprehensive Plan - (5/20/23 - 6/7/ 400.00 06/27/2023 101-41910-431990 Check Total: 400.00 Vendor: 6246 MATTHEW TIBBETTS Check Sequence: 74 ACH Enabled: True 6/8/2023 Boot Reimbursement 80.74 06/27/2023 101-45201-421990 Check Total: 80.74 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 75 ACH Enabled: True 71876854 LED UV Foldable Light (2), Dual Edge Screw E 169.85 06/27/2023 101-45201-421990 71877241 Air Brake Hose, Main Storage System, Hose En( 598.80 06/27/2023 101-43127-421990 71877453 High Vis Driver Glove 166.67 06/27/2023 101-43120-421990 Check Total: 935.32 Vendor: 6057 TIMOTHY J PETRANGELO Check Sequence: 76 ACH Enabled: False 122034 Pest Control - DMV 55.00 06/27/2023 701-00000-431990 122035 Pest Control - Facilities 50.00 06/27/2023 701-00000-431990 122036 Pest Control - HI Way Liquor 69.79 06/27/2023 701-00000-431990 122037 Pest Control - MCC 110.00 06/27/2023 701-00000-431990 122038 Pest Control - Library 60.00 06/27/2023 701-00000-431990 122039 Pest Control - PW Offices 65.00 06/27/2023 701-00000-431990 122057 Pest Control - PW Garage 65.00 06/27/2023 701-00000-431990 Check Total: 474.79 Vendor: 4823 TRAFFIC AND PARKING CONTROL CO, IN( Check Sequence: 77 ACH Enabled: False I755489 dba Tapco - Mailbox Support Tubes (4), Mounts 1,726.17 06/27/2023 101-43120-421990 Check Total: 1,726.17 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 78 ACH Enabled: False 1242966 Resale - Cocktail Cherries 53.88 06/27/2023 609-49750-425500 1242966 Resale - shot glasses, beer holders, can sleeves, r 701.20 06/27/2023 609-49750-425400 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 15 Check Total: 755.08 Vendor: 1544 US POSTAL SERVICE Check Sequence: 79 ACH Enabled: False 6/8/2023 PI 42 - UB June Billing (3885 pcs) (1/2) 996.51 06/27/2023 601-49440-432200 6/8/2023 PI 42 - UB June Billing (3885 pcs) (1/2) 996.50 06/27/2023 602-49490-432200 Check Total: 1,993.01 Vendor: 5738 UTILITYLOGIC Check Sequence: 80 ACH Enabled: False 14040 Confined Space Kit w/Extended Warranty, 2,199.62 06/27/2023 602-49490-424100 Check Total: 2,199.62 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 81 ACH Enabled: True 3213703 Resale - Club soda, tonic, pop, monster, water 1,221.40 06/27/2023 609-49750-425400 Check Total: 1,221.40 Vendor: 1684 VINOCOPIA Check Sequence: 82 ACH Enabled: True 0330878 -IN Resale - Ginger beer 120.00 06/27/2023 609-49750-425400 0330878 -IN Resale - Wine 256.00 06/27/2023 609-49750-425300 0330878 -IN Resale - Liquor 265.50 06/27/2023 609-49750-425100 0330878 -IN Freight 16.50 06/27/2023 609-49750-433300 0331260 -IN Resale - Wine 954.67 06/27/2023 609-49750-425300 0331260 -IN Resale - Liquor 187.92 06/27/2023 609-49750-425100 0331260 -IN Resale - Ginger Beer 120.00 06/27/2023 609-49750-425400 0331260 -IN Freight 25.50 06/27/2023 609-49750-433300 Check Total: 1,946.09 Vendor: 1555 VONCO II LLC Check Sequence: 83 ACH Enabled: False V20000074315 Street Sweeping Disposal (52.99 TN) 653.49 06/27/2023 652-49882-421990 Check Total: 653.49 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 84 ACH Enabled: True 9537 Water Testing - May 2023 270.00 06/27/2023 601-49440-431990 Check Total: 270.00 Vendor: 6244 JAMES WEDGEWOOD PRATT Check Sequence: 85 ACH Enabled: False 212 Ventriloquist @ Library 6/29/23 500.00 06/27/2023 101-00000-220150 AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 16 Check Total: 500.00 Vendor: 1572 THE WINE COMPANY Check Sequence: 86 238704 Resale- Wine 864.00 06/27/2023 609-49750-425300 238704 Freight 24.00 06/27/2023 609-49750-433300 Check Total: 888.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 87 7430371 Resale- Wine 1,468.00 06/27/2023 609-49750-425300 7430371 Resale - Freight 18.06 06/27/2023 609-49750-433300 Check Total: 1,486.06 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 88 6/13/2023 Background Check - Liquor License Renewal M 100.00 06/27/2023 101-41410-431990 Check Total: 100.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 89 6/9/2023 Court Fines & Fees - May 2023 4,669.36 06/27/2023 101-42100-430410 C23 Certificate as to Taxes and Taxable Property (01- 150.00 06/27/2023 101-41520-443990 Check Total: 4,819.36 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 90 202300000031 202308 - Rezoning Procedings A# 1530923 46.00 06/27/2023 101-41910-431990 Check Total: 46.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 91 R014511-000 32 Downtown Redevelopment Project - April 2023 111.50 06/27/2023 213-46301-431990 R017894-000 10 202309 - Chelsea Commons Townhome PUD Pl 1,863.50 06/27/2023 101-00000-220110 R018674-000 11 County Ditch 33 Feasibiity Study - April 2023 393.00 06/27/2023 101-43115-431990 R019376-000 18 21C007 - The Pointes at Cedar - April 2023 111.50 06/27/2023 400-43300-453010 R019573-000 17 22C003 - School Blvd SRTS Project - April 202: 3,054.50 06/27/2023 400-43300-459024 R021114-000 2 2023 WCS Services - April 2023 646.25 06/27/2023 101-43115-430300 R021243-000 9 22C007 - Pinewood Elem SRTS Project - April, 3,097.00 06/27/2023 400-43300-459026 R021391-000 4 2023 Economic Development Services - April 2( 1,255.00 06/27/2023 213-46301-431993 R021916-000 3 2023 GI Support Services - April 2023 519.00 06/27/2023 702-00000-431990 R022080-000 4 23C001 - BCOL Phase 2- April 2023 5,120.75 06/27/2023 404-45202-453014 R022448-000 2 23D004 - West Metro Opthalmology - April 202 2,412.75 06/27/2023 101-00000-220110 ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 18,584.75 Total for Check Run: 536,197.70 Total of Number of Checks: 91 The preceding list of bills payable was reviewed and approved for payment. Date: 6/26/23 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (06/22/2023 - 8:21 AM) Page 17 City Council Agenda: 6/26/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve new hires and departures for city departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. Name Reese Smith Isabel Swain Scott Sitron Wesley Sommerfeld Sarah Peterson Kim Sipprell Name McKenna Thoe Title Lifeguard Guest Service Fitness Instructor Fitness Instructor Fitness Instructor Building Permit Tech Reason Voluntary NEW EMPLOYEES Department MCC MCC MCC MCC MCC Building TERMINATING EMPLOYEES New Hire and Terms City Council 2023: 6/20/2023 Department MCC Hire Date 6/7/23 6/12/23 6/21/22 6/22/23 6/22/23 6/26/2023 Effective Date 5/30/23 Class PT PT PT PT PT Temp Class PT City Council Agenda: 6/26/2023 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 6/26/2023 2D. Consideration of adopting Resolution 2023-49 accepting donations for the 2023 Walk & Roll event totaling $5.925 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-49 accepting donations for Walk & Roll. REFERENCE AND BACKGROUND As required by state statute, the City Council must adopt a resolution specifying the amount of the donations and their use. The City received multiple donations for the Walk & Roll event held on June 10. Donations were used for activities in the park and to purchase bikes for the giveaway. Below is a list of donors and the amounts they donated: • All Elements Roofing $400 • Chin Yuen $25 • Church of St. Henry $200 • CLA Clifton Larson Allen $300 • Community United Methodist Church $25 • Craig Chiropractic and Kinesiology $25 • Dan Olson — State Farm Insurance Donated New Bike • Electro Industries, Inc. $200 • Friends of the Monticello Library $25 • Healing Moments Counseling $200 • Jennifer Barthel — Established Real Estate $200 • La Michoacana Ice Cream Shop Donated New Bike • LeBrun Electric $200 • Lucille Murray's Studio of Dance $50 • Mains'I Services $200 • Mary Kay $25 • Monticello DMV $200 • Monticello Lions $800 City Council Agenda: 6/26/2023 • Monticello Royalty $25 • Monticello Senior Center $200 • Monticello Walmart $200 • Monticello Youth Football $200 • Realtors with Energy Team — Edina Realty $200 • Riverwood Bank $200 • Sherburne State Bank $400 • Smith, Paulson, O'Donnel & Erickson, PLC $200 • Stellis Health $400 • Studer Chiropractic $200 • UMC $200 • Von Hanson's Meats $200 • West Metro Real Estate $200 • YMCA Camp Manitou $25 STAFF RECOMMENDED ACTION City staff recommends approval of the resolution accepting the donations. SUPPORTING DATA • Resolution 2023-49 City of Monticello RESOLUTION NO. 2023-49 RESOLUTION APPROVING CONTRIBUTIONS FOR THE WALK & ROLL FESTIVAL WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City for Walk & Roll; and WHEREAS, all listed contributions are intended to aid the City in establishing facilities, operations or programs within the City's jurisdiction either alone or in cooperation with others, as allowed by law DONOR/ENTITY DESCRIPTION VALUE All Elements Roofing Cash $400 Chin Yuen Cash $25 Church of St. Henry Cash $200 CLA —Clifton Larson Allen Cash $300 Community Methodist Church Cash $25 Craig Chiropractic and Kinesiology Cash $25 Dan Olson —State Farm Insurance Bike $200 Electro Industries, Inc. Cash $200 Friends of the Monticello Library Cash $25 Healing Moments Counseling Cash $200 Jennifer Barthel — Established Real Estate Cash $200 La Michoacana Ice Cream Shop Bike $200 LeBrun Electric Cash $200 Lucille Murray's Studio of Dance Cash $50 Mains'I Services Cash $200 Mary Kay Cash $25 Monticello DMV Cash $200 Monticello Lions Cash $800 Monticello Royalty Cash $25 Monticello Senior Center Cash $200 Monticello Walmart Cash $200 Monticello Youth Football Cash $200 Realtors with Energy Team — Edina Realty Cash $200 Riverwood Bank Cash $200 Sherburne State Bank Cash $400 Smith, Paulson, O'Donnel & Erickson Cash $200 Stellis Health Cash $400 Studer Chiropractic Cash $200 UMC Cash $200 Von Hanson's Meets Cash $200 West Metro Real Estate Cash $200 YMCA Camp Manitour Cash $25 NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the purpose of the event Walk & Roll. Adopted by the City Council of Monticello this 26th day of June, 2023. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 6/26/2023 2E. Consideration of adopting Resolution 2023-50 accepting donation of $100 from Weezies Beezies for Manter saonsorshiD Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A ACTION REQUESTED Motion to adopt Resolution 2023-50 accepting donation of $100 from Weezies Beezies. REFERENCE AND BACKGROUND The City Council is asked to approve a $100 donation from Weezies Beezies for planter sponsorship. As required by State statute, if the City accepts the donation of funds, City Council is required to adopt a resolution specifying the amount of the donation and its use. Budget Impact: The donation is for planter sponsorship downtown. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends adopting Resolution 2023-50 accepting the donation. SUPPORTING DATA • Resolution 2023-50 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-50 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION/PURPOSE VALUE Weezies Beezies Cash/Planter Sponsor $100 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the purpose stated above. Adopted by the City Council of Monticello this 261h day of June, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 6/26/2023 2F. Consideration of approving Resolution 2023-51 accepting a grant from the Central Minnesota Arts Board in the amount of $20,000 for public art display at East Bridge Park Prepared by: Meeting Date: ® Consent Agenda Item Parks & Recreation Director 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Clerk Motion to adopt resolution accepting a $20,000 grant from the Central Minnesota Arts Board. REFERENCE AND BACKGROUND As required by state statute, if the City accepts a grant, the City Council needs to adopt a resolution specifying the amount of the grant and its use. The grant awarded to Monticello is to commission Parker McDonald to build a large public art display of a Dragonfly for East Bridge Park Arboretum. Budget Impact: None. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: Continue to support the MontiArts program to promote community building and the creation and installation of public art as part of a community placemaking plan. STAFF RECOMMENDED ACTION City staff recommends approval of the resolution accepting the grant. SUPPORTING DATA • Resolution 2023-51 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-51 RESOLUTION ACCEPTING GRANT FUNDING FROM THE MINNESOTA STATE ARTS BOARD IN THE AMOUNT OF $30,000 WHEREAS, The City of Monticello was notified by the Minnesota State Arts Board that the City received a grant of $20,000 for public art display at East Bridge Park; and WHEREAS, there is no local match for the grant. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: That the City Council authorizes accepting grant funding of $20,000 from the Minnesota State Arts Board. Adopted by the Monticello City Council this 26th day of June, 2023. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 6/26/2023 2G. Consideration of approving a Special Event Permit from Monticello Supporting Veterans for the Wall That Heals event at Pinewood Elementary from July 20-23.2023 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Street Superintendent, Parks & N/A Recreation Director Motion to approve the special event permit for Monticello Supporting Veterans for the Wall That Heals event from July 20-23, 2023, including staff resources and waiving the special event fee. REFERENCE AND BACKGROUND Monticello Supporting Veterans submitted a special event permit application for the Wall That Heals event taking place July 20-23, 2023, at Pinewood Elementary School, 1010 W. Broadway Street. The Wall That Heals is a Vietnam Veterans Memorial Replica and mobile education center. The event is free and open to the public 24 hours. A flyer is attached for more details on the event. The applicant requested garbage cans/bags, cones, benches/picnic tables, and mosquito spray. There may also be the need for assistance with setup. I. Budget Impact: N/A II. Staff Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approving the special event permit as requested, including waiving the fee and use of City resources. SUPPORTING DATA A. Application B. Flyer CITY OF Monfice o CITY OF MONTICELLO City Clerk 505 Walnut street, suite 1 Special Event Permit Monticello, MN 55362 Application Checklist (763) 295-2711 info(.)ci.monticello.mn.us Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 1 PROPERTY INFORMATION Property Address ``� (; Property Legal Description o Property ID Number PROPERTY OWNER INFORMATION Owner Name Owner Address r- Owner Phone Owner Email ,Z r c _ rJ APPLICANT INFORMATION Applicant Name Applicant Address (, ` Applicant Phone Applicant Email Name of Event Location/Address of Event -Jell �-D CAYYU�t I cun Dates & Times of Event CA:ft(Y)LI ;HN1 e,y— Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 1 APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Any event proposing to erect a temporary tent structure is required to obtain a permit from the Monticello Department of Building and Safety and Code Enforcement. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee: $50 $25 —for non/profit/charitable organization Special Event Review Process • The City Clerk will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. 2 Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. • The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. • The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval • In approving the Special Event Permit, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. S. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. 3 Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. r (Sig a1fie (Date) Streets Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. Wf" (Signature)U ) (Date)�)--1( L CITY APPROVAL (City Clerk Signature) (Date) (Community Development or Building Dept Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department (Tents) Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 4 No I Ak� THE WALL THAT HEALS VIETNAM VETERANS MEMORIAL REPLICA & MOBILE EDUCATION CENTER A PROGRAM OF THE VIETNAM VETERANS MEMORIAL FUND FOUNDERS OF THE WALL July 20th - 23rd Pinewood Elementary School 1010 W Broadway Street Monticello, MN 55362 Free Admission & Open to the Public - 24 hours Closing Sunday, July 23rd at 2 p.m. The Watt That Heats, is a traveling three-quarter scale replica of the Vietnam Veterans Memorial, along with the Mobile Education Center. The Wall That Heats honors more than three million Americans who served in the U.S. Armed Forces in the Vietnam War and it bears the names of the 58,281 men and women who made the ultimate sacrifice in Vietnam. Tuesday, July 18 The Wall That Heats arrives in Monticello via motorcycle escort. For route details visit www.twthmonticello.com. Wednesday, July 19 Construction of The Wall begins at 8 a.m. 6 p.m. - Volunteer Training Thursday,, July 20 The Watt officially opens to the public 24 hour. 10 a.m. - Welcome Ceremony Friday, July 21 The Watt is open to the public 24 hours. Saturday, July 22 The Watt is open to the public 24 hours. Sunday, July 23 The Watt is open to the public until 2 p.m. Volunteer Opportunities! Here is your opportunity to be part of something truly unforgettable! Group tours are also available (all ages) Contact: TWrHMonticettoMN@gmoit.com For more information Volunteer Sign -up! City Council Agenda: 6/26/2023 2H. Consideration of approving a Special Event Permit allowing exclusive use of Ellison Park and related assistance in conjunction with the Brewfest event on August 19, 2023, and approval of temporary liquor license. Applicant: Monticello Lions Club Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Parks & Recreation Director, Street N/A Superintendent, ACTION REQUESTED Motion to approve the special event permit and temporary liquor license. The special event permit approval will allow temporary, exclusive use of Ellison Park for the Monticello Lions Brewfest event from 7:00 a.m. to 10:00 p.m. on Saturday, August 19, 2023, including City assistance, use of municipal parking lots, street closures, and waiving of event fee. The approval is contingent on: 1) Site plan and coordination with the Streets Superintendent and Parks Superintendent; 2) Coordination with the Chief Building Official on any tent permits that may be needed; 3) Verification of trash and portable bathroom services for the event; 4) Verification of notification to affected local businesses and residents within a 2 -block radius of the park by the permit holder, no later than two weeks prior to the event; and 5) Event coordination with the Wright County Sheriff's Office. REFERENCE AND BACKGROUND The City Council is asked to approve an event permit for the Brewfest event, a craft beer -tasting fundraiser organized by the Monticello Lions Club. The request has several considerations: • Use of Ellison Park from 7:00 a.m. —10:00 p.m. • Approval of City staff assistance for preparation and set-up • Waiving the special event permit fee ($25) City Council Agenda: 6/26/2023 The event is planned for Saturday, August 19, 2023 from 3:00 p.m. — 7:00 p.m. and is being promoted and held in cooperation with Minnesota craft brew vendors and local food vendors. Organizers expect 120 brew types, as well as local restaurant vendors with an attendance of approximately 1,500. Brewfest representatives indicated a park set up similar to past events. They are coordinating with the Park & Recreation Director, Parks Superintendent and Streets Superintendent on site planning and parking. In addition, the committee is asked to coordinate with building staff on required tent permits. The event will take place in Ellison Park. Event attendees would access the park from different locations nearby, with restricted points of entry into the event area in the park itself. The Brewfest Committee indicates in their narrative that the event area within the park will be sectioned off with temporary fencing to restrict the point of entry to those over 21 years of age. The Lions Club will be asked to provide advance notice of the event to surrounding homes and businesses within a 2 -block radius. In addition, they will be required to place a black temporary sign noting the Ellison Park closure the weekend before the event. The Brewfest Committee is seeking City assistance for providing barricades, cones, picnic tables, and set-up of those items. The park road and boat landing will need to be closed for the event. Monticello Lions are required to have liability insurance with the City named as additional insured. They are also responsible for verifying that food and beverage vendors have the appropriate permits and insurance coverage. Budget Impact: Despite the waived fees, there is no budget impact. Staff Workload Impact: The Lions Club is requesting City assistance for delivery and pick-up of barricades, cones, and picnic tables. These will be delivered to the site and picked up during regular staff hours by the Parks Department (estimated 16 hours.) The Streets Superintendent will provide for the placement of barricades and cone placement (estimated 5 hours). III. Comprehensive Plan Impact: Brewfest event supports the Monticello 2040 Value Statement of supporting a vibrant downtown as a focal point for our community. STAFF RECOMMENDED ACTION City staff recommends approval of the Special Event Permit with conditions as noted. SUPPORTING DATA A. Application B. Certificate of Liability C. Aerial Image CIT Y or Monticeflo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . infoAci.monticello.mil.us Special Event Permit Application Checklist In Mill Property Address 913 E River St, Monticello, MN 55362 / 811 E River St, Monticello, MN 55362 Property Legal Description Ellison Park: Sect 12, TWP 121, R 25, Lower Monticello Lot 1, Blocks 17 & 18 Property ID Number 155015017010 Owner Name City of Monticello Owner Address 505 Walnut Street Owner Phone (763) 295-2711 Owner Email info@ci.monticello.mn.us Applicant Name Monticello Lions Club Applicant Address PO Box 673, Monticello, MN 55362 Applicant Phone Jacob T. Erickson (763) 295-2107 (work) (612) 417-7005 (cell) Applicant Email jacob.erickson@spoelawyers.com Name of Event Monticello Lion's Brewfest 2023 Location/Address of Event Ellison Park, 913 & 811 E. River St, Monticello, MN 55362 Dates & Times of Event Saturday, August 19, 2023 7am to 10 pm (set up -event -take down) Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 05/08/2023 2023 Monticello Lion's Brewfest Application Page 1 of 10 Special Event Review Process • The City Clerk will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 05/08/2023 2023 Monticello Lion's Brewfest Application Page 2 of 10 / ' //�i-,/�/' / VAI 1/3 0011 A written narrative including: See Page 8-9 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and See Page 8-9 2, An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. See Page 8-9 3. Any requested use of City facilities, City staff resources, City Waiver equipment and City property (including rights of way) and/or any requested requested waiver of application fee or park rental fees requires Page 9 review and approval by the City Council See page 10 A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. See page 6 Certificate of insurance/liability coverage. Will email Electronic copies of all written narratives and plan sets required above. giver request Application fee of $50.00. (Alcohol Permit fee $25.00 Check) Special Event Review Process • The City Clerk will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 05/08/2023 2023 Monticello Lion's Brewfest Application Page 2 of 10 Special Event Temporary Use Permit Approval Criteria, cont. • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. 05/08/2023 2023 Monticello Lion's Brewfest Application Page 3 of 10 i 11 /, � / a,/t>//�% /r/r�/r/,, //r/�i/r r/ / /%��/�r/u%ir/r /�✓V� /�r//�%�ri �t�/ ,/. I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) * 7-71 'trrr ,,,, This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the appli le provisions of the City Ordinances and current policies related to this application d that the docu is and information I have submitted are true and correct. Jacob T. Erickson o/b/ Monticello Lion's Club (Date) (City Clerk Signature) I (Date (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 05/08/2023 2023 Monticello Lion's Brewfest Application Page 4 of 10 CITY car �� Mon�icclla P�1RK5 CITY OF MONTICELLO 505 WALNUT STREET MONTICELLO, MN 55362 EVENT COORDINATOR 763-271-7123 I HAVE RECEIVED, READ4W AffREE TO ABIDE BY ALL PARK ORDINANCES, RULES AND REGULATIONS, AS WELL AS ALL CONDITIONS SET FORTH IN THIS PERMIT AND IN THE PARK RESERVATION POLICY SIGNATURE OF APPLICANT: DATE: ISSUED BY: DATE: OFFICECITY RESERVATIONPARK PERMIT APPLICATION CHECK FACILITIE(S) DESIRED COST/ 6 HRS PARK AMENITIES Monticello Lions RENTAL FEE INCLUDES MN STATE SALES TAX ORGANIZATION: NON-PROFIT ID: °ca a� �y aF P.O. Box 673, Monticello, MN 55362 ADDRESS: cc c c� OTHERv PARK FACILITY Monticello NON a1 �k3 a Fy .� QP1 ° 4[XI - _ J AMENITIES 55362 RESIDENT RESIDENT vm cm . , � ("`Z�, Jy, J, m°a0c41D9 Craft beer tasting festival EAST BRIDGE PARK GAZEBO $110 $135 5.2 RESERVATION DATE REQUESTED: T08/19/2023 FROM: 7.00 (AM)/ -F-" I TO: 110: 0 0 -A-M-/(PM) 1 1 RIVER OVERLOOK x ELLISON PARK LIONS DEN & GAZEBO $300 $300 S.3 0 0 BOAT LAUNCH X ELLISON PARK LOG SHELTER $110 $135 5.3 10 1 00 BOAT LAUNCH WEST BRIDGE PARK COMMUNITY ROOM $110 $135 2.5 0 0 00 0 0 0 0 001010 FISHING PIER WEST BRIDGE PARK PICNIC SHELTER $110 $135 2.510 101010 0101 0 0 00 1 0 0 FISHING, PIER PIONEER PARK COMMUNITY ROOM $110 $135 23.2 0 1 0 0 0 0 0 0 1 00 I'D 1,0101 GROVELAND PARK PICNIC SHELTER $110 $135 4.20 0 0 0 0 0 OTTER CREEK PARK GAZEBO $55 $80 0.4 1 10 CREEK OVERLOOK SUB -TOTAL RENTAL FEE *A SEPARATE SPECIAL PERMIT IS REQUIRED FOR ALCOHOL, MUSIC OR LARGER EVENTS *SPECIAL PERMIT APPLICATION FEE $50 $50 TOTAL AMOUNT DUE $270 PAID ICASH I I CREDIT CARD CHECK # 5080 PLEASE READ THE FACILITY USE POLICY FOR DETAILS ABOUT WHEN AND WHERE TO PICK UP THE KEY FOR YOUR FACILITY I HAVE RECEIVED, READ4W AffREE TO ABIDE BY ALL PARK ORDINANCES, RULES AND REGULATIONS, AS WELL AS ALL CONDITIONS SET FORTH IN THIS PERMIT AND IN THE PARK RESERVATION POLICY SIGNATURE OF APPLICANT: DATE: ISSUED BY: DATE: OFFICECITY RESERVATION•' • t Brewfest NAME: KEY RETURNED: Y / N DATE: DEPOSIT CHECK RETURNED: Y J N DATE: Monticello Lions ORGANIZATION: NON-PROFIT ID: P.O. Box 673, Monticello, MN 55362 ADDRESS: CITY: Monticello I STATE: IMN I zip: 55362 1 PHONE: 763 295-2107 Craft beer tasting festival 17500 EVENT DESCRIPTION: ESTIMATED NO. OF ATTENDEES: RESERVATION DATE REQUESTED: T08/19/2023 FROM: 7.00 (AM)/ -F-" I TO: 110: 0 0 -A-M-/(PM) I HAVE RECEIVED, READ4W AffREE TO ABIDE BY ALL PARK ORDINANCES, RULES AND REGULATIONS, AS WELL AS ALL CONDITIONS SET FORTH IN THIS PERMIT AND IN THE PARK RESERVATION POLICY SIGNATURE OF APPLICANT: DATE: ISSUED BY: DATE: OFFICECITY THIS ORGANIZATION HAS BEEN APPROVED FOR USE OF THE SPECIFICED FACILITY WITHOUT PAYING A FEE `./ES NO SIGNED BY: DATE: _ Tom Pawelk, Park Superintendent KEY ISSUED: Y / N KEY #: FACILITY INSPECTED BY: KEY RETURNED: Y / N DATE: DEPOSIT CHECK RETURNED: Y J N DATE: IF SPECIAL EVENT PERMIT REQUIRED - DATE APPROVED: SIGNED BY: * PERMIT MUST BE TURNED IN TO CITY HALL AT 505 WALNUT STREET, SUITE 1, MONTICELLO, MN CALL 763-295-2711 WITH QUESTIONS 05/08/2023 2023 Monticello Lion's Brewfest Application Page 5 of 10 Minnesota Department of Public Safety r Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 222, St. Paul, MN 55101 • - = 651-201-7500 Fax 651-297-5259 TTY 651-282-6555 Alcohol & Gambling Enforcement APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date organized Tax exempt number Monticello Lions October 1975 FQ-602�� Address City State Zip Code IPO Box 673 Monticello 55362 Name of person making application Business phone Home phone [Jacob Thomas Erickson F(763) 295-2107 1(612) 417-7005 Date(s) of event Type of organization F79-ust 19, 2022 0 Club F] Charitable D Religious ® Other non-profit Organization officer's name City State Zip Code James Giroux, Monticello Brewfest Chair Otsego [ 55362 Organization officer's name City State Zip Code Glenn Nemec, Monticello Lion's President Monticello IMN 155362 Organization officer's name City State Zip Code Organization officer's name City State Zip Code Location where permit will be used. If an outdoor area, describe. Ellison Park (an outdoor park area), 913 East River Street, Monticello, MN 55362 Ellison Park (an outdoor park including a log shelter area), 811 East River Street, Monticello, MN 55362 If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. Chrsistensen Group - $1,000,000 Each occurance, $2,000,000 Aggregate. APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount Date Fee Paid Date Approved Permit Date City or County E-mail Address City or County Phone Number Signature City Clerk or County Official Approved Director Alcohol and Gambling Enforcement CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE.TEMPORARYAPPLICATIONCa)STATE.MN.US 05/08/2023 2023 Monticello Lion's Brewfest Application Page 6 of 10 COVERAGES CERTIFICATE NUMBER: 23-24 Liability REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ALCOR" CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) INSR LTR 04/13/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Matthew Razidlo NAME: Christensen Group PHONE(952) 653-1000 FAX (952) 653-1100 A/C No Ext): A/C No): 9855 West 78th Street, Ste 100 E-MAIL mrazidlo@christensengroup.com ADDRESS: CLAIMS -MADE ❑X OCCUR INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : West Bend Insurance Co 15350 Eden Prairie MN 55344 INSURED INSURER B : Monticello Lions Club INSURER C: PO BOX 673 INSURER D: INSURER E : Monticello MN 55362 INSURER F : COVERAGES CERTIFICATE NUMBER: 23-24 Liability REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSUBR INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYW LICY EXP MM/DDNYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE ❑X OCCUR AGE O R N 100,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL &ADV INJURY $ 1,000,000 A A107246 01/01/2023 01/01/2024 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑ PRO ❑ JECT LOC PRODUCTS -COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE $ Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY y / N STATUTE ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? N /A E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ A Liquor Liability A107247 01/01/2023 01/01/2024 General Aggregate $1,000,000 Each Occurrence $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Saturday, August 19, 2023 Monticello Lions Brewfest Certificate Holder is included as an Additional Insured under the Commercial General Liability and Liquor Liability when required by written contract. CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 05/08/2023 2023 Monticello Lion's Brewfest Application Page 7 Of 10 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Monticello ACCORDANCE WITH THE POLICY PROVISIONS. 505 Walnut St AUTHORIZED REPRESENTATIVE Monticello MN 55362 © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 05/08/2023 2023 Monticello Lion's Brewfest Application Page 7 Of 10 Monticello Lions — PO Box 673 — Monticello, MN 55362 °�s �yIFRNAT10�a� We Serve April 10, 2023 Staff and Council City of Monticello 505 Walnut Street Monticello, MN 55362 Greetings, The Monticello Lion's Club has a long tradition of serving the Monticello community, especially the humanitarian needs of our less fortunate residents, and having fun as we serve. We raise money for programs in a variety of ways and are currently planning an event that we need your help with in order for us to be successful. The event we are planning is the 2023 Monticello Lions Brewfest, a "Craft Beer Tasting Festival". We are expecting 120 plus beer "flavors" from craft brewers to be presented for tasting. We are planning to make it a celebration of not only craft beer from small brewers, but also a festival of music and food from local restaurants. Our participation goal for the 2023 Brewfest is 1500 attendees. The date of the festival is Saturday, August 19, 2023. The Lions Club's mission statement for this event is , "To establish and promote a signature craft beer tasting event for the purpose of raising revenue, in order to continue and expand the community service tradition of the Monticello Lions by using the funds raised for humanitarian purposes. The motto of the Monticello Lions and Lions everywhere being, 'We Serve'". We are hoping to build on the success of the previous years festivals. Our goals are to increase the number of beer vendors, the number of beers to taste, the number of attendees, and the amount of net revenue, and to improve the experience for all in attendance at this highly anticipated community event. Judging by the response of all of the stakeholders including brewers, distributors, food vendors, attendees and the Lions, we are well on our way to achieving this goal. Seven years ago the Lions were able to give more than $30,000.00 back to the community as a direct result of the Brewfest festival. Just a few of the beneficiaries of these funds include the Monticello Food Shelf, the Monticello Fire Department, 320 families and individuals that received food baskets for Christmas, and many other programs that serve the community, especially the less fortunate among us. The actual use of Ellison Park will be to set up to 45 tables, some or all with small pop-up tents over them, for Craft Beer Brewers to display their craft beers for sampling. Festival attendees will be given a two ounce sampling glass to use to sample as many of the craft beers present as they wish to. In addition to the craft beer brewers there will be up to six local restaurants with tables and small tents selling their culinary specialties. We will have also retain a band to provide a pleasant musical background for the event as in the past. The event will take place rain or shine. We have had great days, weather wise, for the seven year's events before the Covid-19 closure, and are hoping for excellent return to normal this year. The tasting hours for this event will be from 3 — 7 PM. By Minnesota statute, a tasting festival can only run for four hours. We are requesting reservation of the park from 7:00 AM to 10:00 PM to accommodate set-up and tare - down / clean-up. At the end of the event Lions members will take down, pack up, and remove all materials, structures, trash, etc. from the site. 05/08/2023 2023 Monticello Lion's Brewfest Application Page 8 of 10 To accomplish the goal of a successful, orderly, and peaceful event, we request that the park be closed to all other uses for that day. We intend to place a fence around the perimeter of the space that we will be using. All Brewfest activities will take place within the fence. All persons inside the fence must be 21, must have purchased a Brewfest ticket, and be wearing a wristband that we will issue. As the parks owner, we also respectfully request that the City of Monticello request the, "call before you dig," for location service to make sure that holes dug for fencing is done is a safe manner. Please let me know if the City needs any help with Gopher State One Call. The layout for this event will be new as we are moving to a new park. I have included a site plan on Page 10. We are also asking the City of Monticello for the same cooperative efforts that they have provided the Monticello Lions in the past. We greatly appreciate and cherish this cooperation with the City of Monticello! I have also attached a street map, and I will run it by Mr. Tom Moores of the Monticello Streets Department to make sure that I have covered the necessary bases. This narrative is attached to the permit application. In the past years we have had extensive contact with City of Monticello employees that may be affected by this event, and communicated with them so as to set up in a manner that is acceptable to the City of Monticello. Several City of Monticello employees are also members of the Monticello Lions Club. The Monticello Lions club is comprised of members of our community. We strive to serve and make Monticello, Minnesota a greater city for all is residents and visitors. The proceeds from this event go back to the community, and I respectfully ask that the City wave any and all fees that it can to free up as much money as possible for the Lions to reinvest in the City of Monticello; a city on the River, the freeway, and the Grow! Thank you so much for y,�dur time and attention to this matter. The City has always been so supportive and helpful with this pro -community event, and I want you to know the Monticello Lions appreciate this. S 1 n cp-r-qy, facob Erickson Monticello Li wfest Committee (763) 295-2107 05/08/2023 2023 Monticello Lion's Brewfest Application Page 9 of 10 A m En u U1 7 fO da) O 7 G) I N 3 R a] u rn v O O W O O S 05/08/2023 2023 Monticello Lion's Brewfest Application Page 10 of 10 City Council Agenda: 06/26/2023 21. Consideration of adopting Resolution 2023-52 approving Laws 2023, Chapter 64, Article 10, Section 40 relating to allowing the City of Monticello to impose a Local Sales Tax Prepared by: Meeting Date: ❑x Consent Agenda Item City Administrator 06/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Clerk Finance Director ACTION REQUESTED Motion to adopt Resolution 2023-52 approving Laws 2023, Chapter 64, Article 10, Section 40 relating to allowing the City of Monticello to impose a local sale tax. PREVIOUS COUNCIL ACTION January 23, 2023: Adopted Resolution 2023-13 supporting the authority to impose a local sales tax to fund specific capital improvements providing a regional benefit, to establish the duration of the revenue to be raised by the tax, and to authorize the City to issue bonds supported by the sales tax REFERENCE AND BACKGROUND The City of Monticello initiated an effort to enact a local option sales tax in early 2023. The first step was for City Council to pass a resolution outlining the details of the proposed tax and specify the projects proposed to be funded with the revenue. Monticello proposed a half percent sales tax which the MN Department of Revenue estimates would raise approximately $1.4 million in revenue annually. The tax is proposed for 20 years or until $30 million is raised, whichever comes first. Following either the 20 years or the maximum revenue collection, the tax would expire. Revenue from the sales tax is proposed to be divided evenly between two projects: the Bertram Chain of Lakes Regional Athletic Park and The Pointes at Cedar Recreational Area. Both are existing City Council priorities that would benefit from a designated funding source to facilitate completion as well as fit the state's requirements for regional use of sales tax revenue. Once the required documentation was submitted to the state legislature, City staff worked with Representative O'Neill and Senator Anderson to introduce our requested special legislation. Along with more than 30 other jurisdictions who made local sales tax requests, Monticello's City Council Agenda: 06/26/2023 legislation was included in the 2023 Omnibus Tax Bill. The next procedural step is for the City Council to adopt a resolution accepting the new law. Both the resolution and a local approval certificate will then be filed with the Office of the Secretary of State. Please note, accepting the new law does not impose the sales tax. The law gives the City of Monticello authority to go to the voters with the sales tax request in 2024. Although Monticello is proposing one tax, the referendum must include separate questions for each project. Only the ballot questions approved by voters may be funded by the sales tax. If only one project is approved, the % percent tax rate remains the same but the timeline and total revenue eligible to be collected would be reduced. If the tax is approved by the voters, the City will receive the funds through the Minnesota Department of Revenue monthly beginning in 2025. The collected revenues can be used to fund projects on a pay-as-you-go basis, or the City can choose to issue bonds which would then be paid back using local sales tax revenues. Finally, the City may not expend any money or resources, including staff time, promoting passage of the general local sales tax on the ballot. The city can simply provide information on the projects and facts on the local sales tax calculations. Budget Impact: Potentially, $30,000,000 over the next 20 years. If imposed, a separate fund or funds will be created to track proceeds and uses for each project approved. II. Staff Workload Impact: Staff estimates approximately four hours of time specific to this step in the process to enact a local option sales tax. Staff time on the steps preceding and following this requested action will be significant. Pending enaction of the local option sales tax, tracking and reporting on the general local sales tax will fall under the normal duties of the Finance department. III. Comprehensive Plan Impact: The Monticello 2040 Plan's Implementation Chapter cites specific policies in support of funding alternatives for Monticello's park and recreation facilities. These include identification of adequate funding sources for long-term capital improvements and maintenance planning (Policy 1.2.2) and implementation of funding mechanisms for phased development of the regional athletic park at Bertram Chain of Lakes (Strategy 3.3.2). In addition, in 2021, the City amended the 2040 Plan to adopt The Pointes Small Area Plan. STAFF RECOMMENDED ACTION City staff recommends adopting the draft resolution as submitted. The proposed use of this funding tool allows the City to capture revenue from regional visitors to Monticello for two projects which will in turn continue to benefit the greater region. City Council Agenda: 06/26/2023 Consistent with past Council direction, the implementation of the sales tax tool supports a continued phased and multi -pronged approach to the completion of these two projects. SUPPORTING DATA A. Draft Resolution 2023-52 B. Certificate of Approval of Special Law by Governing Body C. Resolution 2023-13 D. https://www.revisor.mn.gov/laws/2023/0/Session+Law/Chapter/64/ CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-52 RESOLUTION APPROVING MINNESOTA LAWS 2023, CHAPTER 64, ARTICLE 10, SECTION 40, ALLOWING THE CITY OF MONTICELLO TO IMPOSE A LOCAL SALES TAX WHEREAS, State of Minnesota (the "State") Legislature passed and the Governor of the State signed Minnesota Laws 2023, Regular Session, Chapter 64, Article 10, Section 40 (the "Law"), which authorizes the City of Monticello, Minnesota (the "City") to, among other things, impose a sales and use tax if approved by the voters at an election as requested under Minnesota Statutes, Section 297A.99, subdivision 3; and WHEREAS, the Law is effective upon approval by a majority vote of the City Council of the City (the "City Council") and the filing of a certificate with the Secretary of State, all in accordance with Minnesota Statutes, Section 645.021, subdivisions 2 and 3; and WHEREAS, the City Council has determined that it is in the best interest of the City and its residents to approve the Law. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Monticello, Minnesota that: 1. The Law is hereby approved in all respects. 2. The City Clerk is authorized and directed to file with the Secretary of State a certified copy of this resolution and the appropriate certificate in the form prescribed by the State Attorney General. 3. City staff are authorized and directed to take all actions necessary to implement the Law and bring to the C-ty Council further proceedings as necessary in order to implement the Law. Adopted by the City Council of Monticello on this 26th day of June, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk MN 190\101 \884250.v2 CERTIFICATE OF APPROVAL OF SPECIAL LAW BY GOVERNING BODY (Pursuant to Minnesota Statutes, 645.02 and 645.021) STATE OF MINNESOTA County of TO THE SECRETARY OF STATE OF MINNESOTA: PLEASE TAKE NOTICE, That the undersigned chief clerical officer of the DOES HEREBY CERTIFY, that in compliance with the provisions of Laws, 20 , Chapter requiring approval by a majority* of the governing body of said local governmental unit before it becomes effective, the at a meeting duly held on the day of (if other than resolution, specify) (designate governing body) 20 , by resolution did approve said Laws, 20 , Chapter by a majority vote* of all of the members thereof (Ayes ; Noes ; Absent or not voting ) and the following additional steps, if any required by statute or charter were taken: A copy of the resolution is hereto annexed and made a part of this certificate by reference. Signed: (Official designation of officer) (This form prescribed by the Attorney General and furnished by the Secretary of State as required in Minnesota Statutes 645.021.) *If extraordinary majority is required by the special law, insert fraction or percentage here. Please see reverse side for instructions for completing this form. S:\ELECT\ELECT1OPENAPPTICERTIFICATE OF APPROVAL OF SPECIAL LAW.doc INSTRUCTIONS Include the chapter number in the Laws of Minnesota that is to be approved on the Certificate of Approval form and in the resolution that approves the special law. Return the completed originally signed Certificate of Approval form with a photo copy of the resolution that approved the special law to: Election Division Secretary of State 180 State Office Building 100 Rev. Dr. Martin Luther King Jr. Blvd St Paul, MN 55155-1299 If you have any questions please contact Nancy Breems at 651/215-1440. CITY OF MONTICELLO, MINNESOTA RESOLUTION 2023-13 Resolution supporting the authority to impose a local sales tax to fund specific capital improvements providing regional benefit, to establish the duration of the tax and the revenue to be raised by the tax, and to authorize the City to issue bonds supported by the sales tax revenue. WHEREAS, the City of Monticello, Minnesota (the "City") has engaged community residents and businesses and identified two community projects of regional benefit including: (i) the acquisition, construction and equipping of various improvements to the future Bertram Chain of Lakes Regional Athletic Park, including but not limited to an athletic park with various sports fields and related amenities to host game play, practices, and tournaments, recreational and pedestrian trails, playgrounds, tennis courts, skating rinks, a parking lot, lighting, concessions and restrooms, located within Monticello Township and jointly owned by Wright County, at an estimated cost of $22,000,000 (the "Bertram Chain of Lakes Regional Athletic Park") ; and (ii) the acquisition, construction and equipping of various improvements to the future Pointes at Cedar Recreation Area, including but not limited to a stormwater pond, which will serve as a significant recreational water feature, surrounded by a series of recreational pedestrian trails and interconnected public spaces for discovery, at an estimated cost of $63,000,000 (the "Pointes at Cedar Recreation Area" and together with the Bertram Project Chain of Lakes Regional Athletic Park, the "Projects"); WHEREAS, the Projects will result in benefits to both the residents and businesses of the City and to non-resident visitors and businesses; and, WHEREAS, funding a portion of the Projects with a local sales tax will more closely distribute the cost of the Projects to the users of the facilities; and, WHEREAS, the Projects are estimated to cost approximately $85,000,000 including $22,000,000 for the Betram Chain of Lakes Regional Athletic Park and $63,000,000 for the Pointes at Cedar Recreation Area plus an amount equal to interest on and the costs of issuance of any bonds; and, WHEREAS, the City estimates that a local sales tax of 0.50 percent would generate $30,000,000 over 20 years; and, WHEREAS, the City has provided documentation of the regional significance of each project, including the share of the economic benefit to or use of each project by persons residing, or businesses located, outside of the jurisdiction including but not limited to materials DOCSOPENNN l 90\177\851396.vl -1/19/23 attached hereto as Exhibit A; and, WHEREAS, the estimated local sales tax revenue and estimated time needed to raise that amount of revenue for a portion of each project is as follows: - For the Bertram Chain of Lakes Regional Athletic Park: The City will collect $15,000,000 over 10 years. - For the Pointes at Cedar Recreation Area: The City will collect $15,000,000 over 10 years. - Plus for the costs of collecting and administering the tax and the costs of issuing any bonds including interest on any bonds issued supported by sales tax revenue. WHEREAS, Minn. Stat. § 297A.99 authorizes the imposition of a general sales tax if permitted by special law of the Minnesota Legislature; and, WHEREAS, Minn. Stat. § 297A.99 requires the City to pass a resolution authorizing such a local tax and to obtain Legislative approval prior to approval by the local voters to enact the local tax; THEREFORE, BE IT RESOLVED the following: 1. The City Council supports the authority to impose a general local sales tax of 0.50 percent for a period of 20 years to fund a portion the aforementioned Projects; 2. Upon approval of this resolution, the City will submit the adopted resolution and documentation of regional significance to the chairs and ranking minority members of the House and Senate Taxes committees for approval and passage of a special law authorizing the tax, by January 31 of the year that it is seeking the special law. 3. Upon Legislative approval and passage of the special law authorizing the tax, the City will adopt a resolution accepting the new law, which will be filed with a local approval certificate to the Office of the Secretary of State before the following Legislative session. 4. The City will put detailed ballot questions, which include separate questions for each of the Projects and authority for issuance of bonds, on a general election ballot for local voter approval. This will be done within two years of receiving legislative authority. 5. If one or more ballot questions pass, the City will also pass an ordinance imposing the tax and notify the commissioner of Revenue at least 90 days before the first day of the calendar quarter that the tax will be imposed. 6. Upon completion of the aforementioned requirements, the local sales tax will commence and run for 20 years or until a sum sufficient to fund a portion of the voter approved Projects, including amounts sufficient to pay interest on the costs of issuing DOCSOPEN\M N 1 90\177\851396.v 1-1 /19/23 any bonds, is raised, whichever comes first. ADOPTED BYthe Monticello City Council this 23" day of January, 2023. CITY OF MONTICELLO Erglo"kW,:A� ' - a A L . r DOCSOPEN\MN 190\177\851396.vl -1 /19/23 EXHIBIT A DOCUMENTATION OF REGIONAL SIGNIFICANCE DOCSOPEN\MN 190\177\851396.v1-1 /19/23 City Council Agenda: 6/26/2023 2J. Consideration of authorizing the finance manager to attend the 2023 Springbrook Activate conference in Las Vegas, Nevada from 10/25/2023 through 10/27/2023 at an estimated cost of $1,900 Prepared by: Meeting Date: ® Consent Agenda Item Finance Manager 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to authorize the finance manager to attend the 2023 Springbrook Activate conference in Las Vegas, Nevada from 10/25/2023 through 10/27/2023 at an estimated cost of $1,900. REFERENCE AND BACKGROUND Springbrook software is used by the finance department to process and report on all financial aspects of the City. Council approved an update to the software at its meeting on December 12, 2022. As the finance department researched the upgrade, other cities who use Springbrook as their software had positive feedback for Springbrook's annual Activate conference. The finance manager is responsible for overseeing and reviewing all transactions processed within Springbrook, so department staff feel she is the best person to attend the conference. The finance manager will bring back valuable information on ways to best utilize the new functionality in the various modules of the software. The estimated cost of attendance is $1,900, including airfare ($300), conference fee including meals ($795), hotel ($600), and other costs including ground transportation, MSP airport parking, and baggage ($205). Being this conference is out of state, Council approval is required before registering per the City's personnel policy. Budget Impact: The 2023 travel/training budget in the finance department of the General Fund includes $2,750 for staff training, which anticipated this as the only conference attended this year. II. Staff Workload Impact: The finance manager will be out of the office during the conference, but the conference will provide valuable information about efficiently using the newly updated software. III. Comprehensive Plan Impact: N/A City Council Agenda: 6/26/2023 STAFF RECOMMENDED ACTION Staff recommends authorizing the finance manager to attend the 2023 Springbrook Activate conference to facilitate understanding and functionality of the software upgrade and ongoing use of the system for the benefit of the organization. SUPPORTING DATA • Conference Information Springbrook Citizens and the Cloud Springbrook's third annual user conference October 25-27, 2023: Vdara Hotel Et Spa - Las Vegas, NV Springbrook KVS Cloud Springbrook Express P SOFTRIGHT PUBL10" S O F T W A R E Day Time Room Room Room Room Room Room Finance track Silk Road Pre Function Pre rreg room Main Room/Silk Road Silk2 Raphaell Raphae12 LIB track 15:00 Reg/ EXP 1-1 SB 1-1 (2-3) 16:00 Reg/ EXP 1-1 SB 1-1 (2-3) Day 1: 10/25 17:00 Reg/ EXP 1-1 SB 1-1 (2-3) Main room tracks applicable All 1 -1 training must be *CPE Classes *CPE Classes Wednesday 18:00 Reg/ EXP 1-1 SB 1-1 (2-3) for all users booked in advance 19:00 Reg/ EXP 1-1 SB 1-1 (2-3) *CPE Classes 20:00 Reg/ EXP 1-1 SB 1-1 (2-3) 8:00-8:30AM Reg Breakfast 8:00-8:30 AM 8:30-9:OOAM Reg CEO address/Technology Roadmap 8:30-9:OOAM *Cybersecurity 101 9:00-9:30 AM Reg SB 1-1 (2-3) Springbrook Express 1-1 9:00-9:30 AM 9:30-10:00 AM Reg SB1-1(2-3) Risk Awareness Springbrook Express 1-1 9:30-30:00 AM *Reporting& Analytics: Tableau Springbrook Express 1-1 Springbrook Express 1-1 *Springbrook Payroll *Springbrook UB Overview/Nav 10:00-10::30 AM SB1-1(2-3) 10:30-11:00 AM SB1-1(2-3) 10:00-10::30 AM 10:30-11:00 AM *Cybersecurity: You've been breeched *Springbrook Express: Cash Receipting Best Practices *Springbrook Timesheets *Springbrook UB-Adjustments&Past Due 11:00-11:30 AM SBS-1(2-3) 11:30-12:00 SB 1-1 (2-3) 11:00-11:30 AM 11:30-12:00 *Springbrook Project Management Lunch 12:00-12:30 PM SB 1-1 (2-3) 12:00-12:30 PM Day 2: 10/26 12:30-1:00 PM SB 1-1 (2-3) Keynote: TBA 12:30-1:00 PM *Communicating in a Crisis *Springbrook Express: Payroll Deep Dive *Springbrook Finance Director Training *Springbrook UB -Meter Mgmt/Billing Thursday 1:00-1:30 PM SB1-1(2-3) 1:30-2:00 PM SB 1-1 (2-3) 1:00-1:30 PM 1:30-2:00 PM *Maxmimzing your Support relationship 2:00-2:30 PM SB 1-1 (2-3) TBA Springbrook Integration *Springbrook Cash Receipts 2:00-2:30 PM Break Break Break Break 2:30-3:00 PM SB 1-1 (2-3) 2:30-3:00 PM *Overview of Federal Grant Compliance p *Springbrook Express - Utility Billing Setup, Changes, Adjustments More g 1 *Springbrook Building Blocks of UB Set-Up *Security &Internal Controls *Building Imports /Exports Configurables (Fin &UB) 3:00-3:30 PM SB1-1(2-3) 3:30-4:00 PM SB 1-1 2-3 ( ) 3:00-3:30 PM 3:30-4:00 PM Property Tax Demo *Springbrook Express - Bank Recon Best *Springbrook Bank Rec *Springbrook-PO/Workflow 4:00-4:30 PM SB 1-1 (2-3) 4:00-4:30 PM 4:30-5:00 PM SB1-1(2-3) 5:00-5:30 PM SB1-1(2-3) Practices& Balancing the Treasurer Report *Springbrook-AP/Workflow Springbrook Express 1-1 Payroll Round Table Tips and Tricks 4:30-5:00 PM 5:00-5:30 PM Mobile Work Order Demo Advanced Capital budgeting demo 5:30-6:00 PM SB 1-1 (2-3) Springbrook Express 1-1 5:30-6:00 PM Cocktail Reception 6:00-6:30 PM 6:00-6:30 PM 6:30-7:00 PM 6:30-7:00 PM 7:00-7:30 PM 7:00-7:30 PM 7:30-8:00 PM 7:30-8:00 PM 8:00-8:30 AM Breakfast 8:30-9:00 AM Keynote: TBA 9:00-9:30 AM SB1-1(2-3) *The Importance of *Springbrook Express: New and existing Clerk *Spri ngbrook Reporting and Filtering Property Tax Demo SB1-1(2-3) Mobile Work Order Demo Day 3: 10/27 9:30-10:00 AM SB 1-1 (2-3) 10:00-10:30 AM SB1-1(2-3) Cash Flow Forecasting Fundamentals & Cash Basis Accounting Springbrook Budgeting-New/Period/Multi Yea *Springbrook Express-Reports, Reports and SB 1-1 (2-3) SB1-1(2-3) *Are your Business Advanced Capital budgeting demo Friday 10:30-11:00 AM SB1-1(2-3) 11:00-11:30 AM SB1-1(2-3) Payments Safe? More Reports for Councils and Management Finance Round Table Springbrook Express 1-1 UB Round Table SB1-1(2-3) SB1-1(2-3) Customer Forum: Innovative Waysto Springbrook Express 1-1 Intro to Allocation Billing 11:30-12:00 AM SB1-1(2-3) Enhance Springbrook SB1-1(2-3) Lunch 12:00-12:30 PM 12:30-1:00 PM City Council Agenda: 6/26/2023 2K. Consideration of approving Resolution 2023-53 decertifying Tax Increment Financing (TIF) District #1-22 Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Clerk Economic Development Manager ACTION REQUESTED Motion to approve Resolution 2023-53 decertifying Tax Increment Financing (TIF) District #1-22. REFERENCE AND BACKGROUND TIF District #1-22 Downtown is a large redevelopment district created in 1997 with the first increment received in 1999. The district included 2004 Taxable General Obligation Tax Increment Bonds, an interfund loan from the EDA General Fund, and two different pay-as-you- go (PAYGO) obligations to two different developers. MN TIF laws state districts set the maximum duration of redevelopment districts at 25 years after the first year of increment, which would be 2024. However, MN TIF laws also dictate a district must be decertified earlier if all outstanding obligations of the district are satisfied. The final payment on the last outstanding PAYGO obligation was made on February 1, 2023, which was anticipated in the TIF management plan. Therefore, the district must be decertified in 2023. Any excess increment received will be returned to the County as required. The remaining balance in the district may be spent on qualified housing or redevelopment project costs. Budget Impact: There is minimal impact to the EDA budget in decertifying TIF district #1-22. II. Staff Workload Impact: Northland Securities will assist staff in filing the appropriate paperwork with Wright County and the State of Minnesota to decertify the district in 2023. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approving a resolution to decertify TIF District #1-22. City Council Agenda: 6/26/2023 SUPPORTING DATA • Resolution 2023-53 CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION APPROVING THE DECERTIFICATION OF TAX INCREMENT FINANCING DISTRICT NO. 1-22 BE IT RESOLVED by the City Council of the City of Monticello, Wright County, Minnesota (the "City"), as follows: Section 1. Recitals. 1.01. By a resolution adopted on March 10, 1997, the City and the Housing and Redevelopment Authority in and for the City of Monticello established Tax Increment Financing District No. 1-22 (the "TIF District"), a redevelopment district located within Central Monticello Redevelopment Project No. 1, and approved a tax increment financing plan for the TIF District, all pursuant to Minnesota Statutes, Sections 469.174 through 469.1794, as amended (the "TIF Act"). The administration of the TIF District was subsequently transferred to the City of Monticello Economic Development Authority (the "Authority"). 1.02. It has been proposed that the City and the Authority decertify the TIF District. 1.03. As of the date hereof, the projects have been completed, all obligations to which tax increment from the TIF District has been pledged have been paid in full or defeased, and the City has determined that it is in the best interests of the City to terminate and decertify the TI F District. Section 2. Findings for Decertification. Subject to the adoption by the Authority of a resolution approving the decertification on June 28, 2023, the TIF District shall be decertified as of the date hereof. Any remaining increments not eligible for spending, as determined by Authority and City staff, will be returned to Wright County (the "County") for redistribution in accordance with the TIF Act. Section 3. Direction to City Staff. The Clerk shall provide a certified copy of this resolution to the County Auditor/Treasurer of the County (the "County Auditor") so that the TIF District may be decertified on the books and records of the County Auditor with no further tax increment from the TIF District being remitted to the Authority or the City. Authority and City Staff are authorized and directed to determine the amount of tax increments to be returned to the County for redistribution, if any, and to transmit a copy of this resolution to the County with a request to de -certify the TIF District, it being the intent of the City that no further collection of tax increment from the TIF District will be distributed to the Authority or the City after June 28, 2023. The motion for the adoption of the foregoing resolution was duly seconded by Member , and upon vote being taken thereon, the following voted in favor thereof: and the following voted against: whereupon said resolution was declared duly passed and adopted. MN 190\ 101 \882062.v2 STATE OF MINNESOTA COUNTY OF WRIGHT ) SS. CylfV901A► [Q01114:11 1111111M I, the undersigned, being the duly qualified and acting City Clerk of the City of Monticello, Minnesota, do hereby certify that I have carefully compared the attached and foregoing extract of minutes of a regular meeting of the City Council held on June 26, 2023, with the original thereof on file in my office and the same is a full, true and complete transcript therefrom insofar as the same relates to the decertification of Tax Increment Financing District No. 1-22 WITNESS My hand as City Clerk and this 26th day of June, 2023. City Clerk City of Monticello, Minnesota MN 190\ 101 \882062.v2 City Council Agenda: 6/26/2023 2L. Consideration of adopting Resolution 2023-54 approving an amendment to the Monticello 2040 Vision + Plan (Comprehensive Plan), Chapter 3: Land Use, Growth and Orderly Annexation, amending Plan text to add flexibility for implementing the Plan's goals and land use objectives for Industrial designations. Applicant: City of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants, 6/26/2023 ❑ Regular Agenda Item Community Development Director Reviewed by: Approved by: Chief Building and Zoning Official, City Administrator Community & Economic Development Coordinator, Economic Development Manager ACTION REQUESTED Planning Commission unanimously recommends approval of the proposed amendments. Motion to adopt resolution 2023-54 for Amendment to the Monticello 2040 Vision + Plan (Comprehensive Plan), Chapter 3: Land Use, Growth and Orderly Annexation, amending the Plan text to add flexibility for implementing the Plan's goals and land use objectives for Industrial designations, based on findings in said resolution. REFERENCE AND BACKGROUND Property: Industrial Land Use designations, City of Monticello Planning Case Number: 2023-23 Request(s): Monticello 2040 Vison + Plan (Comprehensive Plan) Amendments, Chapter 3: Land Use, Growth and Orderly Annexation Deadline for Decision: N/A Land Use Designation: Employment Campus, Light Industrial Park, General Industrial Zoning Designation: IBC, 1-1, 1-2 Overlays/Environmental Regulations Applicable: N/A Current Site Uses: Various Surrounding Land Uses: N/A City Council Agenda: 6/26/2023 Project Description: Amendments to the Monticello 2040 Vision + Plan to align various images and text with industrial land use goals within the city. r_I►r_w&l&N In March 2023, the Planning Commission considered two amendments to the Monticello 2040 Vision + Plan relating to industrial land use designations within the city. During the discussion regarding these two amendments, the Commission indicated that the specific land use guidance for industrial areas should be reviewed in more detail to better align with the City's goals for industrial development and expectations for land use controls, such as zoning. The Planning Commission held two workshops in April and May to review the current Monticello 2040 Plan language. The Commission discussed the City's overall goals for industrial development, including those specifically identified within the 2040 Plan, and further supported by the recent Industrial Development Feasibility Study. The Commission then reviewed each of the 2040 Plan's three industrial land use designations in detail. The Commission clarified that each designation should clearly identify the expected land use impacts, site design goals and the types of industrial uses which would best fit these characteristics. In response to the direction and discussion, staff prepared proposed amendments to the 2040 Plan for the three industrial land designations. The changes include amendments to the text of the three industrial designations, although minor amendments to the supporting graphics are also proposed where warranted. Budget Impact: Costs associated with updating the actual 2040 Plan document's text and graphics will be paid from the Planning & Zoning budget and are anticipated at $1,000 or less. II. Staff Workload Impact: Staff spent approximately 10 hours preparing the amendments. III. Comprehensive Plan Impact: The 2040 Plan directs the city to plan for a range of workplace environments, accommodating different types of businesses in all shapes and forms. In addition, the 2040 plan lays the foundation for transitions in Monticello's tax base, shifting away from an energy -based economy and diversifying our tax base and employment centers. The proposed amendments are intended to align the industrial land use designation sections of the 2040 with these policies and strategies for industrial development and provide clarity in its developments goals and expectations. PLANNING COMMISSION RECOMMENDATION The Planning Commission reviewed this item on June 6 and held a public hearing on the proposed amendments. City Council Agenda: 6/26/2023 The Commission clarified that the lot configuration image within the Employment Campus designation would be updated. Staff confirmed. No public was present to address the Commission on this item. Following the hearing, the Planning Commission unanimously recommended approval of the proposed amendments, citing greater consistency with the intended development patterns for industrial areas of the community. STAFF RECOMMENDED ACTION Staff recommends approval of the proposed Amendments to the Monticello 2040 Vision + Plan (Comprehensive Plan), Chapter 3: Land Use, Growth and Orderly Annexation. The proposed amendments better reflect the City's current policies for industrial development in its various land use designations. SUPPORTING DATA A. Resolution 2023-54 B. Resolution PC -2023-20 C. Proposed Monticello 2040 Vision + Plan Industrial Land Use Amendments D. Excerpts, Monticello 2040 Vision + Plan, Land Use, Growth & Orderly Annexation *The Land Use Map included does not reflect the map amendments adopted by the city on March 27, 2023. E. Excerpts, Monticello 2040 Vision + Plan, Implementation F. 2023 City of Monticello Zoning Map G. Principal Use Table from Section 153.090 of the Monticello Zoning Ordinance CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-54 ADOPTING AMENDMENTS TO THE MONTICELLO 2040 VISION + PLAN FOR INDUSTRIAL LAND USE DESIGNATIONS WHEREAS, within the Monticello 2040 Vison + Plan, the city's adopted comprehensive plan, the City has provided land use guidance for industrial and employment land uses; and WHEREAS, the City has evaluated the text and supporting graphics for industrial and employment land use designations and has found a need to amend these components to more closely align with the goals, policies and strategies of the Monticello 2040 Vision + Plan; and WHEREAS, the proposed amendments provide distinguishing characteristics for each of the three industrial land use designations as related to expected land use impacts and land use compatibility, as well as the Monticello 2040 Vison + Plan's goals for a range of industrial and employment districts; and WHEREAS, the Planning Commission held a public hearing on June 6, 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report and the recommendation of the Planning Commission, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The proposed amendments to the Monticello 2040 Vision + Plan will continue to accommodate future and surrounding industrial and employment use and development, as envisioned by the City's industrial and economic development goals. The proposed amendments to the Monticello 2040 Vision + Plan address the expected impacts of industrial land uses on public services, including sewer, water, stormwater treatment, and traffic. The proposed amendments to the Monticello 2040 Vision + Plan provide guidance for the anticipated impacts of industrial land uses on surrounding property. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council hereby approves the amendment to the CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-54 Monticello 2040 Vision + Plan's industrial land use designations, including Employment Campus, Light Industrial Park and General Industrial. ADOPTED this 26th day of June, 2023, by the City Council of the City of Monticello, Minnesota. Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL la Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-54 EXHIBIT A PROPOSED AMENDMENTS CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-20 RECOMMENDING ADOPTION OF AMENDMENTS TO THE MONTICELLO 2040 VISION + PLAN FOR INDUSTRIAL LAND USE DESIGNATIONS WHEREAS, within the Monticello 2040 Vison + Plan, the city's adopted comprehensive plan, the City has provided land use guidance for industrial and employment land uses; and WHEREAS, the City has evaluated the text and supporting graphics for industrial and employment land use designations and has found a need to amend these components to more closely align with the goals, policies and strategies of the Monticello 2040 Vision + Plan; and WHEREAS, the proposed amendments provide distinguishing characteristics for each of the three industrial land use designations as related to expected land use impacts and land use compatibility, as well as the Monticello 2040 Vison + Plan's goals for a range of industrial and employment districts; and WHEREAS, the Planning Commission held a public hearing on June 6, 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed amendments to the Monticello 2040 Vision + Plan will continue to accommodate future and surrounding industrial and employment use and development, as envisioned by the City's industrial and economic development goals. 2. The proposed amendments to the Monticello 2040 Vision + Plan address the expected impacts of industrial land uses on public services, including sewer, water, stormwater treatment, and traffic. 3. The proposed amendments to the Monticello 2040 Vision + Plan provide guidance for the anticipated impacts of industrial land uses on surrounding property. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the amendment to the Monticello 2040 Vision + Plan's industrial land use designations, including Employment Campus, Light Industrial Park and General Industrial. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-20 ADOPTED this 6th day of June, 2023, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By:I -P Pau <onsor, Chair ATTEST: AngNSc'a n,Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-20 EXHIBIT A PROPOSED AMENDMENTS Proposed Monticello 2040 Vision + Plan Amendments Chapter 3 - Land Use, Growth and Orderly Annexation Page 65 Employment Campus Light Industrial Park Otter Greek rressiRg Suburban Manufacturing General Industrial Cargill Kitchen Solutions Page 80 EMPLOYMENT CAMPUS (EC) Th -i -s The Employment Campus designation IpFimaFily applies to aFeas used feF re.rea.reh -and- develepmen Gh s a u r a n t s a n,I h„t„i� -,i, -,ii ed Ch Ete;�st+ss such as se, vIbrati 0 n a n 0 d 0 r d A-ccur but mu -St be ste.recl ind-A-A-FS er screened frem the publie Fight ef way. The Empleyment Campus is characterized by a campus -like environment of one and two-story buildings on large parcels. It also provides a high level of amenities including pedestrian connections and architectural and landscape treatment that maintain high standards of visual quality in a campus like environment. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handlina and storaae may also occur but must be stored indoors ^r screened' {Fern This designation primarily applies to areas used for research and development, medical laboratories, advanced and light manufacturing, green and renewable technology development (not installations), computer technology, corporate headquarters and office campuses, and industrial engineering facilities. Some commercial uses such as restaurants and hotels are also allowed. LAND USE MIX: Employment Research and Development Advanced and L aht Manufacturing Green & Renewable Technology Development Renewable Reseurees PFef ..,.moi. nal -..,,+ Corporate Headquarters and Office Campuses Industrial Engineering Facilities Commercial Restaurant Child Care GeRyeigience Retail Corporate Hotel Recreational Plaza Public Space LOT PATTERN: Revise image to UMC lot configuration. Page 81 LIGHT INDUSTRIAL PARK (LIP) The Light Industrial designation accommodates a variety of light industrial uses. such -as pT professional and cerperate effices; and- industrial engineering facNities. This land use designation does not include the principal retail commercial uses found in the Employment Campus and a more limited range of commercial activities. Uses are characterized by a higher level of amenities not required in the General Industrial designation. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. Activities such as the handling of hazardous materials and outdoor storage are limited. Transportation impacts which occur are indirect support of the manufacturing or production use. The Light Industrial land use is distinguished from General Industrial land use by reduced potential for noise, visibility, truck activity, storage and other land use impacts. The Light Industrial Designation accommodates uses such as processing, assembly, production, and fabrication manufacturing which uses moderate amounts of partially processed materials, warehousing and distribution, research and development, medical laboratories, machine shops, computer technology, and industrial engineering facilities. Office uses also occur within these areas. This designation also accommodates limited local -serving commercial uses which may generate storage or noise impacts. LAND USE MIX: Industrial Warehousing and Distribution L�2kManufacturing Assembly Production & Fabrication Research and Development Medical Laboratories Computer Technology Commercial GffmEe Sepvaee based Minor Auto -Repair Self Storaoe ZONING INFORMATION: 2018 Correlating Zoning District IBC Industrial Business Campus (Amended March, 2023: Resolution 2023-27) 1-1 Light Industrial District Page 82 GENERAL INDUSTRIAL (GI) T#is The General Industrial designation allows for a variety of industrial uses 6^G-1110'^1; .,-,aR 1faGW. iRg that may need separation from residential or commercial uses. This desigr-,fi^r - e -d -at variety , self sterage facilities, small ;.yhA-1,--s;alers, and other small-scale industrial eper;-;tiA-.nl-;. A .1prnutP-d nurnbe.r A -f offices, earn rp P—rei-;; I uses, and PFGdUGfiA-P @Pd- uses alsA Ar -r ---r withip thpl;p ;;rp;;,; These aFea s may have the potential to generate off-site impacts including noise, odors, and vibration a -A4 *rye. Buffering, screening and landscape treatments may be required to enhance public rights-of- way and ensure land use compatibility. Transportation needs and impacts beyond those in directsupport of a site-specific manufacturing or production use may occur but require additional consideration or mitigation. This designation includes manufacturing, production and assembly, wholesale trade, production brewing, contracting yards, warehousing and distribution terminals and other industrial uses that may need separation from residential or commercial uses. which aFe generally eFiented- �^ ���"^ra' , and delivery operations, self sterage facilities, small wholesalers, and A-the.r small-scale Rd stria' eperatieRs. This designation also accommodates limited local -serving commercial uses which may generate storage or noise impacts. Industrial Manufacturing Small w Warehouse and delivery Distribution Gbperations Recycling Facilities Production Brewing Construction and Contracting Yards Machinery/Truck Repair Commercial Maior Auto Repair Commercial Entertainment/Outdoor Recreation AEeesseFy Uses f1Lvf ee FUTURE LAND USE MAP TABLE 3.7 FUTURE LAND USEACREAGES Note: This acreage includes both developed and undeveloped land within the City and MOAA. MONTICELLO 2040 VISION + PLAN 63 Commercial Designations Downtown Mixed -Use 4 W Commercial II II Community Commercial fi Regional Commercial Commercial and Residential Flex LIndustrial Designations ���E E Light Employment Industrial General Campus Park Industrial ■ CURRENT Other Designations Public and Institutional Xcel Monticello Nuclear Generating Plant * * (DW i• 0 * 1 sum (P Commercial Commercial Commercial Employment Industrial Industrial Public Uses Nuclear Power BZ�Z Cornerstone Cub Cafe and Target NA Foods Catering Co. MONTICELLO 2040 VISION + PLAN Otter Creek NA Polaris Crossing BZW Monticello Great River Xcel Regional Energy Library CURRENT EMPLOYMENT CAMPUS (EC) This designation primarily applies to areas used for research and development, medical laboratories, advanced manufacturing, green technology, renewable energy, computer technology, professional and corporate offices and industrial engineering facilities. Some commercial uses such as restaurants and hotels are also allowed. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. The Employment Campus designation is characterized by a campus -like environment of one and two-story buildings on large parcels. It also provides a high level of amenities including pedestrian connections and architectural and landscape treatment that maintain high standards of visual quality in a campus like environment. Employment Research and Development Advanced Manufacturing Green Technology Renewable Resources • Professional and Corporate Offices • Industrial Engineering Facilities Commercial • Restaurant • Convenience Retail • Corporate Hotel Recreational • Plaza • Public Space Primary Mode Vehicular with access to collectors and arterials �i Transit or shuttle service Secondary Mode Pedestrian -friendly streetscape Bicycle facilities and parking • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 6 stories • Lot Area - N/A ♦� 2018 Correlating Zoning District IBC Business Campus District 80 MC(� LAND USE, GROWTH AND ORDERLY ANNEXATION CURRENT LIGHT INDUSTRIAL PARK (LIP) The Light Industrial designation accommodates uses such as process and production manufacturing which uses moderate amounts of partially processed materials, warehousing and distribution, research and development, medical laboratories, machine shops, computer technology, professional and corporate offices and industrial engineering facilities. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. Activities such as the handling of hazardous materials and outdoor storage are limited. Industrial • Warehousing and Distribution • Manufacturing • Research and Development • Medical Laboratories • Computer Technology • Professional and Corporate Offices Commercial • Office • Service -based MONTICELLO 2040 VISION + PLAN Primary Mode Vehicular with access to collectors and arterials Transit or shuttle service Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 4 stories • Lot Area - N/A ♦l 2018 Correlating J Zoning District 1-1 Light Industrial District CURRENT GENERAL INDUSTRIAL (GIS This designation includes manufacturing, wholesale trade, production brewing, corporation and contracting yards and other industrial uses that may need separation from residential or commercial uses. This designation also accommodates a variety of local -serving industrial uses which are generally oriented toward local businesses and residents. These include auto repair and servicing, machine shops, artisan, crafts, woodworking and metallurgy, construction and contracting, equipment and vehicle rental, small warehouse and delivery operations, self -storage facilities, small wholesalers, and other small-scale industrial operations. A limited number of offices, commercial uses, and production and assembly uses also occur within these areas. These areas may have the potential to generate off-site impacts including noise, odors, vibration and truck traffic. Buffering, screening and landscape treatments may be required to enhance public rights-of-way and ensure land use compatibility. Industrial • Light Manufacturing • Small warehouse and delivery operations • Recycling Facilities • Production Brewing • Construction and Contracting Yards Commercial • Accessory Uses • Office -AM ■■ LOT PATTERN Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 2 stories • Lot Area - N/A '♦1 2018 Correlating J Zoning District 1-2 Heavy Industrial District 82 (« LAND USE, GROWTH AND ORDERLY ANNEXATION Primary Mode Vehicular with access to collectors and arterials 1F Transit or shuttle service Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 2 stories • Lot Area - N/A '♦1 2018 Correlating J Zoning District 1-2 Heavy Industrial District 82 (« LAND USE, GROWTH AND ORDERLY ANNEXATION Industrial and Employment Generating Areas The City uses three zoning districts to classify its industrial land based on use and locational aspects. Three new land use designations have been created based on these districts. The existing zoning district standards and their basic hierarchy is expected to remain, with development standards and use restrictions tailored to accommodate the particular needs of different industry types. However, the City may need to amend the zoning code to accommodate a range of new and modern industrial and employment generating uses, with consideration for any specific operational characteristics associated with such uses. The City should also continue to address potential impacts from industrial uses to nearby non -industrial uses. This is implemented through the zoning and the development review process, as well as the zoning ordinance performance standards that reduce the potential for land use conflicts. Strategies to reduce impacts related to vehicle storage, excessive dust and noise, landscaping and screening, and exterior lighting requirements can be included. Downtown Monticello The strategy for Downtown will rely on the City's Downtown Small Area Plan. Implementation of the Comprehensive Plan to achieve the vision of the Downtown will require a consistent approach between both planning documents. However, the Downtown Plan is the guiding document. Adjustments, as needed, to the existing zoning code will be one of the first steps. A significant catalytic project is needed to change perceptions of the Downtown. It is recommended that the City concentrate public investments in areas of the Downtown where a new sense of place can emerge. The City should actively promote and work towards a catalytic development project to help create a sense of place in the Downtown. This could include the Walnut Street corridor streetscape plan and connecting Walnut Street to River Street. New development projects, in particular Block 52, would make an exciting statement to the Mississippi riverfront and enliven this part of the Downtown. A new streetscape and new development along Walnut Street will reinforce the character of the corridor and connect the Downtown core near the riverfront to the Monticello Community Center, Cargill and other activity generators south of the Downtown. Mixed Neighborhoods & Commercial/Residential Flex Districts The Comprehensive Plan includes a new land use designation labeled Mixed Neighborhood. The purpose of this designation is to recognize areas of Monticello where a mix of residential housing types is the predominant use but could also have neighborhood serving commercial development that provides goods and services generally needed on a day-to-day basis. Commercial uses would typically be very small up to 1,000 square feet, while other areas near East Bertram designated MN may have larger neighborhoods which necessitate larger neighborhood centers. The City will need to amend the Zoning Code accordingly to accommodate such uses. Another new land use designation included in the Comprehensive Plan is referred to as Commercial/Residential Flex (CRF). The purpose of the Commercial/ Residential Flex designation is to give the City and property owners flexibility for future land use based on the economy and market demand. This designation allows a mix of flexible and compatible uses, such as commercial, office, retail and residential, in limited areas of the City on the same or adjacent properties. Development and improvement of properties designated as CRF will be implemented through the City's Planned Unit Development (PUD) zoning process, subject to review and approval of the City. g �O� �vrs�ir.�.■ �� r / -.-'� ■��rr� �, ee X111 .�WATER ACCESS PROPOSED PARK064"'.. POTENTIAL TUNNEL CROSSING1 ® iPOTENTIAL BRIDGE CROSSING MIXED NEIGHBORHOOD CHELSEA COMMONS PARK CONCEPT 190 IMPLEMENTATION IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM I Policy 5.1. Land Supply Strategy 5.1.3 - Retain existing General and Employment Growth Industrial areas, recognizing a need for such uses, while recognizing that these areas may require outdoor yard space, have special operational needs and are incompatible with more sensitive uses such as housing, schools and retail development. The impacts of these areas on the environment and nearby neighborhoods should be managed to reduce impacts and potential hazards, avoid nuisances, and maintain a high quality of life in Monticello. Strategy 5.1.4 - Develop a plan for servicing Employment Campus land areas with roads and utilities in recognition of their potential O O for tax base and employment generation. Most of the City's employment -generating land is developed with low-rise industrial uses and business parks, reflecting the City's character and proximity to Interstate 94. However, Monticello's employment base is diverse. The City includes health care facilities, manufacturing businesses, light assembly and repair businesses, professional and management services, hotels, restaurants, and a vast array of retail and service jobs. Just as neighborhoods and open spaces shape Monticello's identity and quality of life, so do these workplaces. MONTICELLO 2040 VISION + PLAN 209 IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM Policy 5.2: Range of Employment Districts Plan for a range of different types of workplace environments, accommodating many different kinds of businesses of all shapes and forms. Strategy 5.2.1 -Use the Employment Campus designation to signify areas for premier employment districts. Accommodate a range of uses and development settings in the "Employment Campus" designation, including research and development, technology, advanced manufacturing, medical laboratories, corporate office and planned industrial parks with a character of abundant landscaping and high design and aesthetic standards. O Strategy 5.2.2 - Use General Industrial zoning districts to provide a buffer between heavier industrial areas and more commercial or residential land uses consistent with the Future Land Use Map. These areas are also meant to 4accommodate local -serving businesses that are not appropriate for the City's retail centers due to their visual character, operational requirements and potential off-site impacts. Policy 5.3: Conversion of Industrial Land to Other Uses Prohibit the conversion of industrial or employment designated land to non- industrial uses unless two of the following three conditions are met: • The industrial use is isolated and is surrounded by non -industrial uses. • Subsequent analysis and public input are provided through a public review process that justifies a land use change. O • It is demonstrated that an extraordinary benefit would be provided to the city if converted to another use. This policy provides important criteria to be applied when evaluating Comprehensive Plan Amendments. It recognizes that employment and industrially focused land uses may not be viable in all locations in the city in the long-term and gives the City the flexibility to respond to new economic opportunities. However, it establishes a rigorous test to ensure that those locations that are viable for industry are conserved for that purpose. 210 9« IMPLEMENTATION IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM MONTICELLO 2040 VISION + PLAN Policy 5.4. Employment Strategy5.4.1- Utilize and maintain higher Generating Land Use Design floor area ratio and building height allowances & Regulations in certain industrial areas for manufacturing and Maintain land development warehouses than for other building types, due to regulations which support economic their unique function and space requirements. O Since the higher permitted FARs, standards shall growth, expansion into other be established to ensure that such buildings are economic sectors, and foster maintained as warehouses and not converted to achievement of the City's economic uses generating significantly higher development objectives. traffic volumes. Strategy5.4.2- Maintain a land use strategy for industrial and employment focused land that is consistent with the Economic Development Chapter. Strategy5.4.3- Continue to support quality site design for industrial uses as an investment in the community and employment districts, including O materials, landscaping and architecture. Strategy5.4.4 - As a means to attract and retain quality employees, develop employment centers which are supportive of quality of life needs of employees. Encourage the provision of O outdoor and indoor employee -serving amenities O in the City's workplaces, such as parks and plazas, outdoor seating areas, fitness facilities, bicycle storage areas and showers and related facilities. Strategy5.4.5 - Where high-quality natural amenities exist within or adjacent to developing industrial uses, integrate these areas into O ((c site design to support high-quality industrial JJl development. MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM 212 IMPLEMENTATION Policy 5.5. Co -Working, Strategy5.5.1- Amend zoning to allow co - Flexible Building Space working spaces in the downtown and other & Office Development commercial or employment areas of the City; require adaptable building and office space for Recognize the changing dynamic speculative development. to workspaces and anticipate the changing needs of office evelopment. Co -working spaces provide a centralized office location O �a utilized by a variety of individuals and small groups. Building space should be adaptable to multiple needs. New speculative office development should be discouraged unless a primary tenant is directly involved. Policy 5.6 - Industrial Strategy 5.6.1- Monitor and limit industrial uses ' Land Use Compatibility that use, store, generate, or transport significant quantities of hazardous materials in areas close O Achieve compatibility between to sensitive "uses such as schools, housing, or industrial uses and adjacent shopping centers. land uses through the regulation of industrial activities, limits on Strategy5.6.2- Improve the visual quality operations, and standards for and sustainability of industrial areas through buffering when required. This is requirements such as screening of storage particularly important in areas that areas, landscaping, prompt elimination of trash O may be adjacent to commercial and and roadside debris, and ongoing maintenance of buildings and properties. residential uses. 212 IMPLEMENTATION o § 153.090 USE TABLE. (A) Explanation of use table structure. (1) Organization of Table 5-1. Table 5-1 organizes all principal uses by use classifications and use types. (a) Use classifications. The use classifications are: agricultural uses; residential uses; civic and institutional uses; office use; commercial uses; and industrial uses. The use classifications provide a systematic basis for assigning present and future land uses into broad general classifications (e.g., residential and commercial uses). The use classifications then organize land uses and activities into specific "use types" based on common functional, product, or physical characteristics, such as the type and amount of activity, the type of customers or residents, how goods or services are sold or delivered and site conditions. (b) Use types. The specific use types identify the specific uses that are considered to fall within characteristics identified in the use classifications. For example; detached dwellings, parks and recreational areas, and schools are "use types" in the Single-family Residence District. (2) Symbols used in Table 5-1 (a) Permitted Uses= P. A "P" indicates that a use is permitted by right, subject to compliance with all other applicable provisions of this chapter. Uses may be subject to special regulations as referenced in the "additional requirements" column. (b) Conditionally Permitted Uses = C. A "C" indicates that a use is permitted provided the city can establish conditions necessary to ensure the use is compatible to the proposed location and surrounding properties. Inability of the city to establish conditions to adequately control anticipated impacts is justification for denial of a conditionally permitted use. Conditional uses may also be subject to special regulations as referenced in the "additional requirements" column. (c) Interim Permitted Uses= /.An "I" indicates that a use maybe permitted for a brief period of time provided certain conditions are met, and a specific event or date can be established for discontinuance of the use. Inability of the city to establish conditions to adequately control anticipated impacts is justification for denial of an interim permitted use. Interim permitted uses may also be subject to special regulations as referenced in the "additional requirements" column. (d) Prohibited Uses = Shaded cel/s.A shaded cell indicates that the listed use is prohibited in the respective base zoning district. (e) Uses not provided for within zoning districts. In any zoning district, whenever a proposed use is neither specifically allowed nor denied, the Community Development Department shall determine if the proposed use is comparable in potential activities and impacts to a use listed within the zoning district and is acceptable related to land use compatibility, traffic, and/or nuisance issues and established conditions and standards relating to development of the use. Where such a determination is made, the requirements established for the listed use shall apply as minimum standards for the proposed use. Additional requirements may be applied to address differences between the listed use and the proposed use. If no comparable use determination can be made, the use will be considered prohibited in which case an amendment to the ordinance text would be required to clarify if, where and how a proposed use could be established. TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements «P„ _ Permitted "C., _ Conditionally A R R R T M B I I I Permitted O A 1 2 N R3 R4 H 1 B2 B3 64 CCD BC 1 2 "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements «P„ _ Permitted «C„ _ Conditionally A R R R T M B I I I Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 1 2 "I" = Interim Permitted Agricultural Uses § 153.091(B) Agriculture P P P P P P P P P P P P P P P (1) Agricultural P § 153.091(B) Sales (2) Community P P P P P P P P P❑ § 153.091(B) Gardens () § 153.091(B) Stables CE❑ (4) Residential Uses § 153.091(C) (1) Attached Dwelling Types § 153.091(C)(2)(a ) Duplex P C § 153.091(C) See (2)(b ) Townhouse C PEIE E Table § 153.091(C) 5- 1A (2)(c ) Multiple- C P C C § 153.091(C) family (2)(d ) None Detached P P P P P P Dwelling Group residential P P P P P § 153.091(C) facility, single- (3) family Group residential C C C § 153.091(C) facility, multi- (3) family § 153.091(C) Mobile and manufactured C C C P C (4) home park TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P„ _ Permitted «C„ _ Conditionally A R R R T M B 1 1 Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 11 2 "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "Pyl Permitted „C„= Conditionally A R R R T M B 1 1 Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 11 2 "7” = Interim Permitted Civic and Institutional Uses Active park facilities P P P P P P P P P P P P P P P None (public) Active park facilities P P P P P P P § 153.091(D) (private) (1) Assisted living C I P C 1 C P § 153.091(D) facilities (2) Cemeteries C C C C C C C § 153.091(D) (3) C None Clinics/medical C P P services Essential P P P P P P P P P P P P P P P None services Hospitals C P P C § 153.091(D) (4) Nursing/ See § 153.091(D) convalescent C C C C C C C C C C P Table (5) home 5- 1A C None Passenger C C C terminal Passive parks and open P P P P P P P P P P P P P P P space § 153.091(D) Place of public C C C C CP C assembly (6) 153.091(D) Public buildings or C C C C C C C P C C P P C P P§ (7) uses Public § 153.091(D) warehousing I 1 1 (8) temporary C I I § 153.091(D) Schools, K-12 C C C C C (9) Schools, higher C education Utilities (major) C C C § 153.091(D) (10) TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements «P, _ Permitted "C„ _ Conditionally A R R R T M B 1 1 Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 11 2 "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P" = Permitted «C" _ Conditionally Permitted A R R R T R3 R4 M B B2 B3 B4 CCD I 11 I O A 1 2 N H 1 BC 2 "I" = Interim Permitted Commercial Uses Adult uses P P § 153.046(T) Auction house C § 153.091(E) (2) P P § 153.091(E) Auto repair - C C minor 1(3) Automotive wash P C § 153.091(E) facilities (4) Bed and C C C C C § 153.091(E) breakfasts (5) Brew pub P P § 153.091(E) (6) P P P None Business support P P services Commercial C P P § 153.091(E) lodging (7) P § 153.091(F) Commercial self- C storage See (3) P P P § 153.091(E) Communications/ P Table broadcasting 5- (8) Convenience C P P P 1A § 153.091(E) retail (9) § 153.091(E) Country clubC (10) P C § 153.091(E) Day care centersC C P (11) Entertainment/ recreation, P P C C C§ 153.091(E) indoor (12) commercial Entertainment/ recreation, CC C C § 153.091(E) outdoor (13) commercial Event centerLLHL C C C § T(15) 153.091(E)14) Financial I �F P C P § 153.091(E) institution TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements "P„ _ Permitted «C„ _ Conditionally A R R R T M B 1 1 Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 11 2 "7" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements Permitted „C„= Conditionally A R R R T R3 R4 M B B2 B3 B4 CCD 1 11 1 Permitted O A 1 2 N H 1 BC 2 "7” = Interim Permitted Commercial Uses Funeral P P § 153.091(E) services (16) Kennels C § 153.091(E) (commercial) (17) § 153.091(E) Landscaping/ nursery P (18) business Offices, commercial 153.091(E) and P P P P P P P§ (20) professional services Personal C P P P § 153.091(E) services (22) Production brewery or micro- p p § 153.091(F) distillery (12) without taproom See Production brewery or Table § 153.091(E) micro- C C 5 1A C C C (23) distillery with § 153.091(F) taproom or (13) cocktail room Recreational § 153.091(E) vehicle camp C (24) site Repair C P P P P§ 153.091(E) establishment (25) Restaurants C P P C § 153.091(E) (26) Retail commercial uses (other) P P P § 153.091(E) buildings less (27) than 10,000 sq. ft. Retail commercial § 153.091(E) uses (other) C P P (27) buildings over 10,000 sq. ft. TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements «P„ _ Permitted "C., _ Conditionally A R R R T M B 1 1 Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 11 2 "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types yp Base Zoning Districts Additional Requirements Permitted "C„ _ Conditionally A R R R T R3 R4 M B B2 B3 B4 CCD 1 11 1 Permitted O A 1 2 N H 1 BC 2 "I" = Interim Permitted Commercial Uses Retail service in the Pointes P P P P § 153.048 at Cedar Specialty § 153.091(E) eating U C P P P (28) establishments I § 153.091(E) Vehicle fuel LIED 1C C C sales (29) § 153.091(E) Vehicle sales C and rental (30) Veterinary C § 153.091(E) facilities (rural) (31) § 153.091(E) Veterinary facilities C C C (31) (neighborhood) P P P None Wholesale EFLLL11 sales See Industrial Uses Auto repair -§ C P P 153.091(F) major Table 5- (1 ) Bulk fuel sales C § 153.091(F) and storage 1A (2) Contractor's § 153.091(F) yard, I I I (4) temporary I I § 153.091(F) Extraction of minerals (5) §) 53.091 (F) General��❑ warehousing C P P 6 §) 53.091 (F) Heavy���❑ manufacturing C 7 Industrial ��❑ C P None services § 153.091 (F) Industrial self- storage C C (8) facilities Land C C C C C C C C C C C C C C C§ 153.091(F) reclamation (9) TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Requirements „P„ _ Permitted „C„ _ Conditionally A R R R T M B 1 1 Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 11 2 "I" = Interim Permitted TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts Additional Riverfront (A) Broadway (B) Requirements «P„ _ General Notes Permitted Cedar (C) CCD Retail, Office, Entertainment «C„ _ supported large Housing, Use and open supported by by space supported Types space, entertainment; Conditionally A R R R T supported by housing 2nd M B retail and I retail I Permitted O A 1 2 N R3 R4 H 1 B2 B3 B4 CCD BC 11 2 walnut & "7" = Interim General Notes Cedar (C) (D) CCD Office, PermittedLLL Entertainment Retail, large Housing, and open Retail supported space supported Use Types space, supported by Industrial Uses Light by limited supported by entertainment; housing users, retail and retail housing 2nd and P PP § 153.091(F) manufacturing services retail service Additional use requirements applicable per § 153.091 Uses: Residential Uses Single- family (10) Machinery/truck CUP *Upper floors only Multi 3 du or P* CUP* § 153.091(F) repair and *Upper under floors only *Townhous C (11) sales es on Townhouse CUP CUP* CUP P Broadway See Recycling and only C § 153.091(F) salvage center Table 5- 1A (14) Truck or freight C § 153.091(F) 1(15) terminal Waste disposal C § 153.091(F) and incineration (16) Wrecker andP LCI § 153.091(F) towing services ---L (17) TABLE 5-1A: CENTRAL COMMUNITY DISTRICT (CCD) USES SUB -AREA Riverfront (A) Broadway (B) walnut & pine (D) General Notes Cedar (C) CCD Retail, Office, Entertainment Retail, supported large Housing, Use and open supported by by space supported Types space, entertainment; housing retail by limited supported by housing 2nd and users, retail and retail and retail services services service TABLE 5-1A: CENTRAL COMMUNITY DISTRICT (CCD) USES SUB -AREA Riverfront (A) Broadway (B) walnut & Pine General Notes Cedar (C) (D) CCD Office, Entertainment Retail, large Housing, and open Retail supported space supported Use Types space, supported by by retail by limited supported by entertainment; housing users, retail and retail housing 2nd and and services services retail service Additional use requirements applicable per § 153.091 Uses: Residential Uses Single- family P* CUP *Upper floors only Multi 3 du or P* CUP* P *Upper under floors only *Townhous es on Townhouse CUP CUP* CUP P Broadway east of Pine only Multi 4-12 du CUP CUP CUP CUP Multi 13+ du CUP CUP CUP CUP CUP *Allowed on ground floor for Ground floor CUP* P P townhouses on Broadway east of Pine Commercial Brew Pub P P P P <10,000 sq. ft. Brew Pub CUP P CUP P >10,000 sq. ft. Commercial CUP CUP P Day Care Commercial P CUP CUP P Lodging Uses: Commercial Entertainme nt/Recreation, Indoor CUP* CUP* CUP* CUP <10,000 sq. Commercial ft. only (including theaters) Entertainme nt/Recreation Outdoor Commercial Subject to § Event centers CUP CUP CUP CUP CUP 153.091(F) (14 ) Funeral CUP services Personal P P P P CUP services Places of public CUP CUP CUP CUP CUP assembly Production brewery/ P P P P taproom Micro - distillery/ P P P P cocktail room Professional Upper office — CUP* P P P P floors sere and preferred retail CUP* - not P/CUP* on P/CUP* Upper Commercial allowed on ground on P floors office ground floor floor ground preferred floor Financial P P P P Drive thru by CUP Restaurants, bars <10,000 P P P P CUP sq. ft. Restaurants, bars > 10,000 CUP P CUP P CUP sq. ft. Retail Sales <10,000 sq. ft. P P P P P Retail Sales CUP CUP CUP P CUP >10,000 sq. ft. Retail with CUP P P P P service Specialty Eating P P P P CUP Establishments <10,000 sq. ft. Vehicle fuel CUP sales Veterinary No outdoor facilities < CUP CUP CUP CUP 10,000 sq. ft. I I I I uses I Industrial Uses Industrial PUD PUD Only PUD Only Civic and Institutional Uses Clinics/ medical CUP CUP P P services Public buildings or P CUP P CUP CUP uses (incl. public parks) Schools Pre- CUP CUP CUP K-12 TABLE 544 THE POINTES AT CEDAR DISTRICT (PCD) See § 153.048 (Ord. 780, passed 7-25-2022; Ord. 791, passed 11-14-2022) City Council Agenda: 6/26/2023 2M. Consideration to approve a Conditional Use Permit for Home Occupation for Manufacturing which requires equipment other than that which is typically found in a dwelling, and Use of an Accessory Building for said Home Occupation, which includes sales, in the R-1, Single-family Residential District. Applicant: Tyler Berg Prepared by: Meeting Date: ❑x Consent Agenda Item Northwest Associated Consultants, 6/26/2023 ❑ Regular Agenda Item Community Development Director R-1, Single Family Residential Overlays/Environmental Reviewed by: Approved by: Chief Building and Zoning Official, City Administrator Community & Economic Development Coordinator ACTION REQUESTED Planning Commission unanimously recommends approval of the Conditional Use Permit. Motion to approve the Conditional Use Permit for Home Occupation for Manufacturing which requires equipment other than that which is typically found in a dwelling, and Use of an Accessory Building for said Home Occupation, which includes sales, in the R-1, Single-family Residential District subject to the conditions in Exhibit Z and based on findings in Resolution PC -2023-19. REFERENCE AND BACKGROUND Property: Address: 1713 West Broadway St. PID #: 155-024-001141 Planning Case Number: 2023-20 Request(s): Conditional Use Permit for a Home Occupation Deadline for Decision: June 23, 2023 (60 -day deadline) August 22, 2023 (120 -day deadline) Land Use Designation: Low Density Residential Zoning Designation: R-1, Single Family Residential Overlays/Environmental Regulations Applicable: N/A Current Site Uses: Single Family Residential Surrounding Land Uses: City Council Agenda: 6/26/2023 North: Residential/Vacant Residential East: Residential/Public Park South: Broadway Street W. West: Residential Project Description: Operation of a Home Occupation manufacturing components of firearms with 3D printing machinery, and assembly/sales of completed products via mail order. ANALYSIS: The City's zoning creates categories of home occupations. The first category consists of "Exempt" Home Occupations. These are deemed to be permitted as a type of use included in various residential districts and include Family Daycare and registered Group Homes. The second category is "Administrative" Home Occupations. These are characterized by business uses of residential property that have little or no observable impacts on the neighborhood in which the residence is located. These are approvable by administrative review, permit and oversight from the Community Development Department. The zoning ordinance identifies a series of requirements that all home occupations, including those identified as "Administrative", must comply with. When the business use of property expands to have observable impacts, whether those impacts are traffic, noise, or uses and modifications to property that are uncharacteristic of residential neighborhoods, a Conditional Home Occupation Permit is required. The standard for reviewing such permits is a series of conditions identified in the ordinance that apply to all home occupations, and a further set of conditions that apply specifically to Conditional Use home occupations. The proposed home occupation in this case is a manufacturing operation that utilizes 3D printing to create parts for firearms, which the applicant, as a Federally licensed dealer, then combines with purchased components to assemble completed firearms for sale. The federal Bureau of Alcohol Tobacco and Firearms reviews and manages its licensed dealers, including a requirement that the licensee has zoning approvals for the subject property. With Federal licensing of the activity itself, the City's realm of review is limited to the essential land use, not the product being manufactured or sold. In this case, the zoning approval falls into the Conditional Use Home Occupation category due to the manufacturing activity, and the use of manufacturing equipment not commonly found in a single-family home, as well as the use of a portion of an accessory building on the property for a portion of the business activity. City Council Agenda: 6/26/2023 The general conditions applicable to all Home Occupations are as follows: 153.092 (D)(18)(d) General Provisions Applicable to all Home Occupations. All home occupations shall comply with the following general provisions: 1. All home occupations shall comply with the provisions of the City code. 2. Not have substantial adverse effects or noise impacts on nearby residential neighborhoods. 3. No equipment shall be used in the home occupation which will create electrical interference to surrounding properties. 4. Any home occupation shall be clearly incidental and secondary to the residential use of the premises, should not change the residential character thereof and shall result in no incompatibility or disturbance to the surrounding residential uses. 5. No home occupation shall require internal or external alterations or involve construction features not customarily found in dwellings except where required to comply with local and state fire and police recommendations. 6. There shall be no exterior storage of equipment or materials used in the home occupation, except personal automobiles used in the home occupation may be parked on the site. 7. The home occupation shall meet all applicable fire and building codes. 8. All signage on the property shall conform to requirements for residential signs in Section 4.5. 9. No home occupation shall be conducted between the hours of 10 p.m. and 7 a.m. unless said occupation is contained entirely within the principal building and will not require any on -street parking facilities. 10. No home occupation shall generate more traffic than one (1) car for off- street parking at any given point in time. 11. If located in the CCD district, the home occupation must meet all requirements for a "permitted home occupation" enumerated in subsection 153.092(D)(18)(e) below. In reviewing the general requirements, the use would appear to comply with the subject requirements. The "manufacturing" activity will occur in the home, as shown on the applicant's plan submissions, with use of the detached accessory structure for assembly as described in the narrative. The applicant does not conduct sales on the property, and there is no other external City Council Agenda: 6/26/2023 evidence of the business use of the property. The applicant indicated that the materials will be secured in a locked safe on the premises. For those home occupations that do not comply with the requirements for Administrative approval, the following standards are applied: (g) Specific requirements for conditionally permitted home occupations. 1. Conditionally permitted home occupations may be established only after securing a conditional use permit subject to the requirements of §.153.028(D). Examples of conditionally permitted home occupations include: barber and beauty services, photography studio, group lessons, saw sharpening, skate sharpening, small appliances and small engine repair and the like. 2. All conditionally permitted home occupations shall comply with the provisions applicable to all home occupations [§ 153.092(D)(18)(d)] and the following additional provisions in order to obtain a permit: a. No person other than a resident shall conduct the home occupation, except where the applicant can satisfactorily prove unusual or unique conditions or need for non-resident assistance from no more than four people, and that this exception would not compromise the intent of § 153.092(D)(18). b. The home occupations shall not create a parking demand in excess of that which can be accommodated on the premises as regulated by § 153.067, or five vehicles, whichever is less. c. No vehicle on the premises shall be parked closer than 15 feet from the curb line. d. Areas for stock -in -trade incidental to the performance of the service and equipment other than that which is typically found in a dwelling shall be identified on a site plan, and the applicant shall need to successfully demonstrate how such can be accommodated out of view from neighboring properties. As indicated in the application materials, the applicant will be the sole operator of the business, and no parking requirements other than those related to residents of the property will be created or needed. The applicant's materials are stored in the locations shown on the plans and secured as required. While the manufacturing aspect of the business is a component of the requirement for the CUP, the manufacturing in this case is a relatively quiet machine and is not expected to create noise that is atypical of residential property. Indeed, the 3D printers used in this business are City Council Agenda: 6/26/2023 becoming more and more common for various uses and require no unusual modifications to operate in a residential dwelling. Budget Impact: The applicant has provided the required fee and escrow for consideration of the request. II. Staff Workload Impact: Staff time associated with the review is covered in the majority by the escrow supplied. III. Comprehensive Plan Impact: The 2040 Plan includes a policy which supports neighborhoods with a strong set of amenities which enhance quality of life, retains residents and supports continued investment. The proposed home occupation use is consistent with the zoning regulations set up to maintain and support this policy, as the proposed use will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood in which it is located. PLANNING COMMISSION RECOMMENDATION The Planning Commission reviewed this item on June 6, 2023, and held a public hearing on the request. The applicant, Tyler Berg, was present to address the Commission. During the public hearing, an adjacent property owner requested information on the number of firearms that would be kept on site. The applicant stated that the number will generally be five or fewer and storage must meet permit regulation requirements. Another neighbor also addressed the Commission, explaining that he submitted a letter of public comment. He stated his support for the conditional use permit, subject to the conditions noted, including adherence to the statements within the application materials. The Commission inquired about the noise level associated with the printing activity, which was confirmed to be inaudible outside the building. The applicant indicated that the plastic processing associated with 3-D printing does not generate fumes. The Commission verified that the conditional use permit will cover both the manufacturing and use of detached accessory structure components of the application. Staff confirmed. Following the hearing, the Planning Commission unanimously recommended approval of the conditional use permit. STAFF RECOMMENDED ACTION Home Occupations are permitted accessory uses on residential property, with specific limitations to ensure that the business use is clearly secondary, and that its impacts do not create conditions that conflict with the surrounding residential character. The business use in City Council Agenda: 6/26/2023 this case appears to be consistent with those requirements, both general and specific as they apply to this site and location. As such, staff recommends adoption of Resolution No. 2023-19, recommending City Council approval of a Conditional Use Permit for a Home Occupation under the conditions and business description as provided in the application. SUPPORTING DATA A. Resolution PC -2023-19 B. Aerial Site Image C. Applicant Narrative D. Site Plan E. Floor Plans F. Letter of Public Comment Z. Conditions of Approval EXHIBIT Z Conditions of Approval Conditional Use Permit for a Home Occupation 1713 West Broadway St. 155-024-001141 1. Subject to the business description as provided in the applicant narrative and site plans. 2. Subject to the applicant receiving and continuing as valid all required and applicable state and federal licenses and permits. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-19 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A CONDITIONAL HOME OCCUPATION IN AN R-1 (SINGLE-FAMILY RESIDENTIAL) DISTRICT PID 155-024-001141 WHEREAS, the applicant has submitted a request to conduct a Home Occupation which requires a Conditional Use Permit per Monticello Zoning regulations; and WHEREAS, the proposed Home Occupation would include manufacturing and assembly of parts, and would be conducted both in portions of the principal home and a detached accessory structure; and WHEREAS, the proposed use would be contained entirely indoors, with little or no outside visual or noise impacts; and WHEREAS, the site is zoned Single -Family Residence (R-1) and, which allows such use as an accessory use by Conditional Use Permit; and WHEREAS, the Home Occupations, when they are found to have little or no negative impacts on the residential character of the neighborhood, are consistent with the Comprehensive Land Use Plan designation of "Low Density Residential" for the area; and WHEREAS, the applicants have provided materials documenting that the proposed home occupation will require no on-site employees apart from residents of the property; and WHEREAS, the applicants have provided materials documenting that the proposed home occupation will create no outside traffic to the home, and is otherwise conducted via mail and/or common delivery vehicles; and WHEREAS, the Planning Commission held a public hearing on June 6th 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-19 1. The applicant has provided plans demonstrating that the proposed structure will be in compliance with the standards for Home Occupation found in the zoning ordinance. 2. The applicant has provided plans demonstrating that the use will be confined to limited portions of the primary home and accessory building, whereas the residential use will continue to serve as the principal use of the buildings and property. 3. The parcel is a lot which will not require outside visits or create a demand for parking for outside visitors. 4. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood in which it is located. 5. The use will rely only on residents of the home, and require no outside employees. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for a home occupation, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. Subject to the business description as provided in the applicant narrative and site plans. 2. Subject to the applicant receiving and continuing as valid all required and applicable state and federal licenses and permits. ADOPTED this 6t" day of June, 2023 by the Planning Commission of the City of Monticello, Minnesota. MON ELLO P NNING COMMISSION By: Paul onsor, Chair ATTEST: i �-AA Angela Schumann, Community Development Director 2 Request for CUP for Home Occupation in the R-1, Single-family Residential District Created by: City of Monticello T&T G u nwo rks 1713 W Broadway St. Monticello Minnesota, 55362 Introduction T&T Gunworks is fundamentally about designing and manufacturing budget oriented firearms and firearm accessories. Through the relatively new technology of additive machining (3D printing) we can create affordable and quality products for market. This requires a large amount of Research and Development time up front to create (in order of importance) a safe, functional, quality, and affordable product. We will be initially manufacturing and selling firearms that are in the public domain (eg. AR -15 style rifles and Glock style pistols) while designing our own firearms. The design process is well underway currently but rigorous testing will of course be required. The cash-flow derived from selling designs not made in house will allow us to finish the design and testing. The Process We utilize modern 3D printers to produce our firearms and accessories. Everything we manufacture is made of polymers of various grades (Glass Impregnated Nylon, PolyLacticAcid+, Thermoplastic Polyurethane, etc). These polymers are non-toxic and can be recycled. The Bureau of Alcohol, Tobacco, Firearms, and Explosives (BATFE) considers a "firearm" to be the serialized component of a gun. The specific component that is labeled a "firearm" varies from gun to gun, but generally it is the largest, integral component. In the case of an AR -15 it is the lower receiver, and in the case of Glock style pistols it is the frame. These components are what we manufacture. After the "firearm" is manufactured in our 3D printers we move onto assembly to make a completed, functional firearm. Every other component is purchased from other vendors and shipped to us. This includes all small parts (springs, pins), and larger parts (barrels, hand guards). Assembly is a relatively straight forward process and involves the use of hand tools (hammers, punches, files, wrenches) as well as the use of rotary tools (Dremel). Business Model Our business is a purely online one. Through a public facing website we can ship out accessories directly to our customers, and completed assembled firearms can be shipped out to a Federal Firearms License holder of our customers choice. Organic marketing through social media as well as advertising at local/regional gun shows will drive our customer engagement. This is a manufacturing business, there will be no customer interaction where the firearms are produced, and no sales of any kind will be allowed on site. Miscellaneous Information Our owner (and sole employee) Tyler Berg, is an industrial manufacturing veteran bringing years of experience in traditional machining for the most demanding of customers. He has worked for customers in both the civilian world and defense contractors producing and prototyping components for the nuclear, aerospace, and medical industries. Prior to beginning his career in manufacturing he worked as a pawnbroker and has experience with BAFTE compliance and data maintenance. Manufacturing will be conducted during daylight hours and entirely indoors. Noise levels generated by a 3D printer are low and comparable to a dishwasher. All assembly will be completed in the detached garage. All firearms and components will be stored on the 2nd story in the NE room marked STORAGE on the floor plan. Firearms will be locked in a fire proof gun safe. No items will be stored in the detached garage unless assembly is actively occurring. All deliveries will be handled by domestic carriers (FedEx, UPS) and all outgoing shipments will be handled by both USPS and domestic carriers. These will be handled by Tyler dropping the shipments off at a carriers facility using his personal vehicle. The surrounding area is almost exclusively zoned R-1; with the exception of the 1-2 zone to the northwest for the Monticello Nuclear Generating Plant. (Maps have been attached bellow) Single family houses make up the vast majority of the neighborhoods. One of the benefits of this type of light manufacturing is that it has a very small footprint; from the exterior nothing will look different about the property from any other in the neighborhood. Since this is not a public facing business there will be no signage or other promotional material displayed. Thank you very much for your time and consideration, Tyler Berg Owner T&T Gunworks woks On The River 'i u 1" QKeller Lake Commons Crnj del a ' y :el Ener $ - R Tr i c� Bridgeriew Duane's Manneo Assembly of God© ' 0 Monticello Country Club R Green Haven fm�ee 35 kE Co YRtl l9 rv. cnl�Gowu Ra � imi�po,anly [i�ua. C Monticello Ewing Farms v Q "ae Q dV ..on Molorsports(p Runningsv Monticelio� tlle --..: MidScholl The Home Depot 1p 0 R"1 41, I Fleet Farmv — _--- - MantireJlo High School �Culver5 qe Emagine Morrticello Q �f' Go It t � Wolman Supercenter ' P 1 DISC Golf Course ♦ Q Mon p, Park \ 1 --� Boal Launch 3, Ce�✓� op$ ry Rtl 75 NE US Nuclear \-. ® RegulaloryCommn MontissippFf c � Regional Park - '1 Montissippi Co Park g Nty Fields Q Xcel Energy- MonticelloQ Mont Training Center & Monticello Area Al— Society - tf-h-Cir II Hlllcrear Rd Prairie Rtl Pralrle Rd Prairie pd\ RiverV k lokkeepingQ \•B a� wwareaas sE P. PL. :o C �9GS• Brinkman', E •�Starte Family Chili Hillcrest Park Gongle West Side Park Q Hillcrest Park 4r- Hillcrest i From: To: Subject: Cnnsie m o a oc]Monal D P roi 1713 W Broadway Date: c rday, June 3, 2023 2:0:32 W Acta drments: I To: City of Monticello Planning Commission. City of Monticello City Council Subject. Consideration of a Conditional Use Permit 1713 W Broadway As a current neighborhood resident, previous owner of the subject property and current owner of two adjacent parcels I am writing to express that I have no objection to the proposed conditional use of the subject property. The conditional use, as specifically defined in the proposal, appears to present no adverse effect on the R-1 neighborhood. However, I want to further state that additional traffic, noise, or any other future adverse effects would meet with my substantial opposition and pursuit of having the conditional use permit suspended. Submitted to the Planning Commission for their review at the June 6, 2023 hearing. Daryl C. Tindle 1707 W River St. "Be lovers of freedom and anxious for the fray" City Council Agenda: 6/26/2023 2N. Consideration to approve a Conditional Use Permit for an Accessory Structure—Major in the R-1, Single Family Residential District with a driveway leading to the detached structure in the rear yard. Applicant: Benjamin Roberg Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants, 6/26/2023 ❑ Regular Agenda Item Community Development Director Reviewed by: Approved by: Chief Building and Zoning Official, City Administrator Community & Economic Development Coordinator, Project Engineer ACTION REQUESTED Planning Commission unanimously recommends approval of the Conditional Use Permit. Motion to approve the Conditional Use Permit for detached accessory structure and driveway in rear yard based on findings in Resolution No. PC -2023-17 and subject to the Conditions of Exhibit Z. REFERENCE AND BACKGROUND Property: Legal Description: Lot 8, Block 2, Sunset Ponds Addition PID #: 155-159-002080 Planning Case Number: 2023-15 Request(s): Conditional Use Permit for garage area more than 1,200 square feet, and driveway in the rear yard. Deadline for Decision: June 11, 2023 (60 -day deadline) August 10, 2023 (120 -day deadline) Land Use Designation: Low Density Residential Zoning Designation: R-1, Single Family Residential Overlays/Environmental Regulations Applicable: N/A Current Site Uses: Single Family Residential and Attached Garage Surrounding Land Uses: City Council Agenda: 6/26/2023 North: Single Family Residential East: Single Family Residential South: 1-94 / Single Family Residential West: 1-94 / Single Family Residential Project Description: This item was tabled, and the hearing continued from the regular May meeting of the Commission. The construction of a 28' x 32' detached accessory structure is proposed on the subject property to be located within the rear yard of the site and includes a total of 896 square feet on the ground level and an additional 480 square feet on a second level identified as storage. Including the existing attached 596 square foot three -stall garage, a total of 1,492 square feet of space is proposed on the site. The upper storage area of the accessory building is exempt from the accessory structure square footage calculation as it is considered non -habitable space. The Zoning Ordinance permits a total of 1,200 square feet of garage area, with an additional 300 square feet allowed by Conditional Use Permit, and a maximum overall area of 1,500 square feet. The applicant indicated the ground floor area of the proposed accessory structure is intended to be used as a shop, golf simulator area and potentially, the parking area for a passenger vehicle. The second floor will be used only for personal storage and constructed as such. A driveway is proposed that would lead to the detached structure. In conjunction with the garage (accessory structure) construction, the applicant intends to remove an existing 120 square foot storage shed located on the site. ANALYSIS Zoning. The subject site is zoned R-1, Single Family Residential. Within R-1 districts, detached accessory buildings may not exceed 1,200 square feet in area except by conditional use permit. Thus, the processing of a conditional use permit is necessary. Setbacks. As indicated below, the proposed detached accessory building location meets applicable setback requirements: City Council Agenda: 6/26/2023 Related to the setback elements, the proposed driveway extension would bypass the existing attached garage through a side yard that is 11 feet in width. The driveway is shown on the applicant's amended application to be no greater than 8 feet in width, leaving a 3 -foot setback to the adjacent property line. This 3 -foot setback meets the required standard for such driveways. Lot Area and Width. The subject site measures 25,494 square feet in size and has a width of approximately 80 feet (measured at the front setback line). This exceeds the minimum standards for lots located in R-1 zoning districts. Building Height. The maximum allowed accessory building height in the R-1 zoning district is 15 feet. The Ordinance defines "building height" as follows: A distance to be measured from the mean ground level to the top of a flat roof, to the mean distance of the highest gable on a pitched or hip roof, to the deck line of a mansard roof, to the uppermost point on all other roof types. As shown on the submitted front building elevation, two dormers are proposed. While the two dormers technically include "gables," it is, in this case, considered appropriate to measure structure height from the side elevation gables. A structure height of 15 feet is proposed in compliance with the maximum height requirement of the Ordinance. Building Type and Design. The applicant submitted a narrative which states that the proposed accessory building will be finished in siding and shingles which will match those used on the existing home. As shown on one of the submitted building elevations, vertical siding is proposed on the accessory building. In contrast, the home appears to have horizontal siding. Staff recommends that the orientation of the siding on the accessory structure match that on the home. As a condition of conditional use permit approval, the materials used to finish the garage must sufficiently match the existing home in material type and color. Required Proposed Front Yard No closer than the Principal Building NA Side Yard (north) 6 feet 9 feet Side Yard (east) 6 feet 96 feet Rear Yard 6 feet 45 feet Related to the setback elements, the proposed driveway extension would bypass the existing attached garage through a side yard that is 11 feet in width. The driveway is shown on the applicant's amended application to be no greater than 8 feet in width, leaving a 3 -foot setback to the adjacent property line. This 3 -foot setback meets the required standard for such driveways. Lot Area and Width. The subject site measures 25,494 square feet in size and has a width of approximately 80 feet (measured at the front setback line). This exceeds the minimum standards for lots located in R-1 zoning districts. Building Height. The maximum allowed accessory building height in the R-1 zoning district is 15 feet. The Ordinance defines "building height" as follows: A distance to be measured from the mean ground level to the top of a flat roof, to the mean distance of the highest gable on a pitched or hip roof, to the deck line of a mansard roof, to the uppermost point on all other roof types. As shown on the submitted front building elevation, two dormers are proposed. While the two dormers technically include "gables," it is, in this case, considered appropriate to measure structure height from the side elevation gables. A structure height of 15 feet is proposed in compliance with the maximum height requirement of the Ordinance. Building Type and Design. The applicant submitted a narrative which states that the proposed accessory building will be finished in siding and shingles which will match those used on the existing home. As shown on one of the submitted building elevations, vertical siding is proposed on the accessory building. In contrast, the home appears to have horizontal siding. Staff recommends that the orientation of the siding on the accessory structure match that on the home. As a condition of conditional use permit approval, the materials used to finish the garage must sufficiently match the existing home in material type and color. City Council Agenda: 6/26/2023 Driveway. As previously indicated, the applicant expressed interest in parking a vehicle in the accessory building and provided a garage door to a portion of the building. The structure will function as a "garage" and may be accessed via a driveway. The applicant's revised plans show a driveway just wide enough to access one garage space. The applicant should identify the intended surfacing to access the garage — pavement is required to avoid driving over grass or other landscaping. This clarification to the plans should be made as a condition of approval. Conditional Use Permit Criteria. Approval of a conditional use permit application requires that the City find that conditions can be established to ensure that all the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property. Staff Comment: The proposed conditional use is expected to increase the property value of the subject site and is not expected to negatively impact neighboring properties. The parcel is an oversized single-family lot and is bounded by the 1-94 exit ramps — little impact if any is likely on neighboring property. (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use. Staff Comment: The accessory structure will be constructed in accordance with Building Code requirements and will not endanger persons or property in the area. (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. Staff Comment: The surrounding area is fully developed. No access or development will be impacted by the proposed accessory building. (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. Staff Comment: Construction of the accessory building is not expected to have an impact on utilities or roads. (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City Code requirements. Staff Comment: As discussed in this report, the applicant should clarify surfacing compliant with zoning ordinance. (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution. City Council Agenda: 6/26/2023 Staff Comment: While a portion of the accessory building is to be devoted to a "shop," odors and/or noise impacts are not anticipated. It is important to note that the requirements of the City's nuisance ordinance apply to all properties in the City. The uses in the building are typical of those expected for single family property, and no extraordinary impacts are foreseen. With finish materials that match the existing structure, no visual impacts are expected. (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled. Staff Comment: No impacts to any natural features are expected with this project. (viii) The conditional use will adhere to any applicable additional criteria outlined in Chapter 5 for the proposed use. Staff Comment: In review of the remaining provisions of Chapter 5, the project will be compliant with the City's requirements. Accessory Building CUP Requirements. In addition to the requirements above, the Zoning Ordinance also imposes the following requirements upon accessory structures such as that proposed by the applicant: (i) Size 1. Except by Conditional Use Permit issued pursuant to Section 5.3(D)(2)(a)(i)(2) below, no detached accessory building shall exceed ten percent (100) of the rear yard of the parcel on which it is located, nor shall any combination of attached garage and detached accessory building exceed the following maximum area, whichever is less: a. 1,200 square feet, or b. The gross square footage of the principal building footprint. Staff Comment: The combined floor area of the existing garage and proposed detached garage exceeds 1,200 square feet. Thus, the processing of a conditional use permit is necessary and is currently in process. For reference, the Zoning Ordinance defines "floor area" as "The sum of the gross horizontal areas of the floors of a building measured from the exterior faces of the exterior walls or from the centerline of walls separating two buildings... and excluding attic areas with a headroom of less than seven feet." 2. The size limitations for accessory building area listed in Section 5.3(D)(2)(a)(i)(1) above may be increased, up to a maximum square footage of 1,500 square feet, by the issuance of a Conditional Use permit when the following conditions are found to exist: City Council Agenda: 6/26/2023 a. Accessory building space is to be utilized solely for the storage of residential personal property of the occupant of the principal dwelling, and no accessory building space is to be utilized for commercial purposes. Staff Comment: As noted, the second floor of the building is proposed to be used for personal storage, with an external stairway providing access to the storage area. The Building Code considers habitable space to be areas of adequate square footage with a ceiling height of at least 7 feet or more. In this case, the applicant designed the building with an interior ceiling height of C-11", which avoids the inclusion of the space as "habitable", per building code definition. This keeps the total accessory building square footage under the 1,500 square foot cap. Although the space is usable, the primary purpose and application of the 1500 square foot ordinance limitation has been to space which is habitable or may be occupied. The applicant stated in his narrative that the accessory building will be used for storage of personal property. As a condition of approval, no commercial business will be allowed in the new garage or existing garage. b. The parcel on which the accessory building is to be located is of sufficient size such that the building will not crowd the open space on the lot. Staff Comment: The subject property measures 25,474 square feet in size and has sufficient width to accommodate the proposed rear yard accessory structure. C. The accessory building will not be so large as to have an adverse effect on the architectural character or reasonable residential use of the surrounding property. Staff Comment: The new garage will have a footprint of 896 square feet. Staff believes that this is not an unreasonable size given the lot area and its width. d. The accessory buildings shall be constructed to be similar to the principal building in architectural style and building materials. Staff Comment: The applicant stated his intent to provide siding and roof materials similar to the principal building in compliance with this requirement. As discussed previously, the siding should be oriented to match the existing home, horizontal rather than the vertical shown. I. Budget Impact: The applicant has provided the required fee and escrow for consideration of the request. II. Staff Workload Impact: Staff time associated with the review is covered in the majority by the escrow supplied. This specific request generated additional code review related to the City Council Agenda: 6/26/2023 second -level storage area and driveway, which is coded to the Planning department budget. III. Comprehensive Plan Impact: The 2040 Plan encourages residents' improvement of their properties, as identified in the following policy statement: "Encourage continued reinvestment in Monticello's neighborhoods by private property owners." PLANNING COMMISSION RECOMMENDATION The Planning Commission reviewed this item on June 6, 2023 and held a public hearing on the request. During the public hearing, the Planning Commission requested clarification on the location of the existing fence and the required exterior finish materials. It was note that the fence is located on the property line, which will accommodate the driveway, and that given both the fence and location of the structure, no brick or stone will be necessary on the accessory structure. The Commission also requested clarification that a survey will be required for this type of project regardless of the condition in Exhibit Z. Staff confirmed. Other than the applicant, no other public was present to address the Commission on the item. The Planning Commission unanimously recommends approval of the conditional use permit. STAFF RECOMMENDED ACTION Staff recommends approval of the CUP with the Conditions listed in Exhibit Z. The applicant proposed a building which meets the requirements of the City's allowances for such buildings in area, height, and setbacks. Additional conditions relating to building materials will also ensure compliance with ordinance requirements. The clarification of the garage use and access/driveway considerations will be a final aspect of the review. SUPPORTING DATA A. Resolution PC -2023-17 B. Aerial Site Image C. Applicant Narrative D. Site Plan Based on the Certificate of Survey E. Plans, Including: a. Building Elevations b. Floor Plans c. Attic Layout and Wall Detail Z. Conditions of Approval *7:II 11 to CONDITIONS OF APPROVAL CONDITIONAL USE PERMIT FOR ACCESSORY STRUCTURE HAVING A City Council Agenda: 6/26/2023 FLOOR AREA GREATER THAN 1,200 SQUARE FEET WITH A DRIVEWAY LEADING TO THE DETACHED STRUCTURE IN THE REAR YARD LOT 8, BLOCK 2, SUNSET PONDS ADDITION A certificate of survey detailing all structures, including the proposed, is provided which meets the requirements of the ordinance and those recommendations of the Chief Building Official and City Engineer. 2. The building is constructed per plans provided, ensuring that the upstairs space is not "habitable", per building code provisions. 3. As the accessory structure is to be used for the storage of a motor vehicle or vehicles it is considered a "garage" and driveway access shall be identified. The location, paving materials and configuration of such driveway shall be illustrated on the site plan. 4. The second floor of the garage (accessory building) shall be devoted to personal storage and shall not be used for the occupancy of persons. 5. No business use shall be conducted within the accessory structure. 6. The exterior finish materials of the accessory structure shall match the existing home in material type, color, and the orientation of the siding. 7. The existing 120 square foot storage shed located on the site shall be removed prior to certificate of occupancy for the new accessory building. 8. The accessory structure may not be used for a home occupation unless authorized under separate review per ordinance requirements. 9. Issuance of a Driveway Permit by the City of Monticello Engineering Department is required prior to installation of the driveway related to the Conditional Use Permit approval. 10. Comments and recommendations of other Staff and the Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-17 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY BUILDING AND DRIVEWAY IN REAR YARD IN AN R-1 (SINGLE-FAMILY RESIDENTIAL) DISTRICT LOT 8, BLOCK 2 SUNSET PONDS ADDITION PID 155-159-002080 WHEREAS, the applicant has submitted a request to construct a detached garage structure in the rear yard portion of the subject property for storage of private residential storage and recreational use; and WHEREAS, the proposed total accessory building space would exceed the standard garage area of 1,200 square feet; and WHEREAS, accessory building space, when exceeding 1,200 square feet, requires a Conditional Use Permit, and WHEREAS, the site is zoned Single -Family Residence (R-1) and, which allows such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Low Density Residential" for the area; and WHEREAS, the applicants have provided materials documenting the proposed structure and location of the structure on the subject property, along with access via driveway; and WHEREAS, the Planning Commission held a public hearing on May 2nd 2023 (continuing said hearing to June 6t" 2023) on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed structure will be in compliance with maximum square footage requirements, which require a accessory structures to total no more than 1,500 square feet. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-17 2. The applicant has provided plans demonstrating that the detached structure addition is architecturally similar to the principal structure in roofline and facade appearance, subject to appropriate conditions of approval. 3. The parcel is a lot which will accommodate the accessory space without crowding the subject property or neighboring parcels. 4. The large rear yard, and the lack of neighboring residential property in that direction minimizes the potential for negative impacts. 5. The building will be constructed so as to be consistent with the use and building massing of other single-family structures common in the community and in the neighborhood. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for a detached garage, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. A certificate of survey detailing all structures, including the proposed, is provided which meets the requirements of the ordinance and those recommendations of the Chief Building Official and City Engineer. 2. The building is constructed per plans provided, ensuring that the upstairs space is not "habitable", per building code provisions. 3. As the accessory structure is to be used for the storage of a motor vehicle or vehicles it is considered a "garage" and driveway access shall be identified. The location, paving materials and configuration of such driveway shall be illustrated on the site plan. 4. The second floor of the garage (accessory building) shall be devoted to personal storage and shall not be used for the occupancy of persons. 5. No business use shall be conducted within the accessory structure. 6. The exterior finish materials of the accessory structure shall match the existing home in material type, color, and the orientation of the siding. 7. The existing 120 square foot storage shed located on the site shall be removed prior to certificate of occupancy for the new accessory building. 8. The accessory structure may not be used for a home occupation unless authorized under separate review per ordinance requirements. 9. Issuance of a Driveway Permit by the City of Monticello Engineering Department is required prior to installation of the driveway related to the Conditional Use Permit approval. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-17 10. Comments and recommendations of other Staff and the Planning Commission. ADOPTED this 6t" day of June, 2023 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO P NNING COMMISSION By: --'. Pau NNJnsor, Chair ATTEST: Angela Schuma n, C mmunity Development Director 3 Request for CUP Accessory Structure -Major and Driveway Leading to in Rear Yard in the R-1 Created by: City of Monticello To City of Monticello Community Development Staff: As part of the Conditional Use Permit (CUP) process, this document is to serve as the written narrative for my application for our property on 9413 Giffort Court; Monticello, MN 55362. We are asking for a Conditional Use Permit for the purpose of increasing the square footage allowed for a detached structure on our property up to the allowable 900 square feet. This is to build a detached shed structure that would have a footprint of 28' by 32'. Half of the structure would be used as a shop area and the other half would be used for a personal golf simulator area. We are using attic space for storage, which is accessible by deck stairs. This attic area will not be used for occupancy, but to store personal belongings for our family of six. We have added two dormers to the roof of the structure that will face the street for aesthetic purposes. We will be finishing this structure with siding that matches as close as possible to our existing color on our home, and it will have black/gray architectural shingles, which are the style on our home as well. Our existing 10x12 accessory shed will be removed upon building this detached structure. We are also asking for approval of a driveway that would extend from our current driveway to the structure in the rear yard for access. This driveway would be made of concrete. id d d r e-5 5 , I CER TIF7ICA TE OF SURVEY FOR M. W. JOHNSON CONSTRUCTION _ p ci" IS 5 _1Sq_o0a08 A$ -SUI' T~FOUNDATION SURVlY REQUIRED N 780�� SVC INV —934.0L LOT AREA . -IFT: 11 HOUSE AREA = 1663 SO. FT, 'W� �3ipd0y'd� m ( J 1 8 BLOCK 2 / MGM .VcD FILE COPY ✓fie �\ , S:: G., -.. l., Pilto lidSfeCl7f]N NOTE ALL HOUSE DIMENSIONS ARE TO OUTSIDE OF FOUNDATION LEGAL DESCRIPTION LOT 8, BLOCK 2, SUNSET PONDS, CITY OF MONTICELLO. WRIGHT COUNTY, MINNESOTA 7• _ 4W 5 � m� s4�lcc a t.eJ �riV�bA I 1 _ x azz7 tl 19389 g ADDRESS — 9413 CIFFORT COURT HOUSE TO BE STAKED IN FIELD UPON COMPLETION OF GRADING PROPOSED GARAGE FLOOR ELEV.-946.7 PROPOSED TOP OF BLOCK ELEV.-947.7 PROPOSED BASEMENT FLOOR ELEV.4939.7 DENOTES PROPOSED DRAINAGE DIRECTION ® DENOTES PROPOSED ELEVATION OOOxO DENOTES EXISTING ELEVATION ❑ DENOTES WOOD HUB TO BE SET o DENOTES IRON PIPE MONUMENT SET • DENOTES NRON MONUMENT FOUND Q DENOTES SERVICE LOCATION VERTICAL DIFFERENCE BETWEEN PROPOSED GARAGE FLOOR & TOP CURB AT CENTER OF DPoVEWAY - 3.1 CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER SUPERVISION AND THAT I AM A DULY REGISTERED LAND UNDER THE LAWS OF THE STATE OF MINNESOTA. 8-5-04 a �_ LEROY H. BOHLEN, LAND SURVEYOR MINESOTA LICENSE NO. 10795 Bohlen Surveying & Engineering 31462 Folio"a Avenue 4735 123rd Slxeel W. Northfield, 6kJ 55057 Savage, MN 55378 B E sate 200 Phone: (507) 645-7768 Phone: (952) 895-9212 Fax: (507) 645-7799 Fox: (952) 895-9259 Iot8blk2cert.S90 0. 2 GARAGE OHP 1 CRS — WN WAY a _ 7. X 15,00 o� p, 9[47x3] / tl 19389 g ADDRESS — 9413 CIFFORT COURT HOUSE TO BE STAKED IN FIELD UPON COMPLETION OF GRADING PROPOSED GARAGE FLOOR ELEV.-946.7 PROPOSED TOP OF BLOCK ELEV.-947.7 PROPOSED BASEMENT FLOOR ELEV.4939.7 DENOTES PROPOSED DRAINAGE DIRECTION ® DENOTES PROPOSED ELEVATION OOOxO DENOTES EXISTING ELEVATION ❑ DENOTES WOOD HUB TO BE SET o DENOTES IRON PIPE MONUMENT SET • DENOTES NRON MONUMENT FOUND Q DENOTES SERVICE LOCATION VERTICAL DIFFERENCE BETWEEN PROPOSED GARAGE FLOOR & TOP CURB AT CENTER OF DPoVEWAY - 3.1 CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR UNDER SUPERVISION AND THAT I AM A DULY REGISTERED LAND UNDER THE LAWS OF THE STATE OF MINNESOTA. 8-5-04 a �_ LEROY H. BOHLEN, LAND SURVEYOR MINESOTA LICENSE NO. 10795 Bohlen Surveying & Engineering 31462 Folio"a Avenue 4735 123rd Slxeel W. Northfield, 6kJ 55057 Savage, MN 55378 B E sate 200 Phone: (507) 645-7768 Phone: (952) 895-9212 Fax: (507) 645-7799 Fox: (952) 895-9259 Iot8blk2cert.S90 a Iilij i 40 to man K9 'WeInt We low 74 04, \ ; ly ® 5 4 3T ! HOP zu E I U 3® 1 29 !a € I _ .. �i s t I ZtO S I t 3 F �tuew i.� I Pn� dF con 1ir' r' -_ 1 'ice f as 1 i t Eliz€2.=DOC, 3 «i Zv" ftI II i 41 I F1 ll N I E Summylk Oman smts; -lice I 1 3 -_ -- t 2a a 0 Avfi1c- Lp,OuT llg =� {' cw i� 0 0 OS15 mtvbbihm a� t I pw P //N thl ,c a it i� *'4 . - �WjotALFI nAW M WO Sc�It- `Z p Lq l l "/&, w l- 3" Zxb V*,1L t*m lb&6-0 O,c' k, spv -*W t � , -Ise S -le pLgvloo xio fro MA � O (- Mw City Council Agenda: 6/26/2023 20. Consideration of accepting quote and authorizing purchase of 2023 Chevrolet 4500 landscape truck for $65,407 for the Parks, Arts & Recreation Department Prepared by: Meeting Date: ® Consent Agenda Item Parks & Recreation Director 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Clerk ACTION REQUESTED Motion authorizing the purchase of a 2023 Chevrolet 4500 landscape truck for $65,407 for the Parks, Arts & Recreation Department in conjunction with the Central Equipment Fund. REFERENCE AND BACKGROUND City Council is asked to accept quotes from Gilleland Chevrolet and North Central Truck to authorize the purchase of a 2023 Chevrolet 4500 landscape truck for the Parks, Arts & Recreation Department. The purchase was originally planned with the 2021 budget for the Central Equipment Fund previously presented to the Council. Staff obtained state contract pricing from North County GM. However, Gilleland Chevrolet matched the state contract price and has a truck in stock. The cab chassis purchased for $48,415 from Gilleland Chevrolet will be dropped off at North Central Truck in St. Cloud to install the landscape body for $13,792. An additional $3,200 is anticipated for vehicle tax on top of the quoted price. The landscape truck will be used daily for maintenance operations and will replace the truck trailer operations. Budget Impact: The 2021 budget identified $63,000 for the truck purchase. Although budgets lapse at year end, the rental payments from the Parks Department in the General Fund have already been charged for three years in anticipation of the purchase of this truck. Therefore, $65,407 for the 2023 Chevrolet landscape truck is available in the Central Equipment Fund. II. Staff Workload Impact: Parks, Arts & Recreation staff will pick up the truck from the dealership in St. Cloud. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends the purchase of 2023 Chevrolet 4500 landscape truck for $65,407 for the Parks, Arts & Recreation Department in conjunction with the Central Equipment Fund. City Council Agenda: 6/26/2023 SUPPORTING DATA A. Truck quotes B. Body quotes C. Pictures Dialer In`ormation GILLELAND CHEVROLET 3019 DIVISION ST SAINT CLOUD, MN 56301 Phone: 320-251-4943 Fax: 320-255-7007 JALCD111/1660 P7014178 Model Year: 2023 Make: Chevrolet Model: 4500 HD LCF Diesel CT34003-176" Wheel Base, Reg Cab PEG: 1 WT -1 WT Primary Color: 16U -Arc White Trim: H72 -Interior Trim, Cloth, Medium Ash Gray Engine: 11B -Engine -Diesel, 4 Cyl 5.2L, 215HP Transmission: IR7-Transmiss ion -Auto 6 Spd Additional Vehicle Information J SOLD RKAME GM Marketing Information Vehicle 0 tions Chargeable Options No Cost Options ATG-PIO: Lock Control, Entry -Remote Entry, Standard Range DB8-PIO: Mirror O/S-LH & RH, Heated Mirrors IX2-PIO: Switch -Rear Dome Body Lamp Switch MTE-PIO: Provisions -Fire Exting/Safety Reflector Kit Mount PDW-PIO: Cold Climate Package with Receptacle R9J-Ocean Freight Surcharge 005 -REAR AXLE, 4.56 RATIO 1 WT -1 WT 11B -Engine -Diesel, 4 Cyl 5.2L, 215HP I117 -Transmission -Auto 6 Spd N4C-Emission. 50 State Event Code: 5000 -Delivered to De, Order #: BMRS86 MSRP: $64,615.00 Order Type: SXN-NAIPC Retail Sol Stock M 230628 Inventory Status: N/A MSRP $315.00 $105.00 $30.00 $90.00 $310.00 $2,475.00 Other Options 16U -Arc White 3TA-Tire Rear-LT215/85R16 E 115/112 L BW ALS AU3-Door Locks, Power C7S-GVW Rating, 14,500 Lbs H72 -Interior Trim, Cloth, Medium Ash Gray K34 -Cruise Control -Automatic, Electronic K45 -Air Cleaner -Heavy Duty NC2-Exhaust System -Single Horizontal PWJ-Wheel-16 X 6.0, Steel T4L-Headlamps, LED TP7-Battery-750 CCA, 12V Dual UIZ-AM Stereo/FM Stereo, CD, Aux Input, USB, BI ueTooth 2TA-Tire Front-LT215/85R16 E 115/112 L BW ALS AIF-Seat-Frt Bkt, High Back, Driver & Pass C60-Hvac System -Air Conditioner Frt, Man Controls FNW-176" Wheelbase JL9-Brake System, Power, Front & Rear K40 -Engine Brake -Exhaust KG9-Generator-140 Amp NH4-Fuel Tank, 113L, 30 Gallon, Stainless Steel R02 -Vehicle Application Truck Service TIJ-Grille, Radiator, Silver UAD-Speaker System -2, Front, Base VXT-Incomplete Vehicle Identifier —" indicates vehicle belongs to Trading Partner's inventory Disclaimer: "GM has tried to make the pricing information prov'ded in ;his sinimary accurate. Please gefer to actual vehicle invoice, however, for complete pacing information, GM will iot ma/,e any sales or policy adjustments in the case of inaccurate pricing Information in this summary NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com CITY OF MONTICELLO Prepared For: TOM Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" Image Not }wail NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( Complete) Quote Worksheet Dealer Signature / Date Customer Signature / Date This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 2 MSRP Base Price $59,715.00 Dest Charge $1,575.00 Total Options $3,665.00 Subtotal $64,955.00 BID ASSIST ($5,250.00) Subtotal Pre -Tax Adjustments ($5,250.00) Less Customer Discount ($11,290.00) Subtotal Discount ($11,290.00) Trade -In $0.00 Subtotal Trade -In $0.00 Taxable Price $48,415.00 Sales Tax $0.00 Subtotal Taxes $0.00 Subtotal Post -Tax Adjustments Total Sales Price $48,415.00 Dealer Signature / Date Customer Signature / Date This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 2 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Price Summary PRICE SUMMARY This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 3 MSRP Base Price $59,715.00 Total Options $3,665.00 Vehicle Subtotal $63,380.00 Destination Charge $1,575.00 Grand Total $64,955.00 This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 3 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Weight Ratings WEIGHT RATINGS Front Gross Axle Weight Rating: Rear Gross Axle Weight Rating: Gross Vehicle Weight Rating: 5360 lbs 9880 lbs 14500.00 lbs This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 4 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Weight Distribution SPECIFICATION SUMMARY Model # CT34003 Truck/Tractor Wheelbase (WB) 176.0 in Cab to Axle (CA) 153.5 in Cab to Body/Swing Clear (BOC) 0.0 in Body Length 0.0 ft Body Weight 0.0 lbs Cargo Weight 0.00 lbs Front GAWR 5360 lbs Rear GAWR 9880 lbs GVWR 14500.00 lbs BOC Fr%: N/A Rr%: N/A Front Wt: 4123.00 lbs Rear Wt: 2027.00 lbs GAWR/GVWR GVW Remaining Payload Wt 14500.00 lbs 6500.00 lbs 8,000.00 lbs CA: 153.5 in BOC: 0.0 in WB: 176.0 in This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 5 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Weight Distribution SPECIFICATION DETAILS Front Axle Rear Axle Total Actual Chassis 4123.00 lbs 2027.00 lbs 6150.00 lbs Body 0.00 lbs 0.00 lbs 0.0 lbs Payload 0.00 lbs 0.00 lbs 0.00 lbs Trailer 0.0 lbs Totals 4123.00 lbs 2027.00 lbs 6500.00 lbs Capacity Axle 5360 lbs 9880 lbs 15240.00 lbs Suspension 6830 lbs 9880 lbs 16,710.00 lbs Tire 2680 lbs 2470 lbs 5150.00 Total Axle Rating 2680.00 lbs 2470.00 lbs 5150.00 lbs This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 6 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Selected Model and Options MODEL CODE MODEL CT34003 2023 Chevrolet 450OHD LCF Diesel 2WD Reg Cab 176" COLORS CODE DESCRIPTION 16U Arc White REQUIRED OPTION CODE DESCRIPTION FRONT REAR 0.00 lbs 0.00 lbs WEIGHT WEIGHT R9J Ocean Freight Surcharge (Required on all models until further 0.00 lbs 0.00 lbs notice.) ENGINE CODE DESCRIPTION FRONT REAR WEIGHT WEIGHT 11B Engine, Diesel 5.2L 4 cylinder 215 hp [160.3 kW] @2500 rpm, 452 0.00 lbs 0.00 lbs Ib -ft of torque [612.8 Nm] @ 1850-2750 rpm (Governed). 16 valve, four cycle, chain -driven dual overhead camshaft valve train, a cast iron cylinder block, and a cast aluminum cylinder head. Turbocharged, inter -cooled, water cooled EGR, direct injection, electronically controlled common rail fuel system and engine cruise control. Oil level check switch and light. Engine warning system with audible warning for low oil pressure, high coolant temperature, and a protection system that will reduce fueling if excessive coolant temperature is detected (STD) TRANSMISSION CODE IR7 AXLE CODE 005 DESCRIPTION FRONT REAR WEIGHT WEIGHT Transmission, 6 -speed automatic Aisin A465 transmission with fifth 0.00 lbs 0.00 lbs and sixth gear overdrive with lock up in 2nd, 3rd, 4th, 5th and 6th, PTO capability automatic torque converter lockup in stationary PTO mode. (STD) DESCRIPTION Rear axle, 4.56 ratio FRONT REAR WEIGHT WEIGHT 0.00 lbs 0.00 lbs MSRP $59,715.00 MSRP $2,475.00 MSRP $0.00 MSRP $0.00 MSRP $0.00 This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 7 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" (/ Complete) PREFERRED EQUIPMENT GROUP CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT 1 WT Preferred Equipment Group includes standard equipment 0.00 lbs 0.00 lbs $0.00 FRONT TIRES CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT 2TA Tires, front, LT215/85R16 E 115/112 L BW ALS VAR1 (STD) 0.00 lbs 0.00 lbs $0.00 REAR TIRES port and Bluetooth (STD) CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT 3TA Tires, rear, LT215/85R16 E 115/112 L BW ALS VAR1 (STD) 0.00 lbs 0.00 lbs $0.00 PAINT CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT 16U Arc White 0.00 lbs 0.00 lbs $0.00 SEAT TYPE CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT Al F Seat, front high back bucket driver and passenger tricoat cloth 0.00 lbs 0.00 lbs $0.00 covered reclining high back driver seat with single two occupant fold down passenger seat (STD) SEAT TRIM CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT H72 Medium Ash Gray, Cloth Seat Trim 0.00 lbs 0.00 lbs $0.00 RADIO CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT UIZ Audio System, AM/FM stereo with CD player, auxiliary jack, USB 0.00 lbs 0.00 lbs $0.00 port and Bluetooth (STD) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 8 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) ADDITIONAL EQUIPMENT - MECHANICAL CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT K05 PIO, Engine Block Heater with Receptacle (Port Installed Option) 0.00 lbs 0.00 lbs $200.00 (Not available with (PDW) Cold Climate Package with Receptacle, PIO or (KA9) Heater Eng -Oil Pan with Receptacle, PIO.) ADDITIONAL EQUIPMENT - EXTERIOR CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT DI -8 PIO, Mirror, outside left hand and right hand heated dual remote 0.00 lbs 0.00 lbs $675.00 17" heads (Port Installed Option) ADDITIONAL EQUIPMENT - INTERIOR CODE DESCRIPTION FRONT REAR MSRP WEIGHT WEIGHT ATG PIO, Remote Keyless Entry (Port Installed Option) 0.00 lbs 0.00 lbs $315.00 Options Total 0.00 Ibs 0.00 Ibs $3,665.00 As Specified Curb Weight 4123.00 lbs 2027.00 lbs This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 9 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Standard Equipment Mechanical Exterior Emissions, 50 state certification Engine, Diesel 5.2L 4 cylinder 215 hp [160.3 kW] @2500 rpm, 452 Ib -ft of torque [612.8 Nm] @ 1850-2750 rpm (Governed). 16 valve, four cycle, chain -driven dual overhead camshaft valve train, a cast iron cylinder block, and a cast aluminum cylinder head. Turbocharged, inter -cooled, water cooled EGR, direct injection, electronically controlled common rail fuel system and engine cruise control. Oil level check switch and light. Engine warning system with audible warning for low oil pressure, high coolant temperature, and a protection system that will reduce fueling if excessive coolant temperature is detected (STD) Transmission, 6 -speed automatic Aisin A465 transmission with fifth and sixth gear overdrive with lock up in 2nd, 3rd, 4th, 5th and 6th, PTO capability automatic torque converter lockup in stationary PTO mode. (STD) Rear axle, 4.56 ratio Air cleaner, heavy-duty, 11" diameter dry paper single element. Air cleaner canister standard with air restriction gauge. Back of cab location. Drivetrain, rear -wheel drive Battery, dual 750 cold -cranking amps, 12 volt, maintenance free Alternator, 140 amps Frame, ladder -type channel frame. Full C section straight frame 33.5" (85.1 cm) wide. Yield strength 44,000 psi, section modulus 7.20 cu.in. and RBM 316,800 Ib-ft/in per rail. Incomplete vehicle certification Wheelbase, 176" (447.0 cm) GVWR, 14,500 lbs. (6577 kg) Front suspension, 6,830 lbs. (3098 kg) tapered leaf, semi -elliptical steel alloy. Includes shock absorbers and stabilizer bar. Rear Suspension, 9,880 lbs. (4481 kg), multi -leaf, semi -elliptical steel alloy. Includes shock absorbers Front axle, 6,830 lbs. (3098 kg), reverse Elliot "I" -beam includes integral hydraulic power steering. ratio 18.8- 20.9:1 Rear axle, 11,020 lbs. (4998 kg) R050, full -floating single -speed with oil lubricated rear wheel -bearings Vehicle Application Truck Brakes, 4 -wheel antilock, front and rear disc with traction control and stability control Exhaust brake Fuel tank, 30 Gallon, (113L), stainless steel includes 2 auxiliary fuel ports Exhaust, single horizontal outlet Tires, front, LT215/85R16 E 115/112 L BW ALS VAR1 (STD) This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 10 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Exterior Entertainment Interior Tires, rear, LT215/85R16 E 115/112 L BW ALS VAR1 (STD) Wheels, 16" x 6, K. steel Grille, Silver Assist steps Glass, tinted LED Headlamps Mirror, outside left-hand and right hand dual cab -mounted with integral convex mirror Windshield wiper, pulse, wet arm Audio System, AM/FM stereo with CD player, auxiliary jack, USB port and Bluetooth (STD) Audio system feature, 2 speakers Seat, front high back bucket driver and passenger tricoat cloth covered reclining high back driver seat with single two occupant fold down passenger seat (STD) Seat trim, Cloth Cup holders Floor mats Steering wheel, urethane Steering wheel, tilt and telescopic Driver Information Center, (DIC) (monitors vital functions including diesel exhaust fluid levels (DEF), particulate matter emissions level in the diesel particulate filter (DPF), diesel particulate filter regeneration, service reminders for engine oil, transmission oil, differential oil, power steering fluid, engine oil filter, and fuel filters. The DIC provides fuel economy reporting by average, instant, and trip.) Air conditioning, single -zone manual, integral in -dash mounted Windows, power Door locks, power Cruise control, electronic, automatic Windshield washer bottle access on passenger side dash when passenger -side door is open Storage, door pockets Lighting, interior dome Storage, seatback pockets This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 11 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Safety -Mechanical Safety -Exterior WARRANTY Brake, parking, cable actuated, internal expanding drum type, transmission -mounted Daytime Running Lamps Warranty Note: <<< Preliminary 2023 Warranty >>> Basic Years: 3 Basic Miles/km: Unlimited Drivetrain Years: 3 Drivetrain Miles/km: Unlimited Corrosion Years: 4 Corrosion Miles/km: Unlimited Rear Axle Years: 3 Rear Axle Miles/km: Unlimited Frame Rail Years: 3 Frame Rail Miles/km: Unlimited Frame Rail Note: 3 years/Unlimited Miles (no charge) AND up to 5 years/Unlimited miles (50% charge) Roadside Assistance Years: 3 Roadside Assistance Miles/km: Unlimited Maintenance Note: 1 Year/1 Visit This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 12 NORTH COUNTRY GM BOB OHARA 1 218-262-3881 1 rwohara0l@aol.com Vehicle: [Fleet] 2023 Chevrolet 450OHD LCF Diesel (CT34003) 2WD Reg Cab 176" ( i Complete) Geared Road Speed SPECIFICATION SUMMARY Model # CT34003 Engine Order Code 11B Model Manufacturer 4HK1-TC Type Turbocharged Diesel 14 Displacement 5.2L/317 Horsepower 215 @ 2500 Starting Torque N/A Transmission Order Code IR7 Model Manufacturer Aisin A465 Type 6 -Speed Automatic Rear Axle Order Code Model Manufacturer N/A Weight Rating 9880 lbs Ratio:1 4.555 Rear Tires LT215/85R16 Revolutions/Mile Front 682.9 Revolutions/Mile Rear 682.9 Surface Type Concrete Desired Grade 2% Geared Road Speed 0.00 M P H 0.00 KPH N/A RPM Actual Loaded Speed N/A 0.00 KPH N/A RPM 0% Grade in gear 2% Grade in gear Note: Simulated speedometer appearance may not correspond with selected equipment. This document contains information considered Confidential between GM and its Clients uniquely. The information provided is not intended for public disclosure. Prices, specifications, and availability are subject to change without notice, and do not include certain fees, taxes and charges that may be required by law or vary by manufacturer or region. Performance figures are guidelines only, and actual performance may vary. Photos may not represent actual vehicles or exact configurations. Content based on report preparer's input is subject to the accuracy of the input provided. Data Version: 19615. Data Updated: Jun 6, 2023 6:42:00 PM PDT. Jun 7, 2023 Page 13 BILL OF SALE DATE 6/08/2023 STOCK # ICELLO BUYER INFORMATION: SELLER INFORMATION: KA COMMERCIAL TRUCKS LLC CITY OF MONTICELLO 71232 US HWY 12 MONTICELLO, MN 55362 COUNTY: WRIGHT HOME: 763-271-3268 WORK: CELL: DASSEL, MN 55325 320275-2150 D.L./STATE ID #: STATE: MN EXP. DATE: D.O.B.: SALESPERSON: Andrew Pautzke VEHICLE INFORMATION: VIN: CITYOFMONTICELLO MILEAGE: 0 YEAR: 0 COLOR 1: STYLE: 1697 LICENSE #: MAKE: CM COLOR 2: CYL: STATE: MODEL: LB BODY: TRANS: AUTO STOCK: ICELLO TRADE-IN INFORMATION: SETTLEMENT YEAR: COLOR: MAKE: MILEAGE: Bed only VEHICLE PRICE 15,671.00 N/A MODEL: BODY: VIN: SUBTOTAL 15,671.00 BALANCE OWED TO: Sales Tax: N/A Registration Tax: 0.00 Plate Fee: N/A BALANCE OWED: $ 0.00 GOOD THROUGH: ALLOWANCE: $ 0.00 QUOTED BY: Public Safety Vehicle Fee: N/A Transfer Tax: N/A INSURANCE INFORMATION: Title / Transfer Fee: N/A COMPANY: AGENT: State / Deputy Filing Fee: N/A Lien Recording Fee: N/A PHONE: POLICY#: LIEN HOLDER INFORMATION: Wheelage Tax: N/A COMPANY: STREET: Late Transfer Penalty: N/A Title Technology Surcharge: N/A CITY, STATE, ZIP: REMARKS: **$200 additional to install factory existing backup camera Payoff on Trade-in: N/A VEHICLE WARRANTY: Installation: labor & materials 1,400.00 ❑ Express Warranty. This vehicle is sold with an express warranty provided to you separately. You also may obtain a written copy of such warranty from the dealer upon request. ® No Express or Implied Warranty. AS IS: This vehicle is being sold "AS IS - WITH ALL FAULTS". Buyer assumes the entire risk as to the quality and performance of the vehicle. Unless Seller makes a written warranty, or enters into a service TOTAL DUE 17,071.00 G w V TRADE-IN ALLOWANCE N/A contract within 90 days from the date of this contract, Seller makes no warranties, express or implied, on the vehicle, and there will be no implied warranties of merchantability or of fitness for a particular purpose. This provision does not affect any warranties covering the vehicle that the manufacturer may provide. Seller neither assumes nor authorizes any other person to assume for it any liability in connection with the sale of such vehicle and the related products and services. DEPOSIT N/A DOWN PAYMENT 17,071 .00 CONTRACTUAL DISCLOSURE STATEMENT (USED VEHICLES ONLY) The information you see on the windowform forthis vehicle is part of this contract. Information on the window form TOTAL CREDIT 17,071.00 overrides any contrary provisions in the contract of sale. Spanish Translation: Guia para compradores de vehiculos usados. La informacidn que ve en el formulario de la ventanilla ® Cash ❑ Finance BALANCE DUE 0.00 If financed, please see your installment sales contract for information para este vehiculo forma parte del presente contrato. La informacion del formulario de la ventanilla deja sin efecto toda disposicidn en contrario contenida en el contrato de venta. about finance charge, insurance, and terms of payment (other than cash). Buyer hereby declares that they are of legal age to transact business and that no unfair inducement has been made by Seller. This agreement and the related documents that Buyer signs contemporaneously with this agreement, including any retail installment contract, contain the entire agreement between Buyer and Seller and cancels and supersedes any prior agreement including oral agreements relating to the sale of the motor vehicle. IMPORTANT: THIS MAY BE A BINDING CONTRACT AND YOU MAY LOSE ANY DEPOSITS IF YOU DO NOT PERFORM ACCORDING TO ITS TERMS. X 49r,� i"Gzz&vo�& 6/08/23 X Accepted by Authorized Representati e f Seller Date Buyer FZ-MN-BOS rev. 10/22 6/08/23 X Date N/A Co -Buyer Date ©2022 Frazer Computing, LLC `®/ 1: City Council Agenda: 6/26/2023 2P. Consideration to approve an Amendment to the Development Contract for Wiha Addition Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Project Engineer City Clerk ACTION REQUESTED Motion to approve an amendment to the Development Contract for Wiha Addition relating to the construction of public utilities. PREVIOUS COUNCIL ACTION November 28, 2022: Approval of the final plat and development contract for Wiha Addition. REFERENCE AND BACKGROUND The original development contract for Wiha's new site along 7t" Street included a provision for construction of public trunk watermains by the developer within the plat's drainage and utility easement. The mains were to be constructed with the developer's project and reimbursed by the City. This provision was included to potentially reduce costs for the construction of the mains given the site work already occurring. The watermains do not service the Wiha development itself. They are a component of the City's planned trunk watermain infrastructure related to the future water treatment facility. Following consultation with the developer's contractor regarding the estimated watermain construction costs, it is recommended that the City pursue construction of the watermains on a separate timeline as a separate future public project. To reflect the change from developer construction to future City construction of the public improvements, an amendment to the development contract is required. The existing drainage and utility easement on the plat allows for that future construction. The prepared contract amendment reflects the change in construction planning. Budget Impact: Minimal. Costs for the City's Attorney's preparation of the amendment will be a general City legal expense. II. Staff Workload Impact: Staff time for the proposed contract amendment and construction cost review is estimated to be less than 5 hours. City Council Agenda: 6/26/2023 III. Comprehensive Plan Impact: Not directly applicable. STAFF RECOMMENDED ACTION Staff recommends approval of the amendment to the Development Contract for Wiha Addition. The construction of the subject watermain infrastructure will come forward to the Council as a separate future project consideration. SUPPORTING DATA A. Amendment to Development Contract— Wiha Addition B. Wiha Addition Plat (reserved for recording information) FIRST AMENDMENT TO DEVELOPMENT CONTRACT (Developer Installed Improvements) WIHA ADDITION (PC#2022-041; CC# 2022-131) THIS FIRST AMENDMENT TO DEVELOPMENT CONTRACT ("First Amendment"), dated , 2023, is by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and WILLI HAHN CORPORATION, a Minnesota corporation, (the "Developer"). RECITALS A. On November 28, 2022, the City Council for the City of Monticello adopted Resolution No. 2022-131 approving Developer's request for approval for a Preliminary and Final Plat for the WIHA ADDITION ("Plat"), for a light manufacturing facility ("Developer Project"); and B. The Plat, which has been duly recorded and is on file with Wright County, created a dedication of public easements to the City by Developer for the purpose of public drainage and utilities, located as depicted on Exhibit A ("City Easement"); and #226812v2 C. As required by the City's approval of the Plat, on April 3, 2023, the City and Developer entered into that certain DEVELOPMENT CONTRACT ("Original Contract"), which was recorded with the Wright County Recorder as Document No. A1528615, on April 10, 2023; and D. The Original Contact memorialized the conditions of approval for the Plat, and established the City's and Developer's obligations related to the Plat approval and the Developer Project; and E. Specifically, Developer was obligated to install a public watermain improvement within the City Easement, including design and construction of the same, for which cost the City would reimburse Developer; and F. The City has subsequently determined that the City will undertake the design and construction of the public watermain improvement, rather than Developer; and G. Accordingly, to clarify the rights and obligations of the City and Developer related to the design and construction of the public watermain improvement, it is necessary to amend the Original Contract. NOW THEREFORE, in consideration of the foregoing Recitals and the mutual promises in this First Amendment and other good and valuable consideration, the City and Developer have agreed as follows: 1. Amending Section 11 of the Original Contract. Section 11 of the Original Contract is amended as follows (new language in bold italics, stricken language in [ ]: 11. PUBLIC WATERMAIN IMPROVEMENT. The [Developer] City will install raw watermains within the proposed drainage and utility easement as dedicated on [leeated • ,ithi,] the Plat. [The Developer- will smubmit to the Git-� 2 #226812v2 the ' ] . License to the City and its contractors and/or subcontractor to enter the site to construct and inspect the watermains is authorized by the established drainage and utility easement. 2. Defined and Remaining Terms. All defined terms of the Original Contract shall have the same meaning when used in this First Amendment. Except as provided in this First Amendment, all remaining terms of the Original Contract are unchanged and are in full force and effect. 3. Incorporation of Recitals. The Recitals at the beginning of this First Amendment are true and correct, and are incorporated into this First Amendment. [Signature pages follow] #226812v2 CITY OF MONTICELLO Lloyd Hilgart, Mayor (SEAL) M Rachel Leonard, City Administrator STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2023, by Lloyd Hilgart and by Rachel Leonard, respectively, the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 4 #226812v2 DEVELOPER: WILLI HAHN CORPORATION, a Minnesota corporation M. STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) Eric Iverson, CFO The foregoing instrument was acknowledged before me this day of , 2023, by Eric Iverson, the CFO of Willi Hahn Corporation, a Minnesota corporation, on behalf of the corporation. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM/AKLS #226812v2 0�c �ua.-1 P 1 G -A- WIHA ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Willi Hahn Corporation, a Minnesota Corporation under the P P SURVEYOR'S CERTIFICATE RC1 �r J� laws of the State of Minnesota, fee owner of the following described property situated in the County of �r �� Wright, State of Minnesota, to wit: I Brian Person do hereby certify that this plat was prepared by me or under my direct supervision; that I am 80 I 80 �� I I I Lots 9, 10, 11, 12 and 13, Block 2, LAURING HILLSIDE TERRACE, Wright County, Minnesota. a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all i I I I Has caused the same to be surveyed and platted as WIHA ADDITION, and does hereby dedicate to the public L It iii I A I �� / I I i �1 7 for public use the drainage and utility easements as created b the lat. monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries . -L L J / L J LIJ ti P 9 Y Y P L _ �/ u 1 \ I I Li J �\ (�) Li I �t \,i I I and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. In witness whereof said Willi Hahn Corporation, a Minnesota Corporation under the laws f the State of Minnesota, I I -r I /1 T A < - has caused these presents to be signed by its proper officer this day of ��"`� 20 ��(,� I— I �i L I /1 1 A / F- �) k A /1 N I T I / f — I I r\ Dated this da of f u.a�- 20 -Z� . I L_�/ I /-\� 11� (;) L- \-J VV L_1 \ IVI�/I N I y Willi, Hahn ,Corporation T I ^ T F- F- T F- ,-. Brian Person, Licen ed Land Surveyor o L> _ _ �� I T T F- r1 A I A I I C) I N 1/ I A N I F- �� Minnesota License No. 49138 00 / I �� I I \L_L_ I L_. (\i I 1 L- LJ /-\�. L_/ \UI \II V\7 L_/-\1 VL_�� 0 Si nature. �r North line of Lots 9, 10, 11,-\ (PLAT=S62.54'11 "E) ''� 1 12 and 13, Block 2, \ +/far; r (1• Qr' as A "� �•''� STATE OF , LAURING HILLSIDE TERRACE i S64.16'O7"E — — — 706.05 Printed Name Title N \_ COUNTY OF i r---------- ----------- ----------- = o 0 215.93 �� — N N \ • 65.56 — \ \ STATE OF l� The��forre""going Surveyor's Certificate was acknowledged before me this day of �\ I \\ / ��) 20�ay Brian Person, Land Surveyor, Minnesota License No. 49138. L.0 \ �� COUNTY OF W )) 3 Fp1 I� Q \\ in trum nt as acknowledged before me this �L�day of 20 , by ` of Willi Hahn Cor oration, o Minnesota corporation under CP N P P Signature CN N� ��\ the laws of the State of Minnesota, on behalf of the corporation. Lo \ \ Si n ture Printed Name 7 County -7E-- JiM, WW9 Notary Public, y , � 3 7 �\ � Printed Name � MM� My commission expires 67 YAPID[ " L Nu • w N � U) • HV C_ <� d r CV LLA U oaf m� of w 0 J J J cz ,r 7) cn Q 3 J NOTE: Drainage & Utility Easement Within Lots 9-13, Block 2, LAURING HILLSIDE TERRACE Vacated Per Document No. k5avpH 60 0 60 120 SCALE IN FEET 1 INCH = 60 FEET CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of WIHA ADDITION was approved an accepted by the City Council ""of"" the City of Monticello, Minnesota, at a regular meeting thereof held this day of-Aejo /J'r' kkM , 2042 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By j B Mayo-! Cit Clerk CITY OF MONTICELLO PLANNING COMMISSION /!Xi- AA Be it known that at a meeting held on this day of 209-31, the Planning issiorsn of the City of Monticello, Minnesota, did hereby view and approve this plat of WIHA ADDITION. a airpeon Secreta WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statut s, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 23 Wright County Surveyor , WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 2001b on the land hereinbefore described have been paid. Also, u uant to Minnesota Statutes, Section 272. 2, th re are no dell n u t taxes and transfer entered this ay of 20 . 6• ' ♦' rigWhtCou,ty1Jand Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of I IQ.20a"3 at LD o'clock A .M. and was duly recorded in Cabinet No. Sleeve aSa-9 as Document No. Wright my Recorder DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I _N 12 1 — J (NOT TO SCALE) Being 12.00 feet in width and adjoining all right of way lines unless otherwise shown on this plat and being 12.00 feet in width and adjoining all side and rear lot lines unless otherwise shown on this plat. ��Hakanson 1��Anderson ■ City Council Agenda: 6/26/2023 2Q. Consideration to adopt Resolution 2023-57 approving the Replat of a portion of Country Club Manor Second Addition as Country Club Manor Third Addition, an amendment to Ordinance No. 804 to incorporate Country Club Manor Third Addition and to aoorove a Develooment Contract for Country Club Manor Third Addition. Applicant: Delta Modular Construction, LLC Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants 6/26/2023 ❑ Regular Agenda Item (NAC) Additional Analysis by: Approved by: Community Development Director, City Clerk Chief Building and Zoning Official, Community & Economic Development Coordinator, Project Engineer ALTERNATIVE ACTIONS Decision 1: Approval of Country Club Manor Third Addition, a Replat of a portion of Country Club Manor Second Addition to revise lot lines around the proposed townhomes Motion to adopt Resolution No. 2023-57 approving the Replat of a portion of Country Club Manor Second Addition as Country Club Manor Third Addition, contingent on the conditions in Exhibit Z and to approve the Development Contract and Planned Unit Development Agreement for County Club Manor Third Addition reflecting terms and conditions related to the replat, further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments to the contract necessary to more fully execute the intention of the City Council with respect to the proposed replat. Decision 2: PUD Ordinance Amendment Motion to adopt an amendment to Ordinance No. 804 to incorporate Country Club Manor Third Addition. PREVIOUS COUNCIL ACTION September 26, 2022: Approval of Final Plat, Final Stage PUD and Development Agreement for Country Club Manor 2nd Addition November 12, 2022: Assignment and Assumption of Development Contract and Planned Unit Development Agreement to CHC Monticello Townhomes LLC City Council Agenda: 6/26/2023 May 22, 2023: Approval of an amendment to the approved PUD for exemption of natural gas line construction in the twinhome area REFERENCE AND BACKGROUND Property: Legal Description: Blocks 1-4, Country Club Manor 2nd Addition PID #: Multiple Planning Case Number: 2023-021 Request(s): Replatting of a portion of Country Club Manor 2nd Addition, the twinhome area, to Country Club Manor 3rd Addition, modifying lot lines to coordinate with the actual building and foundation locations within the plat, and restoring drainage and utility easements over the remaining lands. Deadline for Decision: August 12, 2023 (60 -day deadline) October 11, 2023 (120 -day deadline) Land Use Designation: Mixed Density Residential Zoning Designation: PUD, Country Club Manor Second Addition Planned Unit Development District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Platted, Unbuilt Surrounding Land Uses: North: Monticello Country Club, Single Family Residential (R-2) East: Single Family Residential (R-1) South: 1-94 West: Vacant, Multi -Family PUD Project Description: The subject site is located along 7t" Street, south of County Road 39 and east of Interstate 94 and consists of 60 individual parcels to be developed for 30 zero -lot -line twinhome buildings containing 60 total units. There are also three adjacent outlots within the plat area. The proposed twinhomes are to be located along the new public street in the plat of Country Club Manor 2nd Addition. As a part of 2 City Council Agenda: 6/26/2023 the building reviews, it was discovered that small encroachments of the building and footings occurred outside of the private lots onto common lot areas and the public easements that encumber the common lot. To remedy this condition, the applicants propose to replat the twinhome area of plat to accommodate the actual building and footing locations. ANALYSIS: Delta Modular Construction, LLC, contractor for the developer, applied to replat the twinhome area of the plat of Country Club Manor 2nd Addition to accommodate slight encroachments into the common lot area surrounding the individual twinhome lots. The fee title property owner signed the replat application. When the project was initially designed, the developers and staff worked to identify the building locations, making sure to meet the separation between units that would meet fire code requirements — a minimum distance of 12 feet between the eaves of the buildings. The distance from wall to wall is thus 14 feet (with one foot eave extensions beyond the wall for each unit). Underground, the footings for neighboring units encroach closer to each other by a few inches in each direction. Since the plat was drawn to accommodate the eaves (in the sideyard), the footing encroachments were not part of the PUD and Plat review. With the submission of building permit plans, the footing encroachments were discovered. Other small encroachment locations were also observed both in front of, and in back of, the proposed units, including rear concrete patios attached to each unit and the front building roof line. While the PUD can accommodate these types of encroachments, they cloud the title of the common lot that surrounds the private buildings, and further raise mortgage and insurability issues for buildings that technically extend over property lines. The applicant is pursuing an amendment to the final plat that keeps the buildings in place per the original plans but modifies the lot lines to encompass all of the building, including eaves, footings, as well as the front garage pad and the rear patio. While the lot lines have expanded (and thus, the remaining easements that cover the common areas have been slightly reduced), the buildings continue to meet code and prior approvals. The issue was related to the plat drawing, not the building locations. No other changes to the plat or PUD are proposed. Since the private lot areas expanded slightly, the replat requires revising the easements that overlay the common lot. This is most effectively done by vacating the old easements entirely and reestablishing them with the new plat. Expanding the private lot in this way results in a 3 City Council Agenda: 6/26/2023 decrease in the drainage and utility easement area. The proposed plat is dependent on a separate vacation of the original easements, replacing it with a new easement description that matches the locations of the new lot lines. That decision is the subject of a separate public hearing and Council item. As the replat results in a new legal description of the twinhome area, a new Development Contract and Planned Unit Development agreement is required. The contract brings forward all prior terms and conditions assigned to this area of the development. In addition, the PUD ordinance is proposed to be amended to add "Country Club Manor Third Addition" to the PUD description to create a connection to the new legal description for the PUD. Again, no other changes beyond the lot line adjustments are proposed to the plat and PUD. I. Budget Impact: The applicant provided the required fee and escrow for application consideration. II. Staff Workload Impact: Workload impact is expected at approximately 10-20 hours for review and recommendation on the vacation requests and platting. III. Comprehensive Plan Impact: The approved plat and PUD were previously evaluated for consistency with the 2040 Plan. The proposed plat remains consistent with that evaluation. STAFF RECOMMENDED ACTION Planning Staff recommends approval of Alternative 1 adopting the revised Final Plat and Development Contract and Planned Unit Development Agreement for Country Club Manor Third Addition. The Development Contract also includes language relating to the recent amendment to the PUD for gasline installation exemption so that this condition is recorded against the accurate legal description for the individual parcels. SUPPORTING DATA A. Resolution 2023-57 B. Ordinance No. 804, Country Club Manor Second Addition PUD Ordinance Amendment C. Aerial Site Image D. Applicant Narrative E. Country Club Manor Third Addition F. Original Property Exhibit G. Replat Property Exhibit H. Development Contract, County Club Manor Third Addition Z. Conditions of Approval 4 City Council Agenda: 6/26/2023 EXHIBIT Z Conditions of Approval Final Plat, Revising Country Club Manor Second Addition, and Platting Country Club Manor Third Addition 1. The proposed easement vacations are subject to approval of the Final Plat. 2. The proposed Final Plat for Country Club Manor Third Addition is subject to approval of the vacation of the drainage and utility easements and their re- establishment per the City Engineer. 3. The plat is subject to any revision required by the Wright County's plat review and recording process. 4. The applicant and developer are responsible for coordination and costs associated with any private utility relocation required as a result of the replat. 5. The applicant executes any requested revisions to the governing development agreement necessary to effectuate the revisions approved as a part of these applications, including submission of amended securities for the Third Addition. 6. Compliance with any requirements of the City Engineer as related to the replat. 7. Comments and recommendations of other Staff and Planning Commission. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-57 APPROVAL OF A FINAL PLAT FOR THE COUNTRY CLUB MANOR THIRD ADDITION AND DEVELOPMENT AGREEMENT WHEREAS, the applicant originally platted the subject property as Country Club Manor Third Addition, and platted each of 60 individual unit lots, surrounding common lot areas, and dedicated drainage and utility easements over the common areas; and WHEREAS, the applicant has submitted a request for a Final Plat for Country Club Manor Third Addition, replatting the parcels for twinhome residential uses under Planned Unit Development zoning; and WHEREAS, the site is zoned PUD, Country Club Manor Second Addition Planned Unit Development District; and WHEREAS, the proposed use and development of the future residential areas as mixed residential uses would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area the replat will not impact the approved PUD development plan; and WHEREAS, the applicant is seeking a replatting of the property to accommodate the specific building and site development standards within lots created by the proposed plat; and WHEREAS, the applicant has requested a vacation of the surrounding drainage and utility easements to accommodate the altered lot lines in the plat; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the City Council has held a public hearing for consideration of vacation of drainage and utility easements necessary to accommodate the revised final plat and the applicant and members of the public were provided the opportunity to present information to the City Council; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the Final Plat approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-57 2. The proposed Plat incorporates standards of the PUD applicable to the zoning districts which properly address the impacts of the applicable residential development. 3. The impacts of the improvements on public services are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. The impacts of the land uses as proposed are consistent with those expected by the Comprehensive Plan on adjoining property in the area. 5. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Plat of Country Club Manor Third Addition subject to the conditions listed in Exhibit Z of the staff report as follows: The proposed easement vacations are subject to approval of the Final Plat. The proposed Final Plat for Country Club Manor Third Addition is subject to approval of the vacation of the drainage and utility easements and their re- establishment per the City Engineer. The plat is subject to any revision required by the Wright County's plat review and recording process. 4. The applicant and developer are responsible for coordination and costs associated with any private utility relocation required as a result of the replat. The applicant executes any requested revisions to the governing development agreement necessary to effectuate the revisions approved as a part of these applications, including submission of amended securities for the Third Addition. 6. Compliance with any requirements of the City Engineer as related to the replat. 7. Comments and recommendations of other Staff and Planning Commission. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development for Country Club Manor Third Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-57 ADOPTED this 2611 day of June, 2023, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor 3 ORDINANCE NO. 804 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE XV, 153.047 FOR THE COUNTRY CLUB MANOR SECOND ADDITION PLANNED UNIT DEVELOPMENT DISTRICT: THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. 153.047 — Country Club Manor Second Addition is hereby amended by adding the following: �xx_) Country Club Manor Second Addition PUD District (1) Permitted Uses. Permitted principal uses in the Country Club Manor Second Addition PUD District shall be multiple family residential uses on Lot 1, Block 5, Country Club Manor Second Addition, and Two - Family residential uses in the remainder of Country Club Manor Second Addition, replatted as Country Club Manor Third Addition, subject to the approved Final Stage Development Plans dated July 7, 2022, and development agreement dated September 26, 2022, as amended on June 26th, 2023 Lor replat of a portion of Country Club Manor Second Addition and as may be further amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter- ? Seetion 0) 153.047 — Planned Unit Developments for Development Stage PUD and Final Stage PUD. Section 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10 Title XU, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 26t" day of June, 2023. ORDINANCE NO. 804 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Subject Site City Boundary Parcels ('ITV OF Monticello 1 in = 427 Ft N A June 21, 2023 Map Powered By Datafi wsb D E LTA MODULAR CONSTRUCTION Monticello Town Homes 6-1-23 Narrative for Monticello Town Homes Re -Plat In reference to the Monticello Town Home project, we are adjusting lot lines to encompass the building structures. Delta Modular Construction is requesting a variance to re -plat the Monticello Townhome development. There will be no changes to the construction documents due to the re -plat. COUNTRY CLUB MANOR THIRD ADDITION _ NORTHWEST CORNER OF NORTH LINE OF THE NW1/4 / SECTION 10, T.121, R.25 OF SECTION 10, T.121, R.25 — , S89°10'28"E _ NORTH QUARTER CORNER 86.84 OF SECTION 10, T.121, R.25 -- N89'1 0'28"W \ / v 2562.25 IVI\JI V I /\�I T I I I /Ir_—A/ -7- F— A /\r_— uL_U V IL_ VV I i I I I I /I /\It \ I - - _ 1 60 I 60 I I s i I \ nc I LIJ II \ — — — — -- — I uUIJ1 \4 1 i \1/------�\\1 1K IT[)\/ ------- I ----- ------ L-L_\J r'\LO . u= \L_vL, _ J 11 I I I------- LIJ------------ — — — — — — — — — — — _ — J — — — — — — (A ; ; I I \ �I r\/`I %� \JL_vL� I LIJ / \ d `r Aman I LA �Jn\ \ �� \�\ i�� .1 I 00 — "- ���� � DRAINAGE & UTILITY ) EASEMENT ON CALL OF OUTLOT A K A A K 1nC) \ 2 v /< I V I /—\ I V U I \ \ 3 \ \ / OUTLOT \ I A 1\ I/ -\L) - --------I I \ �� A // \ r A ILIA/ A \/ r'\[)I� /r— / 6 \ , — , / L" / i /—\ I I \ V V /—\ I LJ I \1 V L_ / 1 60/ \ 67 <� / , 1 6a \ I ��I \ LIJ I \ / /\ 1 9 8\ 1 1 I I I `� , Lu' \ `�`� �� � � ,5 \\ 2 g \ /%��\ / J I LI O \�'� </) O �/ , / -7 �, I Ll J J r------- 10 ------� 61�\ 4 / \</T1 <\\�'Li 1 1 -' (Y` I ( L 1 6 13 „ \ L \ , 7 \ 9 / <°\ 14 8 15 110 <\, sk \\ 10 �0. /171 �,� - -�/ 19 \s` I r� �; I I \L_L_ I VV I 13� \ \ 20 /�� S88°50'52"E 322.43 , R=271,05 \ I \ I 4"94.07/ , , 14 3 B O K 215 79 , \ I I I 16 3 4 11 - 5 6 117 8 119 10 I , s° I X / 17 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 cV� 19 /� ,- sso I e ov A \ 20 �� ui L� 49, I \\ 21 ��JwO r _ 11 T \ DELINEATED WETLAND HA2 I \ �� ° 1 2 ��3 --�--� ,tel\ '� 1 ��J 4 15 6 11 I I I O 7 $ I Ig 101 A r\r\1T1r-\K I 1 V OUTLOT C /—\LI/L/I I 1\J1 V L VICINITY MAP NOT TO SCALE T 9Q q y C.S.A.H. NO. 39 FAIRWAY DR. SITE — �V �a a J r,.K SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN — J , DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C \\ DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 31 631.97 � I / \ N88°50'52"W 1035.15 My commission expires CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this day of I\JI V IBJ I IL I r- \ \ /j1TTr—< r.I\A11 i n ^r—,I i n \�I \L_L_C`r—;`�_ CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA \ Approved by the City of Monticello, Minnesota this day of 20 4-1 1 \\7 1 r� Mayor City Clerk WRIGHT COUNTY SURVEYOR A r1f11-71/11\ I I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 /—\LVLJ1 I I\JI v Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER ALL DRAINAGE AND UTILITY EASEMENTS CONTAINED WITHIN OUTLOTS A, OUTLOT B, OUTLOT C, LOT 21 OF BLOCK 1, LOT 11 OF BLOCK 2, LOT 11 OF BLOCK 3 AND LOT 21 OF BLOCK 4, COUNTRY CLUB MANOR SECOND ADDITION HAVE BEEN VACATED PER DOC. NO. BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 0 100' 200' 1 INCH = 100 FEET SCALE IN FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 KNOW ALL PERSONS BY THESE PRESENTS: That CHC Monticello Townhomes LLC, a Minnesota limited liability company, owners of the following described property: Outlots A, Outlot B, Outlot C, Lots 1-21 of Block 1, Lots 1-11 of Block 2, Lots 1-11 of Block 3 and Lots 1-21 of Block 4, COUNTRY CLUB MANOR SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR THIRD ADDITION and do hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness, whereof, said CHC Monticello Townhomes LLC, a Minnesota limited liability company, has cause these presents to be signed by its proper officers this day of 120 Signed: CHC Monticello Townhomes LLC Wesley J. Butler, Executive Director STATE OF COUNTY OF This instrument was acknowledged before me on this day of 20 by Wesley J. Butler, Executive Director, CHC Monticello Townhomes LLC, a Minnesota limited liability company. signature print Notary Public, County, Minnesota My commission expires I, Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me on this day of ,20 by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. signature print DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 Notary Public, County, Minnesota My commission expires CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this day of 20 r- \ Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA \ Approved by the City of Monticello, Minnesota this day of 20 4-1 Mayor City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was reviewed and recommended for approval this day of —20 Wright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no — _ delinquent taxes and transfer entered this day of 20 Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at o'clock .M. and was duly recorded in Cabinet No. , Sleeve as Document No. Wright County Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT A COUNTRY CLUB MANOR THIRD ADDITION 1 I ITS) u`JIJI V I I \ I * 1K ITS)\/ A L)I / I / / IS N �Cb 16 00 .00 o CI? M -_j Ncb�o�// v °��°IIS LO O \ / LID \ \ I I °°hg/ ��/ �� 6'' ' 9�6°° ° °° N 00 o I I I Coe OUTLOT A � F�� ?° °hg�A 4 /, /` 0�, a Q,o ° goy `r o,�j / o0 00 °po L' O UL_IJL� `r�' �I \ // / F- A 1[:)\A/ A/r- 60� 020 ��. 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CO/ z o of to 0 0l to `� �I I� o iv of M 2 I �0 °O `�27 °0 N7 32.00 I co I I z cn v) z o Z o o ° ^ r- r1 z ._:L_\�\JI \4 LJ \ � 70 � / � ?0 �Sz), C 5°3g2s" J _ _ L 32.0o I I �' I I 0 � I o /L 3�6 3?p0 �/ /o^� 17 �o� °� SS8 B OC/� w 6400 L13 32.00 _I L 32.00 - 32.00 L 32.00�32.0�0-J L_ 3200. 32.00 -I \ sr°p ✓ /��� i /' �� / /`320 7s°gF R�•S82 Ra522 6j L�� / NNI N85°17'53"W 64.00 L14 N88°50'52"W 64.00 N88°50'52"W 64.00 L15 N88°50'52"W 64.00 L16 18,�,/ /o °. 64 6� a=2o°37 c 7 3 °0 ��D i Q�4>° 17„ L=188 11 I I DRAINAGE &UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 G1 Al 0 00 4115.SS° 0'43„ N88°50'52"W 208.25 S ,q Cb oo/ 6 4� 4 0 7(91 1966 PARCEL LINE DATA LINE NO. LENGTH BEARING L1 37.45 S17° 16'35"E L2 7.17 S41' 00'09"E L3 7.17 S41 ° 00' 09"E L4 7.17 S41' 00'09"E L5 7.17 S41 ° 00' 09"E L6 7.17 S41 ° 00' 09"E L7 7.17 S41' 00'09"E L8 7.17 S41 ° 00' 09"E L9 12.00 S36° 15'36"E L10 20.32 S49° 29'00"E L11 40.65 S27° 10'51"E L12 40.42 N77° 01' 14"E L13 20.36 S80° 41' 11 "E L14 12.11 N86° 10'33"E L15 7.17 S88° 50' 52"E L16 7.17 S88° 50'52"E L17 20.35 S23° 04'42"E L18 18.94 N2° 29'34"E L19 7.17 N88° 50'52"W L20 12.02 S89° 18'06"W L21 14.29 N80° 56' 25"W L22 14.41 N74° 35'15"W L23 20.30 N8° 35' 11"E L24 20.39 S41' 51'06"W L25 13.94 N55° 02' 23"W L26 14.27 N48° 13'32"W L27 12.20 N38° 40' 24"W L28 7.17 N41 ° 00' 09"W L29 7.17 N41 ° 00' 09"W L30 7.17 N41' 00'17"W L31 7.17 N41 ° 00' 09"W L32 7.17 N41' 00'01"W L33 7.17 N41' 00'17"W L34rl9.84lN31' 37'44"E PARCEL CURVE DATA CURVE NO. ARC LENGTH RADIUS DELTA C1 20.53 60.00 019°36'32" Q 77 h�O OCO qtJ �� 14 52 E o 3 S 2°0 �u P� / C9� O O 3200 64.00 4,21°0 �J '6 .3 orb ��tv�0 l0 3200 S77°52,52,E 64 L=214.01 N88°50'52"W 171.05 1:0 <y/ -�4'� ?00 �/ ��' o��C`` 0 /CO � % °p BLOCK 3 o /� 32.0p S84°25'07"E 126.13 co 44.92 C1. �) 64 ��� h /� �e o / / 32.00 64.00 S88°50'52"E 64.00 S88°50'52"E 64.00 7 °`� O- 00 Q �� o err/ o r 32.00 32.00 ti OUTLOT B 0 /0 1 CO 2 -S' /� o/ o 32.00 32.00 r 32.00 32.00 I ii o A r\r\ITIr-\K I � / v o to � o' /-\ LI/ I I`JI V /2 I o �/ o o of to 0 0l 1 O �� �/ I'll/ 0 3 I� o 0 0 0 0 o I o0 = N 00 co co co 00 co co m 3200 co /^ ., o r I� 5 M 6 7 8 �1 IW n \ pQ7° N71°1 32°0 /Z Im ah ``)I Io -� oI Io `� 010 oI 0=26 ,6 452„w Cn 0 U) , � I t o / o :: o o o iv o f ib \ / I I� < �I 6,00 L22 32.00 32.00 -/ cf)�I Iz co co Iz �1 � OUTLOT C °8 18 21 L, L _ �J �. r \ N71 '52„ 32.00 32.00 --I L J L J W 4, 32.00 - 32.00 32.00 32.00 co DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C / �\ ?6'�p 1 DRAINAGE & UTILITY EASEMENT 11 6 00 L21 ° 00 L20 64 N84- ON .Ngg50'52"W 64.00 L1 ON ALL OF LOT 11, BLOCK 3 ; ; 384 97 N88°50'52"W 64 00 0 50' 100' 1 INCH = 50 FEET SCALE IN FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 631.97 DESIGN TREE ENGINEERING N88°50'52"W 1035.15 AND LAND SURVEYING SHEET 2 OF 2 0 0 N 61.00 ROOF LINE � -----— =ORIGINALPROPERTYLINE -- ------- BUILDING EDGE m M O 0.92 0.92 BUILDING EDGE BUILDING EDGE Ln M O I /--- ROOF LINE ORIGINAL TOWNHOME PROPERTY EXHIBIT ROOF LINE I SCALE: 1" =10' LU DATE: 05/30/2023 Z DES IGN*TREE J DRAWN BY: MIG a engineering + land surveying ° a d St. Cloud I Alexandria I Rogers 0 CHECKED BY: MIG 320-217-5557 d LU TH-1 z_ z_ J I � O w a I O I a I J Q z ROOF LINE I y I BUILDING EDGE 0 ORIGINAL PROPERTY LINE 0.92 BUILDING EDGE BUILDING EDGE Ln M O I /--- ROOF LINE ORIGINAL TOWNHOME PROPERTY EXHIBIT ROOF LINE I SCALE: 1" =10' HEADWATERS MONTICELLO DEVELOPMENT DATE: 05/30/2023 °RAW1NG NO DES IGN*TREE DRAWN BY: MIG engineering + land surveying ORIG. �.J ORIG. St. Cloud I Alexandria I Rogers CHECKED BY: MIG 320-217-5557 MONTICELLO, MN PROJECT NO.: 00021063 TH-1 1.56 LU z J H] H] CD a o O 0 a 0 LU U) 0 n 0 a it 64.00 PROPOSED PROPERTY LINE ----------------------------------- - --- ------ — — T FOOTING EDGE�i - � r ROOF LINE � I a � � � _ � � � i c� -------------I — --------------I � I BUILDING EDGE � I CURB EDGE LU z J w a 0 a 0 LU Ln 0 a 0 a I I � I O I 0 I � BUILDING EDGE i p I � 0 CURB EDGE --\ m I I I 17- z z I m U1.35 I FOOTING EDGE _ —ROOF LINE I I I FOOTING I EDGE I I ROOF LINE FOOTING a a i EDGE ROOF LINE --- -- ---- --------------- PROPOSED --- - -PROPOSED PROPERTY LINE REPLAT TOWNHOME PROPERTY EXHIBIT 1.56 � I SCALE: 1 == 10' HEADWATERS MONTICELLO DEVELOPMENT DATE: 05/30/2023 DRAWING NO. DESIGN*TREE DRAWN BY: MJG engineering + land surveying REPEAT SG Cloud I Alexandria I Rogers CHECKED BY: MJG 320.2»_555 1 11 MONTICELLO, MN PROJECT NO.: 00021063 TH-1 DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) COUNTRY CL UB MANOR THIRD ADDITION (PC#2023-2) THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2023, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and CHC MONTICELLO TOWNHOMES LLC, a Minnesota limited liability company (the "Developer"). RECITALS A. The City and Headwaters Development, LLC, a Minnesota limited liability company ("Headwaters") previously entered into a Development Contract and Planned Unit Development Agreement dated November 30, 2022 concerning the platting and development of Country Club Manor Second Addition. The Development Contract and Planned Unit Development Agreement was recorded with the Wright County Recorder's office on December 5, 2022, as Document Number A1522159 ("Development Contract" and "PUD"). 1 226907v2 B. Pursuant to the Assignment and Assumption of Development Contracts, Headwaters assigned, conveyed and transferred all of the rights, title and interest in, to, and under the Agreement and the Development Contract to Developer on November 30, 2022 and recorded with the Wright County Recorder's office on December 5, 2022. C. Developer is the fee owner of the property situated in the County of Wright, State of Minnesota, and legally described on Exhibit "A" attached hereto ("Property") D. Pursuant to Paragraph 8, of the Development Contract and PUD, the parties are required to enter into an amendment of the Development Contract and PUD, for changes of amendments to the PUD, subject to the requirements of the Monticello Zoning and Subdivision ordinances. E. Developer has requested an amendment to the PUD to eliminate the natural gas service to the Monticello Townhome development. City required improvements shall be installed in compliance with the City subdivision ordinance and other City standard specifications except City Code § 152.105(c), which requires the subdivider to provide natural gas service to the plat. F. The City Council reviewed and approved the PUD amendment pursuant to Resolution No. PC 2023-18 dated May 2, 2023, Resolution No. 2023-41 dated May 22, 2023, and subject to the conditions listed in Exhibit "Z" of the staff report dated May 22, 2023. G. Developer is also seeking a replat of the Country Club Manor Second Addition to address minor revisions to lot lines around the proposed townhomes based on small encroachments of the buildings into the common lots within the Country Club Manor Second Addition. H. The City Council reviewed and approved the replat pursuant to Resolution No. 2023 -XX dated June 26, 2023, and subject to the conditions listed in Exhibit "Z" of the staff report dated June 26, 2023. 2 226907v2 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for COUNTRY CLUB MANOR THIRD ADDITION referred to in this agreement as the "Plat" and the "Development"). The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is proposing to develop the Property into 30 twin home dwelling units (consisting of 60 dwelling units) and is intended to serve as independent senior housing units. 2. CONDITIONS OF PLAT AND ZONING APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 100 days after the City Council approves the final Plat. The City hereby grants approval of an amendment to the Planned Unit Development ("PUD") to the Planned Unit Development ("PUD") to eliminate the natural gas service to the Monticello Townhome Development within the plat, subject to the implementation of the recommendations adopted in Resolution No. 2023-18 and subject to the conditions of Exhibit Z in the staff report dated April 5, 2022 and September 8, 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 226907v2 4. PHASED DEVELOPMENT. A. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. B. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the Plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. C. Future phases of development are subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications for planned unit development or amendment to planned unit development as determined by the City. A Development Contract and Planned Unit Development agreement is required to be executed and recorded for Lot 1, Block 5 of the plat prior to development of that lot. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the 4 226907v2 use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations. (3) R-3 Medium Density Residence District Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this Development Contract and PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the Development Contract and PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan 226907v2 Plan C - Sanitary Sewer and Watermain Plan Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan Plan I - Landscape and Tree Preservation Plans Plan J — Building Plans, fagade elevations and typical architectural design plans Plan K — Sidewalk and Trail Plan Plan L — Sign Plan Plan M — Stormwater Pollution Prevention Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails 6 226907v2 L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the PUD Zoning District Regulations. 226907v2 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final Plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 226907v2 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 9 226907v2 17. GRADING PLAN AND CERTIFICATION. The Plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will 10 226907v2 endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer submitted an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat, PUD and associated administration in the amount of $10,307.50 for the Country Club Manor Second Addition, which is separate and in addition to any other escrow funds for this Development. Developer and City agree that the remaining escrow provided for the Country Club Manor Second Addition shall be applied to the Country Club Manor Third Addition plat and Development Contract. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. The escrow amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer submitted an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development in the amount of $10,307.50 for the Country Club Manor Second Addition, which is separate and in addition to any other escrow funds for this Development. Developer and City agree that the remaining escrow provided for the Country Club Manor Second 11 226907v2 Addition shall be applied to the Country Club Manor Third Addition plat and Development Contract. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer submitted and escrow in the amount of $41,230.00 for the Country Club Manor Second Addition, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City for engineering administration. Developer and City agree that the remaining escrow provided for the Country Club Manor Second Addition shall be applied to the Country Club Manor Third Addition plat and Development Contract. The Developer shall pay for construction observation 12 226907v2 performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer provided a $9,750.00 escrow for the Country Club Manor Second Addition, which is separate and in addition to any other escrow funds for this Development. Developer and City agree that the remaining escrow provided for the Country Club Manor Second Addition shall be applied to the Country Club Manor Third Addition plat and Development Contract. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full- time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 13 226907v2 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. The Storm Sewer Area Trunk Charge was paid with the Country Club Manor Second Addition plat. 24. SANITARY SEWER TRUNK AREA CHARGE. The Sanitary Sewer Trunk Area Charge was paid with the Country Club Manor Second Addition plat. 25. WATER MAIN AREA TRUNK CHARGE. The Water Main Area Trunk Charge was paid with the Country Club Manor Second Addition plat. 26. PARK DEDICATION. The Parks, Arts and Recreation Commission has recommended that no land dedication be required as part of this Plat since both the MCC and the County Club Park are within the half mile accessibility recommendation of the Comprehensive Plan. Instead, Developer is required to make a cash payment in lieu of land according to the City's schedule. The Developer will also construct a 10' bituminous trail along 7th Street edge of the Developer's property. If feasible to construct the pathway to Elm Street within the City right of way, the construction cost for this segment would be a City expense, or added to the park dedication credit. The Developer has provided a cost estimate of $66,080.00 for the construction of the trail. Based on the City's assessment policy 75% of this cost 14 226907v2 $49,560.00 was credited against their park dedication. Developer paid the resulting park dedication requirement of $37,263.33 with the Country Club Manor Second Addition plat. 27. LANDSCAPING / TREE PRESERVATION. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. Prior to Plat approval, Developer shall submit a vegetation preservation and protection plan that illustrates proposed trees to be removed, trees to remain, the types and locations of trees, and other vegetation that are to be planted for City review and approval. Developer agrees to abide by the City's comments and recommendations regarding the preservation of significant trees on the Property and will revise its plan, for City approval, to account for significant trees and their preservation or replacement requirements, including more extensive landscaping. 28. ACCESS AND STREETS. The Development is to be accessed via two newly created public streets which will intersect with 7th Street West in two locations. The proposed street names, intersection locations, site access and streets are subject to the review, recommendation and approval of the City Engineer. 29. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: 26, 2023. A. Subject to all conditions as listed in Resolution 2023- for replat approval dated June Implementation of the Wright County Highway Engineer's comments regarding County Road 75 and MnDOT's comments regarding Minnesota State Highway 25. 15 226907v2 B. Pursuant to the Parks, Arts and Recreation Commission's recommendation, the Developer shall construct the required 10 foot bituminous pathway along 7th Street, and sidewalks along internal streets. C. As illustrated on the Plans, a wetland exists on Outlot C, Country Club Manor First Addition. Said wetland is classified as a Type 1 Manage — High Quality wetland and will remain without mitigation or impact. The Developer's Plans must show consistency with the City's required wetland buffer distance. The Plans are subject to the City's review, recommendations and approval by the City Engineer. D. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer previously post an $18,000.00 security for the final placement of interior subdivision iron monuments at property corners with the Country Club Manor Second Addition plat. The security was calculated as follows: 60 units at $300.00 per unit. The Developer and the City agree that the security shall be applied to the Country Club Manor Third Addition plat. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. E. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 16 226907v2 F. Developer paid all taxes, special assessments, including certain deferred special assessments in the amount of $232,209.00, for the construction of 7th Street with the Country Club Manor Second Addition. This is the total amount due for Country Club Manor Third Addition. G. The contractor shall install conduit, fiber, and other facilities for the city owned fiber network in the joint trench per city standards. The city will provide plans and details for the installation and the contractor shall submit to the city a cost estimate for approval prior to construction. Upon approval and completion, the city will reimburse the contractor for the cost of the installation of the fiber network. 30. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $1,310,937.50, plus a cash fee of $71,595.00 for City engineering, expenses and administration, which cash fee was paid with the Country Club Manor Second Addition and which the parties agree will be allocated to the Country Club Manor Third Addition. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City, in the amount noted subject to any previously approved reductions in the security by the City. The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The amount of the Security was calculated as follows: 17 226907v2 CONSTRUCTION COSTS: Sanitary Sewer $ 322,000.00 Watermain $ 326,000.00 Storm Sewer/Draintile/Infiltration Basin $ 115,000.00 Internal Streets/Sidewalks/Trails $ 257,750.00 Lighting/Mailboxes/Street Signage $ 10,000.00 Retaining Walls $ NA CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 1,030,750.00 Lot Corners/Iron Monuments $ 18,000.00 TOTAL COSTS $1,048,750.00 TOTAL SECURITIES: Total Costs X 125% $1,310,937.50 This breakdown is for historical reference; it is not a restriction on the use of the Security. The bank shall be subject to the approval of the City Administrator. The Security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the Security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the Security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the Security, the City may also draw it down. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as Security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The 18 226907v2 letter of credit required under this paragraph shall replace the letter of credit provided with the Country Club Manor Second Addition. B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $299,120.00 for grading and landscaping under the same terms as Paragraph 30A above. The amount of the security was calculated as follows: Grading $ 35,820.00 Wetland Posts $ 800.00 Landscaping $262,500.00 ($210,000.00 x 125%) TOTAL $ 299,120.00 The letter of credit required under this paragraph shall replace the letter of credit provided with the Country Club Manor Second Addition. 31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval as provided under Paragraph 30A: Legal (1%) $ 10,307.50* City Administration and Planning (1%) $ 10,307.50* Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 9,750.00 Streets and Utilities Review & Inspection (4%) $ 41,230.00* Total Cash Requirements $ 71,595.00* * Fees reconciled to actual expenses at close of project. 32. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public 19 226907v2 improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 33. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. The Developer shall deposit with the City the amount set forth in Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and 20 226907v2 agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% % over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 21 226907v2 34. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 35. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building pen -nits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material 22 226907v2 men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate 23 226907v2 evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 36. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: CHC Monticello Townhomes LLC, , Minnesota 24 226907v2 55 . Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder of page intentionally left blank. Signatures on the following pages. 25 226907v2 CITY OF MONTICELLO LIN (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2023, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP 26 226907v2 DEVELOPER: CHC MONTICELO TOWNHOMES LLC Lo STATE OF MINNESOTA ) ( ss. COUNTY OF Its The foregoing instrument was acknowledged before me this day of 2023, by , the of CHC Monticello Townhomes LLC, a Minnesota limited liability company on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP 27 226907v2 EXHIBIT "A" Legal description Lots 1-21, Block 1, Country Club Manor Second Addition Lots 1-11, Block 2, Country Club Manor Second Addition Lots 1-11, Block 3, Country Club Manor Second Addition Lots 1-21, Block 4, Country Club Manor Second Addition Outlot A, Country Club Manor Second Addition Outlot B, Country Club Manor Second Addition Outlot C, Country Club Manor Second Addition 28 226907v2 EXHIBIT `B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, 'Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at Address of Bank) , on or before 4:00 p.m. on November 30, This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 29 226907v2 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT BREMER BANK, NATIONAL ASSOCIATION, a national banking association, which holds the following on all or part of the subject property: 1. a Mortgage, Assignment of Leases and Rents, Security Agreement and Fixture Financing Statement dated November 30, 2022 and filed in the Wright County Recorder's Office on December 5, 2022 as document number A1522164, and 2. an Assignment of Leases and Rents dated November 30, 2022 and filed in the Wright County Recorder's Office on December 5, 2022 as document number A1522165; (collectively "Mortgages"), the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, agrees that the Development Contract and Planned Unit Development Agreement shall remain in full force and effect even if it forecloses on its Mortgages. Dated this day of , 2023. BREMER BANK, NATIONAL ASSOCIATION IC 1 [print name] Its [title] STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20235 by , the of Bremer Bank, National Association, a national banking association, on behalf of said entity. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP 30 226907v2 31 226907v2 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: 1I.111117 :11►4 04 5XI[K17U 191IMMI 11130 Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. Dl .1aq/:� �111M11•� Policy No. Effective Date: Insurance Company: () Claims Made LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person Property Damage: $200,000 for each occurrence Expiration Date: ( ) Occurrence $1,000,000 for each occurrence Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES 226907v2 Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at 226907v2 W7i BY: Authorized Insurance Representative City Council Agenda: 6/26/2023 2R. Consideration of approving Resolution 2023-56 in support of constructing a new Public Works Facility Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer City Clerk ACTION REQUESTED Motion to approve Resolution 2023-56 in support of constructing a new Public Works Facility. REFERENCE AND BACKGROUND The City of Monticello first completed a public works building study in 2007, but economic factors and lack of available land stalled the project. An updated feasibility study was completed in 2019 that identified two potential locations. After review, the City purchased land for the new facility in 2021. A study was completed in 2022 to confirm that a new public works facility is preferable to renovating the current facility when factoring in future projections of development in the city. The current facility is not sufficient to support operations of the City's public works departments, especially when factoring in projected development. Staff are officing out of inefficient and inappropriate areas, including an attic and offices separated by incomplete walls. Ventilation in the shop area is substandard and basic functions, such as drainage of water in the vehicle storage area, are not working properly. The vehicle maintenance area doesn't have modern equipment such as overhead cranes, dedicated welding areas, etc. to help ensure employee safety while maintaining the City's equipment. In addition, the existing facility capacity, both within the building and on the site, is lacking which requires inefficient storage of machinery and equipment in various locations throughout the city. The new public works facility has been designed to function as an elections precinct and to house the City's information technology (IT) infrastructure. Current estimates indicate the cost for constructing a new public works facility would be roughly $38 million. To secure funding assistance, the city recently made requests to federal elected officials for the Congressionally Directed Spending program. Senator Smith and Senator Klobuchar have included $5 million as part of their program funding requests. In addition, staff placed an application on the Minnesota Department of Transportation's project priority list for this project, as well as made a State Capital Budget Request. City Council Agenda: 6/26/2023 The requested resolution formally acknowledges the City Council will allocate required matching funds for grants or other funding assistance. It also supports future staff efforts to compile funding applications by highlighting the Council's commitment to the project. I. Budget Impact: The State Capital Budget Request requires at least a 50% local match. If the $16,000,000 of grant funds are awarded, spending is anticipated in 2024 and 2025. The additional city contribution of $22,000,000 will be paid for with the issuance of General Obligation CIP bonds, which would be repaid through the property tax levy. II. Staff Workload Impact: Staff workload will have marginal impact. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approving a resolution in support of constructing a public works facility. SUPPORTING DATA • Resolution 2023-56 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-56 RESOLUTION OF SUPPORT FOR THE CONSTUCTION OF A PUBLIC WORKS FACILITY WHEREAS, The City of Monticello provides basic municipal services to the residents and businesses in the community, including engineering, streets, ice and snow removal, shop and garage, street lighting, water, sewer and stormwater services, and facilities maintenance. WHEREAS, The City of Monticello is a responsible employer who values financial stewardship. WHEREAS, A feasibility study was conducted, which indicated significant repairs and maintenance needed on the current public works building to address safety and code requirements. Additionally, current workspace and storage needs are already larger than the current building and site area. WHEREAS, After the completion of the feasibility study it was determined that the construction of a new public works facility would be the best way to plan for the current and future needs of the city's public works department. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. That the City Council supports the construction of a public works facility and is committed to provide matching funds to complete the construction of the facility. ADOPTED BYthe City Council of Monticello, Minnesota this 26th day of June, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 6/26/2023 2S. Consideration of adopting Resolution 2023-58 approving amendments to the designated Municipal State Aid Street system Prepared by: Meeting Date: ® Consent Agenda Item PW Director/City Engineer 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Clerk ACTION REQUESTED Motion to adopt resolution 2023-58 amending the designated Municipal State Aid Street system. REFERENCE AND BACKGROUND The Municipal State Aid Street (MSAS) system allows cities with a population over 5,000 to be eligible to receive additional funding for road improvements and maintenance from the State Highway Users Fund. Each year, the city receives an allocation based 50% upon its population and 50% upon the construction "needs" of its roadways. To receive funding, the city can designate up to 20% of its local streets to receive MSAS funding. The amount of State -Aid funds that Monticello will receive is largely based on existing traffic volume of the roadway. This means that the higher the ADT, the more money that segment will generate. To maximize the City's state -aid funding the following revisions are proposed to remove lower traffic volume roadways with higher volume roadways: • Remove River Street East from Palm Street to Washington Street • Remove Washington Street from Broadway Street to River Street • Remove Palm Street from Broadway Street to River Street East • Add 7t" Street from Golf Course Road to Elm Street • Add 4th Street from Walnut Street to Pine Street • Add 3rd Street from Walnut Street to Cedar Street Streets that are added to the Municipal State Aid Street system can be removed on an annual basis. Although, streets that have received State Aid funding must remain on the system for a period of 20 years if they have received a major improvement of 10 years if the roadway has only received surface rehabilitation such as a mill and overlay. City Council Agenda: 6/26/2023 Budget Impact: These changes will result in a higher allocation of state -aid funds. The exact amount is unknown currently. II. Staff Workload Impact: City Staff will administer the system revisions. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the resolution for amending the designated Municipal State Aid Street system. SUPPORTING DATA • Resolution 2023-58 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-58 A RESOLUTION APPROVING AMENDMENTS TO THE DESIGNATED MUNICIPAL STATE AID STREET SYSTEM FOR THE CITY OF MONTICELLO, MINNESOTA WHEREAS, as a requisite to qualify for state aid, it is necessary that the City Council designate certain streets within the City of Monticello to comprise a Municipal State Aid Street system; and WHEREAS, the Council has reviewed the recommendations of the City Engineer and has approved certain streets within the city to be added or removed of said system. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello as follows: 1. That the proposed revisions by applied: • Remove River Street East from Palm Street to Washington Street • Remove Washington Street from Broadway Street to River Street • Remove Palm Street from Broadway Street to River Street East • Add 7th Street from Golf Course Road to Elm Street • Add 4th Street from Walnut Street to Pine Street • Add 3rd Street from Walnut Street to Cedar Street 2. That the City Clerk provide a certified copy of this resolution for transmittal to the Commissioner of the Department of Transportation. ADOPTED BYthe Monticello City Council this 26th day of June, 2023. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 6/26/2023 2T. Consideration of approving a contract with Integrated Fire & Security for the replacement of the fire alarm system for the Monticello Community Center in the amount of $45,589 Prepared by: Meeting Date: ® Consent Agenda Item Facilities Maintenance Manager 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to approve a contract with Integrated Fire & Security for replacement of the fire alarm system at the Monticello Community Center in the amount of $45,589. REFERENCE AND BACKGROUND The current Simplex fire alarm system at the Monticello Community Center is no longer compliant with the current fire and building codes, and many replacement parts are no longer available. The proposed project includes replacing the main panel with an Edwards EST4 evacuation and fire alarm system. It also includes the replacement of the smoke detectors, speakers, strobes, pull station, elevator controls, and other items to bring the existing system up to current standards. Three quotes were received and Integrated Fire & Security is the lowest bidder at $45,589. Budget Impact: The 2023 Community Center Fund budget includes $45,000 for this replacement. II. Staff Workload Impact: Facilities staff will manage and coordinate this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of a contract with Integrated Fire & Security for this system replacement. SUPPORTING DATA • Verbal/Written Quote Summary Sheet CITY OF MONTICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/ services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: Jerry Hanson_ Dept: Facilities Maintenance Phone: 763 -271 - Signature of Person Obtaining Quotes: Jerry Hanson Item/Service Requested: _MCC Fire Alarm Replacement 6/6/23 Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name Contact Person Phone Number Total $ Amount Quoted 1 5/12/23 Integrated Fire & Security Daniel Youngquist 763-478-2058 $45,589.00 2 5/15/23 Brothers Fire & Security Waylon Yeo 763-441-2290 $46,950.00 3 5/31/23 Summit Fire Protection Melody South 320-227-1986 $47,560.00 4 5 Selected Vendor: Integrated Fire bs Security (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section(: Notes/comments: Approval Acknowledgement: Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10272015 1 7180 Northland CirclE. " 138 Brooklyn Park. MN SS428 PhonE 763-478-2058 /11tE91'ated Ffi'E & SECUI'lty Fax 763.478-2067 Sales Proposal #2822 Company/Owner: Monticello Community Center Date: 5/12/2023 ATTN: Jerry Hanson Terms: Progressive Bill To Address: 505 Walnut St Prices valid: 30 Days Monticello, MN 55362 Job Name: Monticello Comm. Cntr. Fire Alarm Phone: 763-442-0721 Job Address: 505 Walnut St Email: jerry.hanson@ci.monticello.mn.us Monticello, MN 55362 We are pleased to quote the following SCOPE OF WORK for the amount of: $45,589.00 Scope of Work: Replace Simplex fire alarm devices and main panel with Edwards EST4 EVAC FA System. Includes: 1 -Edwards EST4 with Touch Screen Display and EVAC 3 -Booster Panels for Strobes 14 -Addressable Smoke Detectors 18 -Addressable Duct Detectors with sampling tubes 6 -Monitor Modules for Flows/Tampers + Phone System 80-Speaker/Strobes 1 -Permit 1 -Electrician 1 -Cellular Dialer (monitoring by City) 2-95watt Amplifiers 14 -Smoke Bases 1 -Manual Pull Station with piezo Cover Interface 4 -Control Relays for Elevator 2 -Strobes 1 -Inspection 2 -CAD Layouts for Permit - Includes parts, labor, testing, documentation update, inspection, and demonstration. - Requires prints of building in CAD (.DWG) format for permit. PDF files require +$75.00/page. - We will reuse existing Speaker/Strobe protective covers if possible. - IFS Contact: Dan Youngquist 763-478-2058 or DYOUNGOUIST(oIFS-MN.COM This does not inckbe any additional labor, pads and programming of equipment, arty addi'tlonel items required by the AH1 and any additional work rot shorn on printsprovided. Puceexcludes neplacement coiling ties, patching, painting and wall omering repairsor wall remrsb'uction. Rte exclrndes fire watch (if required). Puce exudes upgrade or addition of notification appliances araiiN regaoffra t of existing systern components and conductors; that at found to be inoperable Rice excludes arty 120-vok work or rstallation of rdnway If rot used in scope All work to be performed during regular wlxMng hours 7:00 AM —4:30 PM, Monday trough Riday. Scope of work performed is intended to satWy the requirements as defined In the applicable WA (National Free PrvtactJon Association) publications including NFPA 72, NEPA 70, et. These publ ations can be pudesed at nfpa.org. All labor and material furnished as a pat of this proposal shall be guaranteed fora period of one year from date of bendidal use OCU aS p ffVVM roW. Goreb=rS liabil ty stroll be lmited to the replacement of defective parts, warranty work shall take place during nompal business hours. No warranty of arty land for the edsttrg electronic components bang re -used. 50% of quote mount paid priorto start of work The entire ranidnirg amount orthe owititwiill be paid as progressive billings or upon aornpletiory unless otherwise noted above- This proposal may be wilhdrawn by us if nes acoepted within 30 days from above date. THE WORK IDBJTIFIED ABOVE CONSTITUTES THE SOLE-SCDPE OF WORK AND ANYTHING NOT STATED IS SPECIFICALLY D(CLUDED. A=ANCE OF PROPOSAL Integrated Fre & Searity a tar assigns Crhe Gonhactor`] are hereby authorized to perform the wok as specified! abo Page 1 of 2 TERMS AND CONDITIONS All pages, together with these Terms and Conditions, constitute the entire agreement ("Agreement") of the parties. This Agreement is for work performed on this work authorization only. If Customer wants Integrated Fire & Security ("Contractor") to make any additional repairs, alterations or replacements as a result of the work performed, the Contractor will do so for additional compensation to be agreed upon in writing by the parties. The Contractor does not know and does not represent whether the current fire protection system (°System'o on the property of Customer ("Property") is originally designed and installed in such a way that the System will perform as originally intended or is suitable and sufficient for its intended purpose given the way in which the Property has been or will be used. In other words, the Property has been or may be used in ways such that the configuration of partition walls, the location of and types of materials (including the presence of hazardous materials), density requirements, device locations and other conditions of the Property's use are such that the fire protection system is inadequate, insufficient or unsuitable for the Property. THIS AGREEMENT I5 NOT A GUARANTEE OR WARRANTY THAT THE SYSTEM WILL IN ALL CASES (A) PROVIDE THE LEVEL OF PROTECTION FOR WHICH IT WAS ORIGINALLY INTENDED, (B) IS FREE OF ALL DEFECTS AND DEFICIENCIES, (C) AND IS IN COMPLIANCE WITH ALL APPLICABLE CODES. Customer agrees that it has not retained Contractor to make these assessments—which are excluded. Customer acknowledges that working on the System can cause significant failures such as false alarms, failed devices, mechanical failures, system failures within 24 hours, etc., and Contractor is not responsible for them. These failures can happen while Contractor is trying to verify that the system works and to address the issues before a real fire occurs. Payment and Terms - Terms are net 15 days. If payment for work provided in this Agreement is not received by the Contractor within 15 days from Customer's receipt of an invoice for the work, Customer shall pay interest at the rate of 18% per annum (or the highest amount allowed by law) on all past due sums, together with all costs of collection, including attorney's fees. This Agreement may not be assigned by Customer without the written consent of the Contractor. Indemnification and Limitation of Liability CUSTOMER UNDERSTANDS THAT CONTRACTOR performing this work may or may not experience many unforeseen risks associated with this work. CUSTOMER therefore SPECIFICALLY AGREES TO ASSUME ALL RESPONSIBILITY AND LIABILITY FOR ALL CLAIMS, LOSSES, DAMAGES OR INJURIES IN ANY WAY ARISING FROM, OR RELATED TO, CONTRACTOR'S WORK AND ACTIVITIES FOR THIS AGREEMENT, OR ARISING FROM, OR RELATING TO, CONTRACTOR'S USE OF MATERIALS, EQUIPMENT, INSTRUMENTALITIES OR OTHER PROPERTY, IRRESPECTIVE OF WHETHER THE SAME IS OWNED BY CUSTOMER, CONTRACTOR, OR THIRD PARTIES. CUSTOMER also agrees to indemnify, defend, and hold harmless Contractor, against ALL CLAIMS arising out of, or relating to, Contractor's work, including without limitation, all claims for which Contractor may or may not be claimed to be liable, including claims related to any NEGLIGENT WORK, ACTS, SERVICES, OR OMISSIONS, OR ANY CLAIMED BREACH OF THIS AGREEMENT BY CONTRACTOR, and including legal and consulting fees, costs, and disbursements paid or incurred to enforce the provisions of this paragraph. Customer's indemnification obligation under this paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor, or its subcontractors, under worker's compensation acts, disability benefit acts or any other employee benefit acts. This indemnification obligation shall not be construed to negate, abridge or reduce other rights or obligations of indemnity which exist in this Agreement or by law. The customer further agrees to obtain, maintain and pay for such general liability insurance coverage and endorsements as will insure the provisions of this paragraph and, upon request, provide contractor evidence thereof. The parties agree and acknowledged that the potential Liability of contractor, its officers, directors, agents, insurers, employees, parent contractor, subsidiaries, affiliates, consultants, subcontractors, and vendors, is limited to a maximum of $5,000 or the amount of the contract/price of the work performed, whichever is less. This limitation of liability shall apply to all judgements, claims, liability, costs, claim expenses, legal fees and all damages or losses of any nature sustained by customer, contractor or subcontractor or any other party claiming by or through item. Duty to Provide Full Access Customer agrees to provide Contractor with full and immediate access to all portions of Customer's Property necessary to perform the work provided for in this Agreement. Contractor is not responsible for any portion of the Property to which it does not have immediate access, or for any damage that arises from Contractor's inability to access any portion of the Property or system. This Agreement constitutes the entire agreement of the parties. If any provision hereof shall be invalid, the remaining provisions shall survive and be enforceable against the parties. The law of the state where the work is performed will govern. This Agreement supersedes all prior agreements. This Agreement may be modified only by a written instrument signed by both parties. Daniel Youngquist Contractor: Integrated Fre & Security, Inc. Customer: By: Signature Date signed: This proposal is withdrawn and deemed null and void if not signed and returned within 30 days after proposal date above. It is not binding until the Contractor receives Customer's signed copy. Page 2 of 2 Brothers Fire & Security 3051 3rd Street South Waite Park, MN 56387 urotner /Fire & Secu rit Proposal: Monticello Community Center FACP Voice- Monday May 15, 2023 Prepared for: Prepared by: Jerry Hanson of Monticello Community Center Waylon Yeo on 5/15/2023 1 of QUOTE Brthers Brothers Fire & Security QUOTE # WGANQ1061 Fire & M51 ss 8itreet south, Waite Pari, DATE May 15, 2022 Secure 763-441-2290 Prepared By: To Jerry Hanson Waylon Yeo Monticello Community Center 505 Walnut St Service Manager Monticello, MN 55362 waylon@brothersfire.com Phone 763-271-7114 P.O. finent Terms Valid Through DESCRIPTION Fire Alarm Voice Total $46950 1 252 -point system with 30OW power supply and standard operator interface Consists of: One FCM2018-U3, one FP2012-U1, one FC12016-U1 1 Cerberus PRO Voice Electronics kit Consists of: One VCC2001-At Voice CPU Card, one VCC2002-At Voice 1/0 Card, one VC12001-U1 50W Voice Amplifier Card, one VCA2002-A1 Voice Card Cage, one FCA2031-A1 Connection Module (MoNet), one VT02001-1.13 Option Module (24 switches), one VT02004-U3 Option Module (Microphone) 1 Voice Amplifier Card 50 Watt amplifier card for the Voice system. The VC12001 gets mounted in the VCA2002 card cage, with all speaker zone wiring connected to the card cage. Up to four VC12001 amplifiers are supported on a single system. 1 Voice 1/0 Card Input/Output card for the Voice system. The VCC2002 gets mounted in the VCA2002 card cage (1st slot on the left), and works with the VCC2001 to control the voice system. It supports two local audio inputs (for microphones or external low-level audio signals) and one low-level audio output, with all audio signal wiring connected to the card cage. 1 Cerberus PRO Voice Enclosure Kit (Black) Consists of: One FHB2005-U1 3HU Backbox (black), two FHD2004-Ut Inner Door, one FHD2007-1.13 Outer Door (black), one FHD2009-U1 Blank Outer Door Plate (black), two FH02006-U1 Clear Window 1 Complete 9 amp PAD -4 kit (enclosure, board, 30OW power supply) 1 NAC module (1A/2B) 32 Optical Smoke Detector 14 6" DETECTOR BASE ASSY 18 DUCT HOUSING - 2 WIRE WITH RELAY FOR ADDRESSABLE SYSTEMS 18 ST -50 5 FT Sampling Tube 18 TSM -1X Intel Remote Test Switch, LED with Buift-In Isolator 18 Single Input Monitor Module with Relay 80 SLSPSWR-Fy SPK/ST,WALL,RED,FIRE 2 SLSWR-Fj ST,WALL,RED, FIRE Crealod on 0515/23 102357 by Waylon Yeo 2 of SUMMIT F I R E P R O T E C T 1 O N Proposal and Contract Summit Fire Protection ("Summit") makes the following proposal (the "Proposal"): Date of Proposal: Attn Proposal Submitted To: May 315r, 2023 Rev 1 Jerry Hanson Monticello Community Center 505 Walnut St Monticello MN 55362 Details: MONTICELLO COMMUNITY CENTER FIRE ALARM SYSTEM UPGRADE TO HONEYWELL STATE CONTRACT # F-556-5 AND ADDITON OF REMOTE MICROPHONE TO RECEPTIONIST DESK AREA SCOPE OF WORK Fire Alarm System for the Monticello Community Center as listed on Attachment "A". Addition of Remote Microphone to receptionist desk area as listed on Attachment "B". Labor includes Technical Support, Programming, and Final Commissioning. Optional Turnkey Installation listed below. Summit Fire Protection to provide Electrician. Summit Fire Protection to provide Manlift. Summit Fire Protection to provide fire alarm permit and submittals, All work to be in accordance with NFPA 72, NFPA 101 and MSFC Standards. Work is to be performed during normal work week. EXCLUSIONS Painting and patching Overtime or after-hours labor A;3r1llVre Materials, Programming and Final Commissioning $ 31,390.00 (Material Tax Included) Optional Turnkey Installation $ 9,990.00 Addition of Remote Microphone $ 5,290.00 OPTIONAL CELLULAR MONITORING PRICING Materials and Installation $ 890.00 Annual Monitoring Service $ 660.00 St. Cloud: 418 Great Oak Drive I Waite Park, MN 56387 I Tel: 320.257.6390 1 Fax: 320.257.6392 Corporate: 575 Minnehaha Avenue W. I Saint Paul, MN 55103 1 Tel: 651251,1880 1 Fax: 651.251.1879 www.sunnnitfire.com Completion of the Project: Summit offers to provide to Owner the equipment, supplies and materials, as well as the design and installation services and labor to complete the Project, as described in the Specifications. This Proposal shall be null and void, at Summit's option, if Summit does not receive a signed acceptance of this Proposal by Owner after 30 days. In order to guarantee pricing, Owner may be required to pay for materials at the time of acceptance of this Proposal. General Conditions: The General Conditions attached to this Proposal are a part of this Proposal. Upon acceptance of this Proposal by Owner, the General Conditions will be a part of the contract between Summit and Owner. Parties: Summit Fire Protection is a d/b/a of Summit Companies, a Minnesota corporation. SUMMIT FIRE PROTECTION: By: Ne&4 Sauils Signature Melody South Print Name Building System Sales / Estimator Summit Fire Protection Phone: (320) 227-1986 OWNER ACCEPTANCE OF PROPOSAL Summit's Proposal is hereby accepted and agreed to by Owner. Owner acknowledges that Owner received and read the Proposal and the attached General Conditions. Upon acceptance by Owner, this Proposal, along with the attached General Conditions, will be a binding contract between Summit and Owner. OWNER: By: _ Signature Print Name Date St. Cloud: 418 Great Oak Drive I Waite Park, MN 56387 1 Tel: 320.257.6390 1 Fax: 320.257.6392 Corporate: 575 Minnehaha Avenue W. I Saint Paul, MN 55103 1 Tel: 651.251.1880 1 Fax. 651.2S1.1879 www.cummitfire.00m SUMMIT FIRE PROTECTION PROPOSAL AND CONTRACT GENFR AI, CONDITIONS Th ce General Conditions are attached to and made a pan of the SummitProposal and Contract to which they are attached (collectively, the -Comfort ) as if fully se[ forth on the front page of the Contract, As used in these General Conditions, "Summit," "Owner; "'Project;' and `Contract Price" shall have the same meanings as those terms have in the Contract. I. y- Owner ogee¢ ro pay oho Conuac, Pfloc For rhe Prs ecr as and when -,aired - the Coarser. if Owner fails m pay the Contact Prier,, or my a mullment defend. within ten (10) days after the date the same is due and payable, Owner shall moronically be assessed and shall pay a late charge equivalent to throe percent (3%) id -the amount of'such late payment, together with interest an such late payment at the lower of the maximum rate allowed by applicable law or the rate of eighteen percent (I Sl) per annum. 2. Charges, Except for substitutions, as described below in this paragraph, any alteration or modification to the Project must he documented and approved by Summit and Ownerby a written change order signed by Summit and Owner. Smimtit rceerves the right to require Owner to pay for all change order items (labor, equipment, and any other materials) at the time afsigning the change order, In the event ofdisconimunions, changes or the unavailability ufspecific equipment or materials described in the Specifications, Summit will have the right to substitute equipment and materials with substantially similar quality and features; provided, however, that if the replacement items um mora expensive, then Summit shall manly Owner and (Tuner may elect whether to pay the additional expense (as an increase to the Contract Pries) or to modify the Pmposal to include less capcnsive items, if available, that would not increase the Contract Price. 3. Limited W'aMM6 .All materials and labor supplied by Sammi[ will be warranted for ane (1) year from the date ofcomplclicn of the Project, Upon request, Summit will supply a signed warranty letter to Owner, which sures the completion date of the Project and the warranty termination date. Certain equipment may include manufacturer's warranties. Sununu provides no additional warranty, on such equipment. Owner shall have the right to seek enforcement of any such monafaaurer's warm . Summit shall have no obligation uo seek enfnmemem of tiny snflr mauufacmmi s warranty against [he manufacturer. Any labor or other services requested by Owner of Snmmit in cada,,ti.a with Summit's warranty aider [he one 0) year warranty termination date shall be paid by Owner to Summit based on Summit's standard fees mrd charges at the time. Nn other express or implied warranties are made by Summit. Summit's warranty .shall not apply with respect to misuse, abuse many use that is not in conformity with all applicable specifications and instructions. Except as specifically set forth in this Contract, Summit, und/nr its agents and representatives make no warranty or represenalmn, express or implied, with respect In use, construction standards, workmanship, materials, me lloartability or fitness for a particular purpose. 4. T axes. Any taxes or other governmental charges related to the Prnject.shelf be paid by Owner to Summit and shall be in addition to the Counsel Priv. In addition, ifaay fees or permits (such as one or more building permits) arc required in connection %fill the Project, Owner shall secure and pay for any such fees and permits, the cost ofwhtch shall be in addition to the Contract Price S. Unavoidable Delays. To the extent any time period for performance by Summit applies, Summit shall not he responsible far any delays due to federal, state or municipal actions at regulations, strikes or other Ichor shortages, equipment or other materials delay., or shortages, sets or omissions of Owner, or any other events or causes beyond the control of Summit. 6. Access. Owner shall allow Summit on have reasonable access to the job site to allow the completion of the Project on the dates and at the times requested by Summit personnel. 7. Risk of Loss. Risk of loss shall pass to Owner at till time the equipment and other material., that are pan of the Project are delivered to the job site. This means that, for cmdaplc, in the event ofdnmage or destruction due to casualty, al in the event of theft, Owner shall be responsible for payment for such equipment and materials even if the Project has not been completed. Title to the equipment and other Materials shall be held by Summit until payment in full of the Contract Price, of which time title shall pass to Owner. Summit shall have the right to remove the equipment and other materials that are n pat ofthe Project ifpayment of the full Contract Price is not made by Owner immediately upon completion of the Project That right shall be in addition to, and not in lamination of, Summit otter rights and remedies. S. MEC H ANIC LIEN NOTICE. YOU ARE ENTITLED UNDER MINNESOTA LAW TO IHE FOLLOWING NOTICE: (a) any person or company supplying labor or material for this improvement to your property may file a lien against your property if that pm sou or company is not paid for their contributions. (b) under Minnesota law, you have the right to pay persons who supplied labor or materials for these improvements directly and deduct this amount from our contract price or withheld the amounts due them from us until 120 days after completion of the improvements unless we give you a lien waiver signed by persons who supplied any labor or material for the improvement and who gave you timely notice." 9. Liinita[ion of Liability and Rcmed'e:. 'file Project is not an insurance policy or e.mbsnmtc lint an insucancc policy, to the event of any breach, Se['aull or negligence by Summit under this Contract, Owner agrees that the maximum liability ul'Summit shall not exceed an amount equal to the Contract Price. Owner expressly waives any right to make any claim more than that amount. Further, Owner waives any right In any claims for punitive, exemplary, or consequential damages. Owner shall provide Summit with reasonable notice of any claim and a reqs enable opportunity to cure the alleged breach or return, fhvner shall indemnity, defend, and hold Summit handless from and against claims, actions, costs, and expenses, including reasonable legal fees and costs, arising out of say injury, death or damage decorum, an or about Ihejob site unless caused he the grass negligence or willful misronducl of Summit. 10. Owner`s Failure to Pay. If Owner fails to pay any amount due to Summit as and *lien required, Summit shall have the right, but not the obligation, to immediately stop work on the Project and summit inay pursue all available romemes, including the right to place a lien against ore Project site. In addition, Owner shall be obligated to reimburse Summit for reasonable legal fees and costs incurred by Summit in the enforcement ofthis Contract. I L Binding Arbitration Agreement. Except as otherwise set forth in Section 10 above, in the event fit'any dispute between Owner and Summit, whether during the performance ofthe work sad services contemplatedunder this Contractor after, Owner and Samoan agree ro negotiate in gaud faith towards intimidation of the dispute. If Owner and Summit are unable to resolve the d pure within twenty (20) days after the date the dispute rises, then Owner and Sun tit agree to resolve the dispute through binding arbitration. All disputes Mstug um of or relating to this Contract including, without limitation, claims ficlating to the fomodion, perfdrmancq or interpret [ion ofthts Contract and Ja'm.. of regligiace, breach ofcontmct and breach of wansoaq, which are not resolved enter through direct negotiation as provided above, shall be resolved by binding arbitration underlie Construction lmwas Arbitration Rules ofthe American Arbitration Association then in effect This arbitration agreement will be governed by the Federal Arbitration Act and the Minnesota Uniform Arbitration Act. Arbitration will be commenced by written demand for arbitration filed with the American Arbitration Association and the notice of filing together with a copy ofthe written demand for Ftrati q be provodeJ to Ne other psrry in eacuoilnnce with the nota e p ovisin of [h s Conhact Howeveq w bit Cao tar legal aetmn will be commenced follow' , cs,prourn of the appf noon staN[e of laminations or repose Judgment on the b t ation award will b wou rried in any courtw th jurisdiction. Owner and Summit agree that am subcontractor, material supplier, or soh -subcontractor may bv made a party to the arbitration proceeding. Venue for the arbitration will be Ramsey County.. Minnesota. Summit expressly reserves all mechanics It" rights under Chapter 514 of are Minnesota Sutures and may take such other legal action as is needed to perfect such rights. The provisions onatained in this paragraph will swvive the completion of construction and termination of this Contract. 12. Miscellaneous. The beadings used herein arc for convenfance only add are not to be died in interpreting Nis Contact, This Contract shall be contended. enforced, and interpreted under the laws ofthe Stare of Minnesota. This Contract dray nut be modified, amended, nr changed orally, but only by an agreement in writing signed by the parties hereto. Neither party shall be deemed to have waived any rights under this Contract unless such waiver is given in writing and signed by such party. If any provision ofthis Cantrell is invalid or uncafonxable, such provision shall he deemed to be modified to be within the limits orenforcevbdity or validity, if feasible: however, if the offending provision cannot he so modified, it shall he sltickon sad Al ether provismas of this Contract in all otter respects shall remain valid and entbmeable. This Contract is no[ assignable by Owner, This Cunt raft is the entire agreement between the pathos regarding the sub,lcct mater of this Cumuli, any pfiction simalnanecas out or written agrcemen[-garding the subject tram hereof. St. Cloud: 418 Great Oak Drive 1 Waite Park, MN 56387 1 Tel: 320.257,6390 1 Fax 320 257,6392 Corporate: 575 Minnehaha Avenue W. I Saint Paul, MN 55103 1 Tel: 661-251.1880 1 Fax: 651.251.1879 www.outnmitfim.com QTY PART It ATTACHMENT "A" FIRE ALARM SYSTEM - MONTICELLO COMMUNITY CENTER 1 NFW-10OX ADDRESSABLE FIRE ALARM CONTROL PANEL, 198 ADDRESSABLE DEVICES ON ONE SLC, BLACK 1 DP -ES -B OPTIONAL DRESS PANEL, BLACK 1 PWRMOD24 TRANSFORMER, EXPANDS NFW-10OX SYSTEM POWER TO 6 AMPS 2 BAT -1270 BAT -1270(12V, 7AH) POWER SUPPLY 3 PSE -10 10.0 AMPS, 120VAC REMOTE CHARGER POWER SUPPLY IN LOCKABLE, METAL ENCLOSURE. BLACK. 6 BAT -1270 BAT -1270 (12V, 7AH) SPRINKLER 7 FMM-1 ADDRESSABLE MONITOR MODULE; WITH FLASHSCAN; SUPERVISES EITHER A CLASS A OR CLASS B CIRCUIT OF DRY -CONTACT INPUT DEVICES. ELEVATOR 3 NP -200 INTELLIGENT ADDRESSABLE PHOTO DETECTOR, WITH BASE; WHITE 4 FRM-1 ADDRESSABLE RELAY MODULE WITH FLASHSCAN; PROVIDES TWO FORM -C DRY CONTACTS THAT- HATSWITCH TOGETHER. SWITCH VOICE EVAC 1 NFC -50/100 MAIN UNIT, SO WATTS (25 V), 1 CLASS A/B SPEAKER CIRCUIT, 120 VAC, BLACK 1 NFC -1250A DISTRIBUTED AMPLIFIER, 125 WATTS (25V), 4 CLASS A/B SPEAKER CIRCUITS, 120 VAC, BLACK 1 NFC -BDA -25V AMPLIFIER FOR A SECOND SPEAKER CIRCUIT, OR BACKUP, 50 WATTS (25V) 1 NFC -BDA -70V AMPLIFIER FOR A SECOND SPEAKER CIRCUIT, OR BACKUP, 50 WATTS (70V) 1 NFC-XRM-70V 70 VOLT CONVERSION MODULE FOR NFC -50/100 1 NFC-CE6 CIRCUIT EXPANDER MODULE FOR NFC -50/100(E), SIX ADDITIONAL CLASS A/B SPEAKER CIRCUITS 3 FMM-101 ADDRESSABLE MINI MODULE WITH FLASHSCAN; SUPERVISES A CLASS B CIRCUIT OF DRY -CONTACT DEVISES. 1 MS -702U RED DUAL STAGE SINGLE ACTION MANUAL PULL STATION 1 MS -703U BLUE SINGLE ACTION EMERGENCY MANUAL PULL STATION 1 MS -704U YELLOW SINGLE ACTION EMERGENCY MANUAL PULL STATION 2 BAT -1270 BAT -1270 (12V, 7AH) HVAC 18 DNR INNOVAIRFLEX INTELLIGENT DUCT DETECTOR, NON -RELAY, DOES NOT INCLUDE HEAD. 18 DSTS INNOVAIRFLEX SAMPLING TUBE, STEEL, 5' WITH HOLES 18 NP-20OR REMOTE TEST CAPABLE INTELLIGENT ADDRESSABLE PHOTO DETECTOR; FOR USE WITH DNR(W) DUCT DETECTOR HOUSING; WHITE 18 FRM-1 ADDRESSABLE RELAY MODULE WITH FLASHSCAN; PROVIDES TWO FORM -C DRY CONTACTS THAT SWITCH TOGETHER. SLC DEVICES 14 NP -200 INTELLIGENT ADDRESSABLE PHOTO DETECTOR, WITH BASE; WHITE 1 NOT-BG12LX ADDRESSABLE PULL STATION. 1 NH -200 -IV INTELLIGENT ADDRESSABLE THERMAL DETECTOR. FIXED TEMPERATURE, WITH BASE; IVORY; FLASHSCAN & CLIP NOTIFICAITON DEVICES 82 SPSWL-CLR-ALERT SPEAKER STROBE WHITE WALL CLEAR LENS, ALERT 2 SWL STROBE WHITE WALL 12 STI -9705 STI -HORN /STROBE /SPEAKER DAMAGE STOPPER St. Cloud: 418 Great Oak Drive I Waite Park, MN 56387 1 Tei.: 320.257.6390 1 Fax: 320 257,6392 Corporate: 575 Minnehaha Avenue W. I Saint Paul, MN 55103 I Tel: 651.251.1880 1 Fax: 651251.1879 www.summitfire.com CITY PART p ATTACHMENT "B" MONTICELLO COMMUNITY CENTER - ADDITION OF REMOTE MICROPHONE 1 NFC -RM REMOTE MICROPHONE, BLACK 1 N -ANN -80 REMOTE LCD ANNUNCIATOR MIMICS THE FACP DISPLAY, 80 CHARACTER DISPLAY. BLACK 3 NMM-100 ADDRESSABLE MONITOR MODULE; SUPERVISES EITHER A CLASS A OR CLASS B CIRCUIT OF N.D. DRY - CONTACT INPUT DEVICES. 1 MS -704U MIRCOM YELLOW PULL STATION 1 MS -7030 MIRCOM BLUE PULL STATION 1 MS -710U MIRCOM RED PULL STATION WIRE 600 16/4 16/4 FIRE WIRE 300 16/2 16/2 SHIELD FIRE WIRE MISC 1 MISC MISC INSTALLATION MATERIALS St. Cloud: 418 Great Oak Drive 1 Waite Park, MN 56387 1 Tel: 320.257.6390 1 Fax: 320.257.6392 Corporate: 575 Minnehahn Avenue W. I Saint Paul, MN 55103 I Tel: 651.251.1880 1 Fax: 651.251.1879 www.summitfire.com City Council Agenda: 06/26/2023 2U. Consideration of approving a contract with McDowall Company for repairs and upgrades to the walk-in cooler for the Hi -Way Liquors Store for a total cost of $124,949.69 Prepared by: Meeting Date: Nx Consent Agenda Item Public Works Director/City Engineer 06/26/2023 p Regular Agenda Item Reviewed by: Approved by: Facilities Maintenance Manager, City Clerk Finance Director ACTION REQUESTED Authorize a contract with McDowall Company for repairs and upgrades to the walk-in cooler for the Hi -Way Liquors store. REFERENCE AND BACKGROUND The current walk-in cooler system is over 15 years old, and the HVAC systems require increased maintenance. In addition, the roof of the cooler has structural issues that need repair. McDowall Company was awarded a Sourcewell indefinite delivery quantity (IDIQ) construction contract and was contacted for pricing on this project. Sourcewell, formerly National Joint Powers Alliance, is a local unit of government and public agency created by the Minnesota Legislature as a service cooperative. Minn. Stat. § 123A.21 (2018). Sourcewell was established with the statutory purpose of assisting members in meeting specific needs which are more efficiently delivered cooperatively than by an entity individually. Pricing for the repair and upgrades that was received was $124,949.69. During construction half of the cooler will be in operation at any given time. Hi -Way Liquors staff has indicated that they will be able to accommodate this outage. Budget Impact: The 2023 budget includes $130,000 for this repair/replacement. II. Staff Workload Impact: Facilities Staff will manage and coordinate this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of contract with Gordian/Sourcewell. SUPPORTING DATA • Gordian/Sourcewell Contract GORDIAN (R Work Order Signature Document Sourcewell EZIQC Contract No.: MN -R5 -R -040622 -MDC F_x] New Work Order F-1 Modify an Existing Work Order Work Order Number: 113502.00 Work Order Date: 05/10/2023 Owner PO No: Work Order Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Owner Name: City of Monticello Contractor Name: McDowall Company Contact: Matt Leonard Contact: Ryan Keating Phone: 763-271-3271 Phone: 320-203-9336 Work to be Performed Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No MN -R5 -R -040622 -MDC. Brief Work Order Description: Walk-in Cooler Upgrades Time of Performance See Schedule Section of the Detailed Scope of Work Duration Liquidated Damages Will apply: Will not apply: Work Order Firm Fixed Price: $124,949.69 Owner Purchase Order Number: Approvals Owner Date Contractor Date Work Order Signature Document Page 1 of 1 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Sour w ll a Detailed Scope of Work To: Ryan Keating McDowall Company No Data Input No Data Input, 320-203-9336 Date Printed: May 10, 2023 GORDIAN (R From: Matt Leonard City of Monticello 505 Walnut Street Monticello, MN 55362 763-271-3271 Work Order Number: 113502.00 Owner PO No: Work Order Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Brief Scope: Walk-in Cooler Upgrades Preliminary FIRevised FX Final The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. Walk-in Cooler Upgrades City of Monticello - Hi -Way Liquor Store 545 Pine St. Monticello, MN 55362 SERVICES WILL BE PROVIDED TO THE FOLLOWING LOCATION(S): Hi -Way Liquor Store - Monticello The city of Monticello has asked McDowall Company for budget pricing to remove and replace the cooling equipment for the walk in cooler in both the north and south cooler areas. The city has also asked McDowall to reinforce the cooler ceiling. Please see the following scope of work for more details. McDowall will provide the following: North Cooler: Remove the existing cooler equipment inside the cooler Provide all new indoor units to be hung in the same location of the existing units Remove the existing condensing units that are located on the roof Provide all new condensing units that will be placed on the roof Provide all the required refrigeration piping and piping insulation Provide all the required electrical disconnect and reconnect Provide all the required rigging Provide start up South Cooler: Remove the existing cooler equipment inside the cooler Provide all new indoor units to be hung in the same location of the existing units Remove the existing condensing units that are located outside on the ground Provide all new condensing units that will be placed outside on the ground Provide all the required refrigeration piping and piping insulation Provide all the required electrical disconnect and reconnect Provide all the required rigging Provide start up McDowall will also provide one continuous support bracket for the ceiling of the south cooler to prevent any further bowing of the cooler ceiling system Clarifications and Exclusions: Work to be performed during normal business hours Mechanical drawings are not included in this scope of work " Premium Time" or Price Contingency is not included in this scope of work Temporary HVAC, bonding, allowances, dust control, site restoration, testing and balancing or temperature controls are not included Roofing, structural work or roof screening is not included McDowall Comfort Management will not perform any work if working conditions could endanger or put at risk the safety of our employees or subcontractors Asbestos or hazardous material abatement removal (if any) shall be performed by customer No structural or architectural work is included as part of this scope of work McDowall Comfort Management is not responsible for any pre-existing conditions to the existing mechanical systems HVAC/Building code updates required by the City or State will be an ADD to this scope of work Please assume the cooling to be non -operational for 5-6 days during installation Please note: McDowall is not responsible for moving any product inside the cooler and McDowall is not responsible for any temporary coolers to be used during installation Scope of Work Page 1 of 2 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Detailed Scope of Work Continues.. Work Order Number: 113502.00 Work Order Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Contractor Owner Date Date Scope of Work Page 2 of 2 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Contractor's Price Proposal - Summary Date: May 10, 2023 Re: IQC Master Contract #: MN -R5 -R -040622 -MDC Work Order #: 113502.00 Owner PO #: Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Contractor: McDowall Company Proposal Value: $124,949.69 No Category Input $123,299.69 permits Proposal Total $1,650.00 $124,949.69 Contractor's Price Proposal - Summary Page 1 of 1 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Contractor's Price Proposal - Detail Date: May 10, 2023 Re: IQC Master Contract #: MN -R5 -R -040622 -MDC Work Order #: 113502.00 Owner PO #: Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Contractor: McDowall Company Proposal Value: $124,949.69 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) No Category Input 1 01 22 23 00 0941 DAY 8 To 9 Ton Lift, Truck Mounted Hydraulic Crane With Full -Time Operator $1,365.34 Quantity Unit Price Factor Total Installation 1.00 x 1,098.25 x 1.2432 1,365.34 2 01 74 19 00 0015 EA 30 CY Dumpster (4 Ton) "Construction Debris"Includes delivery of dumpster, $826.72 rental cost, pick-up cost, hauling, and disposal fee. Non -hazardous material. Quantity Unit Price Factor Total Installation 1.00 x 664.99 x 1.2432 826.72 3 05 05 23 00 1206 LF 5/16" Diameter, Plain Finish Steel, Low Carbon Threaded Rod $147.94 Quantity Unit Price Factor Total Installation 50.00 x 2.38 x 1.2432 147.94 4 05 43 00 00 0004 LF 1-5/8" Wide x 1-3/8" High, 12 Gauge, Steel Unistrut Channel $658.77 Quantity Unit Price Factor Total Installation 50.00 x 9.47 x 1.2432 588.66 Demolition 30.00 x 1.88 x 1.2432 = 70.12 5 05 43 00 00 0038 EA 1/2-13, 316 Stainless Steel Lock Nut Without Spring For Unistrut Channel $342.13 Quantity Unit Price Factor Total Installation 20.00 x 13.76 x 1.2432 = 342.13 6 05 43 00 00 0041 EA 1-5/8" Channel, P2675 Unistrut Beam Clamp $225.89 Quantity Unit Price Factor Total Installation 10.00 x 18.17 x 1.2432 = 225.89 7 10 26 23 13 0150 EA 3/4" Copper Pipe, Hugger Hanger $638.38 Quantity Unit Price Factor Total Installation 50.00 x 10.27 x 1.2432 = 638.38 8 11 41 23 00 0178 EA 2 HP Medium Temperature Hermetic System Pre -Assembled Indoor R404a, $45,329.86 208/230 Volt, 1 Phase, 60 Hertz Quantity Unit Price Factor Total Installation 8.00 x 4,557.78 x 1.2432 45,329.86 9 11 41 23 00 0204 EA 4 HP Medium Temperature Hermetic System Pre -Assembled Outdoor R404a, $17,804.69 208/230 Volt, 1 Phase, 60 Hertz Quantity Unit Price Factor Total Installation 2.00 x 6,632.19 x 1.2432 = 16,490.28 Demolition 4.00 x 264.32 x 1.2432 = 1,314.41 10 11 41 23 00 0205 EA 5 HP Medium Temperature Hermetic System Pre -Assembled Outdoor R404a, $18,941.74 208/230 Volt, 1 Phase, 60 Hertz Quantity Unit Price Factor Total Installation 2.00 x 7,013.98 x 1.2432 = 17,439.56 Demolition 4.00 x 302.08 x 1.2432 = 1,502.18 11 22 11 16 00 0758 EA 3/4", Cut And Prepare Existing In Place Copper Pipe $220.30 Quantity Unit Price Factor Total Installation 20.00 x 8.86 x 1.2432 220.30 Contractor's Price Proposal - Detail Page 1 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 113502.00 Work Order Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) No Category Input 12 22 11 16 00 0854 LF 3/4" Inside Diameter Copper Pipe/Tubing Type LAssemblylncludes all hangers $1,273.66 and couplings, elbow, tee, reducer fittings. All hangers are complete assemblies. Not for use where detail is available. Quantity Unit Price Factor Total Installation 50.00 x 20.49 x 1.2432 1,273.66 13 23 01 60 71 0003 LB Recovery And Recharging Of Refrigerantlncludes cleaning refrigerant gas prior $3,187.56 to recharging. Quantity Unit Price Factor Total Installation 200.00 x 12.82 x 1.2432 3,187.56 14 23 07 19 00 0005 LF 1" Diameter Pipe, 1" Thick Calcium Silicate Insulation $1,458.27 Quantity Unit Price Factor Total Installation 100.00 x 11.73 x 1.2432 1,458.27 15 23 23 13 00 0004 EA 1/2" Refrigeration Ball Valve, Sweated $182.45 Quantity Unit Price Factor Total Installation 4.00 x 36.69 x 1.2432 182.45 16 23 23 13 00 0015 EA 1-1/8" Refrigeration Valve, Packed $1,234.65 Quantity Unit Price Factor Total Installation 4.00 x 248.28 x 1.2432 1,234.65 17 23 23 13 00 0033 EA 1/2" Solenoid Valve, Refrigeration $2,022.54 Quantity Unit Price Factor Total Installation 8.00 x 203.36 x 1.2432 2,022.54 18 23 23 16 00 0016 LF 1/2" Outside Diameter Type L Drawn, ACR Copper Tubing $551.05 Quantity Unit Price Factor Total Installation 75.00 x 5.91 x 1.2432 551.05 19 23 23 16 00 0020 LF 1-1/8" Outside Diameter Type L Drawn, ACR Copper Tubing $1,252.15 Quantity Unit Price Factor Total Installation 80.00 x 12.59 x 1.2432 1,252.15 20 23 23 16 00 0021 LF 1-3/8" Outside Diameter Type L Drawn, ACR Copper Tubing $394.09 Quantity Unit Price Factor Total Installation 20.00 x 15.85 x 1.2432 394.09 21 23 23 16 00 0061 EA 3/8" ACR Wrought Copper Coupling $253.59 Quantity Unit Price Factor Total Installation 14.00 x 14.57 x 1.2432 253.59 22 23 23 16 00 0062 EA 1/2" ACR Wrought Copper Coupling $261.07 Quantity Unit Price Factor Total Installation 14.00 x 15.00 x 1.2432 261.07 23 23 23 16 00 0066 EA 1-1/8" ACR Wrought Copper Coupling $611.46 Quantity Unit Price Factor Total Installation 16.00 x 30.74 x 1.2432 611.46 24 23 23 16 00 0067 EA 1-3/8" ACR Wrought Copper Coupling $883.17 Quantity Unit Price Factor Total Installation 16.00 x 44.40 x 1.2432 883.17 25 23 23 16 00 0104 EA 1/2" ACR Wrought Copper 45 Degree Elbow $164.77 Quantity Unit Price Factor Total Installation 6.00 x 22.09 x 1.2432 164.77 Contractor's Price Proposal - Detail Page 2 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 113502.00 Work Order Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) No Category Input 26 23 23 16 00 0108 EA 1-1/8" ACR Wrought Copper 45 Degree Elbow $302.17 Quantity Unit Price Factor Total Installation 6.00 x 40.51 x 1.2432 302.17 27 23 23 16 00 0109 EA 1-3/8" ACR Wrought Copper 45 Degree Elbow $410.63 Quantity Unit Price Factor Total Installation 6.00 x 55.05 x 1.2432 410.63 28 23 23 16 00 0118 EA 1/2" ACR Wrought Copper Tee $313.09 Quantity Unit Price Factor Total Installation 8.00 x 31.48 x 1.2432 313.09 29 23 23 16 00 0121 EA 7/8" ACR Wrought Copper Tee $379.03 Quantity Unit Price Factor Total Installation 8.00 x 38.11 x 1.2432 379.03 30 23 23 16 00 0122 EA 1-1/8" ACR Wrought Copper Tee $643.48 Quantity Unit Price Factor Total Installation 8.00 x 64.70 x 1.2432 643.48 31 23 23 16 00 0144 EA 7/8" ACR Wrought Copper P -Trap $1,029.27 Quantity Unit Price Factor Total Installation 8.00 x 103.49 x 1.2432 1,029.27 32 23 23 16 00 0152 EA 1/2" Outside Diameter Sight Glass With Moisture And Liquid Indicator, Solder $679.88 Connection Quantity Unit Price Factor Total Installation 8.00 x 68.36 x 1.2432 679.88 33 23 23 16 00 0184 EA 1/2" Outside Diameter, 1 To 8 Ton, Bi -Flow Filter Drier, Solder Connections $704.20 Quantity Unit Price Factor Total Installation 4.00 x 141.61 x 1.2432 704.20 34 23 23 16 00 0205 EA 1/2 To 11 Ton Electric Expansion ValveSporlan SEI. $5,151.92 Quantity Unit Price Factor Total Installation 8.00 x 518.01 x 1.2432 5,151.92 35 23 23 23 00 0005 LB R -404A Refrigerant $1,912.54 Quantity Unit Price Factor Total Installation 120.00 x 12.82 x 1.2432 1,912.54 36 23 63 13 00 0025 EA Removal And Reinstallation Of Up To 5 Tons Air Cooled Condensing Unit $1,197.80 Quantity Unit Price Factor Total Installation 4.00 x 240.87 x 1.2432 1,197.80 37 26 05 19 16 0016 MLF #14 AWG, Type XHHW, 600 Volt, Copper, Single Solid Cable, Installed In $2,582.90 Conduit Quantity Unit Price Factor Total Installation 3.00 x 692.54 x 1.2432 2,582.90 38 26 05 19 16 0017 MLF #12 AWG, Type XHHW, 600 Volt, Copper, Single Solid Cable, Installed In $3,180.08 Conduit Quantity Unit Price Factor Total Installation 3.00 x 852.66 x 1.2432 3,180.08 39 26 05 29 00 0029 LF >2' Length x 1-5/8" Wide x 1-5/8" High, 12 Gauge, Steel Unistrut Channel $65.86 Quantity Unit Price Factor Total Installation 6.00 x 8.83 x 1.2432 65.86 Contractor's Price Proposal - Detail Page 3 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 113502.00 Work Order Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) No Category Input 40 26 05 29 00 0040 LF Steel Raceway Closure Strip, Unistrut Channel Fittings $36.62 Quantity Unit Price Factor Total Installation 6.00 x 4.91 x 1.2432 36.62 41 26 05 29 00 0041 EA Steel End Cap, Unistrut Channel Fittings $73.85 Quantity Unit Price Factor Total Installation 6.00 x 9.90 x 1.2432 73.85 42 26 05 29 00 0048 EA 4 -Hole, 7-1/4" Length, In -Line, Flat Splice Plate, Steel, Unistrut Channel Fitting $43.56 Quantity Unit Price Factor Total Installation 6.00 x 5.84 x 1.2432 43.56 43 26 05 29 00 0167 EA 1/2", One Hole Steel Conduit Strap $96.35 Quantity Unit Price Factor Total Installation 25.00 x 3.10 x 1.2432 96.35 44 26 05 29 00 0168 EA 3/4", One Hole Steel Conduit Strap $97.59 Quantity Unit Price Factor Total Installation 25.00 x 3.14 x 1.2432 97.59 45 26 05 29 00 0351 EA 1/4" Diameter, 2" Length, Zinc Plated Steel, Hanger Lag Bolt With Hex Nut $159.13 Quantity Unit Price Factor Total Installation 50.00 x 2.56 x 1.2432 159.13 46 26 05 29 00 0352 EA 5/16" Diameter, 2" Length, Zinc Plated Steel, Hanger Lag Bolt With Hex Nut $162.86 Quantity Unit Price Factor Total Installation 50.00 x 2.62 x 1.2432 162.86 47 26 05 29 00 0355 EA 6-32 Screw Size, 5/16" Hole Diameter, 1/8" To 5/8" Grip Range, Zinc Plated $92.62 Steel, Hollow Wall Screw Anchor Quantity Unit Price Factor Total Installation 50.00 x 1.49 x 1.2432 92.62 48 26 05 29 00 0356 EA 6-32 Screw Size, 5/16" Hole Diameter, 5/8" To 1-1/4" Grip Range, Zinc Plated $96.97 Steel, Hollow Wall Screw Anchor Quantity Unit Price Factor Total Installation 50.00 x 1.56 x 1.2432 96.97 49 26 28 16 13 0008 EA 1 Pole GFI, 15 To 30 Amperes, 120/240 Volt, UL Listed 30mA Equipment $787,59 Protection Circuit Breaker, 10,000 Amperes Interrupting Capacity Quantity Unit Price Factor Total Installation 4.00 x 158.38 x 1.2432 = 787.59 50 26 28 16 13 0017 EA 3 Pole, 15 To 30 Amperes, 120/240 Volt, Branch Circuit Breaker, 10,000 $339.89 Amperes Interrupting Capacity Quantity Unit Price Factor Total Installation 2.00 x 136.70 x 1.2432 = 339.89 51 26 28 16 16 0023 EA 30 Amperes, 240 Volt Class, 3 Phase, 3 Wire, 2 Blades And Fuseholders, $2,527.57 Heavy Duty Fusible, NEMA 1 Enclosure, Neutral Kit, Safety Switch Quantity Unit Price Factor Total Installation 4.00 x 508.28 x 1.2432 = 2,527.57 Subtotal for No Category Input $123,299.69 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) permits Contractor's Price Proposal - Detail Page 4 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 113502.00 Work Order Title: City of Monticello Hi -Way Liquor Store Walk-in Cooler Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) permits 52 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $1,650.00 costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation 1,500.00 x 1.00 x 1.1000 1,650.00 Subtotal for permits $1,650.00 Proposal Total $124,949.69 This total represents the correct total for the proposal. Any discrepancy between line totals, sub -totals and the proposal total is due to rounding. Subcontractor Listing Page 5 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/10/2023 City Council Agenda: 6/26/2023 2V. Consideration of approving the appointment of Danielle Murdoff to the Parks, Arts, and Recreation Commission Prepared by: Meeting Date: ® Consent Agenda Item Park & Recreation Director 6/26/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Clerk ACTION REQUESTED Motion to approve appointment of Danielle Murdoff to fill the vacant seat on the Parks, Arts, and Recreation Commission (PARC) for the remaining term through December 31, 2023. REFERENCE AND BACKGROUND With the resignation of Commissioner Lynn Anderson, applications to fill her vacant seat on the Parks, Arts & Recreation (PARC) were received. The PARC interviewed two candidates and voted unanimously to recommend Danielle Murdoff fill the seat for the remaining term through December 31, 2023. PARC is an advisory board, and City Council has final authority on appointments. PARC appointments run for a 3 -year term with an annual renewal at the end of each term. STAFF RECOMMENDED ACTION City staff and PARC recommend approving the appointment of Danielle Murdoff to the Parks, Arts & Recreation Commission. SUPPORTING DATA • Redacted Application EMPLOYMENT APPLICATION CITY OF ��L,�{,��� �4:,�,,�,j� MonfixHo MINNESOTA Cky of MaINRella 6O5 WlInIR $11N1 MOIWeello, Minnesota-65562 Btpihmew.tl.montmello.mn.us(hnp; wwxdmonncello.mn.us) Mufdhaff, DartillL Parks, Arts and Recreation Commission Member (Valuntal Recehassik223,8:42AM FarGM[1eI 11Y OnLf. DUAL- ONO' NG: ❑Experience O Training D Other PERSONAL INFORMATION POSITION TITLE Parks, Arts and Recreatbg Commission Member (Volunteer) Jab Number. 2023H00012 NAME: (Last. First, Middle) MurdoR, Danielle, L. PERSON ID: 43315011 ILDDRFSS: (Street, Chi State. Zip Code) HOME PHONE: Email ATION PREFERENCE Email DRMER'S LICENSE:LEGAL Yes Stele: MN Number, H••""„"""8 RIGHT TO WORK IN THE UNITED BTATEST: ■ Yes ❑ No HIGHEST LEVEL OF EDUCATION: Master's Degree PREFERENCES ARE YOU WILLING TO RELOC M O Yes D No D Maybe WHAT TYPE OF JOB ARE YOU LOOKING FORT Regular TYPES OF WORK YOU WILL ACCEPT. Part Time EDUCATION SCHOOL NAME: Winona Slate university Lo:Anonycty, sua l Winona, MN DID YOU GRADUATE? ■ Yes _ No DEGREE RECEIVED: Master's MJLJORRANOR: Master of Educarlon SCHOOL NAME: Brigham Young University LOEIRMOM(CNy, Stral Rexburg. ID DID VOU ORAW/OET ■ Yea O No DEGREE RECEWED: Bachelor's MAJOWMINOR: Elementary Education WORK EXPERIENCE DATES: from January/2021 to Present EMPLOYER: WEST Mutt Basic Education(ABE) POSITION TRUE: ESL Teacher ADDRESS: (Street, Cay, State, Zip Code): 60 Central Ave. W. St. Michael, MN 55376 PHONE NUMBER: - SUPERVISOII: Jill- Dechalne MAYWECONTACTTHISEMPLOYER? ■ Yes ONO HOURS PER WEEK 15 DUTIES: I teach ESL and digital learning skills to hours In a one room schoolhouse environment. REASON FOR LEAVING: Presently employed. DATES: from Jone2O18 to Present EMPLOYER:POSITION Monticello Schools TITLE: =nded SChod Year Teacher ADDRESS: (Street, City, State, Zip Code(: Merril llo, MN 55362 SUPERVISOR Monica-O'Neil MAY WE CONTACT THIS EMPLOYER? ■ Yes ❑ No HOURS PER 30 DUTIES: I work as both an extended school year high school teacher and a Ulalrkt wide suhslaute teacher, hnplemerning lesson plans, managing student bethavioc and leaving detailed reports. REASON FOR LEAVING,: SeasonelJdis CERTIFICATES AND LICENSES Nothing Entered For This Section SHILLS OFFICE SELLS: Nothing Entailed For This Section OTHER SELLS: Nothing Entered For This Section LANGVAGe: Nothing Entered For This Section SUPPLEMENTAL INFORMATION Nothing Entered For This Section REFERENCES REFERENCE TYPE Personal NAME: Merbse Johnson POSITION: Friend ADDRESS: (Street City, State, Zip Code) EMAIL ADDRESS: PHONE NUMBER: REFERENCE TYPE: Professional NAME: Jeremiah Mack POSITION: 1. Are you d least 118years old? Yes 2. Ans you at lead is years old? Yes d How dict you hear Stated MIS position? Referral 0. If you marked *Other" please specity 9y clicking on the 'Accept & Submit' button, I hereby certify that all of the information provided by me in this application (or any other accompanying or required documents) is correct, accurate and complete to the best of my knowledge. I understand that the falsification misrepresentation or omission of any facts in sold documents may be cause for denial of employment or immediate termination of employment regardless of the timing or circumstances of discovery. I understand that submission of an application does not guarantee employment I understand that none of the documents. policies, procedures, actions, statements of the City of Monticello or Its representatives used during the employment process Is deemed a contract of employment real or implied. In consideration for employment with the City of Monticello, if employed, I agree to conform to the rules, regulations. policies and procedures of the City of Monticello at all times and understand that such obedience Is a condition of employment. I understand that if offered a poshlon with the City of Monticello, I may be required to submit to a drug screening and background check as a condition of employme it I understand that unsatisfactory reaults from, refusal to cooperate with, or any aftemptto affect Me results of these preemploymentbasts anti checks will result In withdrawal of any employment otter or termination of employment it already employed. With my signature below. I am providing the City of Monticello authonzatlon to verify all Information I provided within this application, Including contacting current or previous employers. However, I understand that If, In the Employment Experience section I have answered 'No" to the question, "May we contact your current emf loyeR", contact with my current employer will not be made without my specific authorization. This application was submitted by Murdl Danielle, L. City Council Agenda: 6/26/2023 3A. Public Hearing - Consideration of adopting Resolution 2023-55 for vacation of drainage and utility easements as legally described for a portion of Country Club Manor Second Addition, with re-establishment per replat of Country Club Manor Third Addition. Applicant: CHC Monticello Townhomes LLC Prepared by: Meeting Date: ❑ Consent Agenda Item Community Development Director 6/26/2023 ® Public Hearing Item ❑ Regular Agenda Item Reviewed by: Approved by: Project Engineer, City Planner City Clerk ACTION REQUESTED Motion to adopt Resolution 2023-55 vacating drainage and utility easements as legally described for a portion of Country Club Manor Second Addition, based on findings in said resolution and contingent on the following: 1. Establishment of drainage and utility easements per the direction of the City Engineer on Country Club Manor Third Addition (replat of the townhome area of the Second Addition). 2. Approval and recording of the plat of Country Club Manor Third Addition (replat of the townhome area of the Second Addition). 3. Coordination with utility providers for any required relocations resulting from the vacation and replatting of public easements at developer's expense. REFERENCE AND BACKGROUND The City Council is asked to hold a public hearing for the vacation of a portion of drainage and utility easements within the plat of Country Club Second Addition specific to the twinhome area for purposes of replatting the twinhome lot and blocks. CHC Monticello Townhomes LLC is the fee title owner of all parcels in which the current vacations are proposed, and the ownership submitted a petition for the vacation of the noted easements. The replatting is to address property line encroachments by the proposed buildings, discovered in the building design and lot survey process. A portion of each of the twinhomes crosses over the property line into the common lot area. In order to adjust the property lines for this City Council Agenda: 6/26/2023 purpose, it is proposed to replat the area as Country Club Manor Third Addition. This is a separate item for consideration on this Council agenda. Drainage and utility easements within the common lot areas as required are shown to be re- established on the proposed plat of Country Club Manor Third Addition. The City Engineer's office and Community Development Department have reviewed the replat to verify all required public easements for drainage and utility purposes are in place and that lots continue to meet subdivision and PUD approval requirements. Staff received one letter of comment from a utility provider located within the easements to be vacated. Staff trust that the noted utility infrastructure will be located within the proposed drainage and utility easements of Country Club Manor Third Addition. However, if any portion of the utility is required to be relocated due to the re -configuration of the easements, the developer is required to coordinate and pay for the relocation costs. City staff prepared and sent notices to be published in the Monticello Times and notices have be sent to affected property owners to meet the requirements of public notice for the vacation. Budget Impact: The petitioner or their representative have provided the required vacation petition fee and escrow for consideration. II. Staff Workload Impact: Workload impact is expected at approximately 10-20 hours for review and recommendation on the vacation requests and platting. III. Comprehensive Plan Impact: Not directly applicable. The approved plat and PUD were previously evaluated for consistency with the 2040 Plan. STAFF RECOMMENDED ACTION City staff recommends the vacation contingent on the conditions noted. SUPPORTING DAT A. Resolution 2023-55 B. Aerial Site Image C. Vacation Petition D. Easement Vacation Exhibit E. Current Plat, Country Club Manor Second Addition F. Proposed Plat, Country Club Manor Third Addition G. Letter of Public Comment CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-55 APPROVAL OF VACATION OF DRAINAGE AND UTILITY EASEMENTS IN THE COUNTRY CLUB MANOR 2nd ADDITION WHEREAS, the applicant originally platted the subject property as Country Club Manor Second Addition, and platted each of 60 individual unit lots, surrounding common lot areas, and dedicated drainage and utility easements over the common areas; and WHEREAS, the applicant has submitted a request for a Final Plat for Country Club Manor Third Addition, revising the parcels for mixed residential uses under Planned Unit Development zoning; and WHEREAS, the site is zoned PUD, Country Club Manor Second Addition Planned Unit Development District; and WHEREAS, the proposed use and development of the future residential areas as mixed residential uses would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area the replat will not impact the approved PUD development plan; and WHEREAS, the applicant is seeking a replatting of the property to accommodate the specific building and site development standards within lots created by the proposed plat; and WHEREAS, the applicant has requested a vacation of the surrounding drainage and utility easements to accommodate the altered lot lines in the plat; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the City Council has held a public hearing for consideration of vacation of drainage and utility easements necessary to accommodate the revised final plat and the applicant and members of the public were provided the opportunity to present information to the City Council; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the vacation approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-55 2. The proposed vacation and Replat incorporates standards of the PUD applicable to the zoning districts which properly address the impacts of the applicable residential development. 3. The impacts of the improvements on public services are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. The impacts of the land uses as proposed are consistent with those expected by the Comprehensive Plan on adjoining property in the area. 5. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the vacation of drainage and utility easements within the Country Club Manor Second Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Establishment of drainage and utility easements per the direction of the City Engineer on Country Club Manor Third Addition (replat of the townhome area of the 2nd Addition). 2. Recording of the plat of Country Club Manor Third Addition (replat of the townhome area of the Second Addition). 3. Coordination with utility providers for any required relocations resulting from the vacation and replatting of public easements at developer's expense. ADOPTED this 26th day of June, 2023, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL Bv: Lloyd Hilgart, Mayor 2 Country Club Manor 2nd Addition Area City Boundary Parcels rl ITV OF Monticello 1 in = 427 Ft N A June 7, 2023 Map Powered By Datafi wsb DocuSign Envelope ID: BE24EC58-BFD4-4EF3-B02A-E90AE12B4B18 DATE: June 5, 2023 TO: City Clerk City of Monticello To Whom it may Concern: CHC Monticello Townhomes LLC, fee title property owner of County Road 39 and 7th Street W., Monticello, MN 55362, petition on behalf of CHC Monticello Townhomes LLC for the vacation of the utility and drainage easements of Lot 21, Block 1, Lot 11, Block 2, Lot 11, Block 3 and Lot 21, Block 4 of the Monticello Townhomes Development. Legal description: The drainage and utility easement across Legal Descriptions: Lot 21, Block 1, Country Club Manor 2nd Addition Lot 11, Block 2, Country Club Manor 2nd Addition Lot 11, Block 3, Country Club Manor 2nd Addition Lot 21, Block 4, Country Club Manor 2nd Addition PIDs: Block 1 Parcel: 155276001210 Block 2 Parcel: 155276002110 Block 3 Parcels 155276003110 Block 4 Parcel: 155276004210 of the Monticello Townhome Development, according to the recorded plat thereof, Wright County, Minnesota. Thank You, Docu Signed by: Property Owner's Signature DocuSign Envelope ID: 61 F96027-5E9F-4DE6-9174-56C1 D89B8E00 CITY 0 F CITY OF MONTICELLO Community Development Vacation Petition 505 Walnut Street, Suite 1 Monticello, MN 55362 Monticeflo (763) 295-27111 Community. development(a,ci.monticello. mn.us CHECK ONE: VACATION TYPE: JL PROPERTY INFORMATION Property Address County Road 39 and 7th Street W., Monticello, MN 55362 Property Legal Description See attached page Property ID Number See attached page PROPERTY OWNER INFORMATION Owner Name CHC Monticello Townhomes LLC Owner Address 61 St. Anthony Avenue, Suite 825, St. Paul, MN 55103 Owner Phone/Email 651-287-6408 / CHC.corp@comcast.net CHECK ONE: VACATION TYPE: JL FEE: Street $200 + escrow X Drainage and/or Utility $200 + escrow Other (please specify): $200 + escrow ESCROW: I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with or completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the Commercial information I have submitted are true and correct. I also acknowledge the Fees & Escrow Purpose explanation below and See escrow1 statement below Residential Signed by: 0-3 Acres $2,000 unit $800 4-10 $6,000 2 + units $1000 based + $100/unit — up to $10,000 for initial escrow 11+ $8,000 TOTAL TO BE PAID AT PETITION $1,600.00 Property Owner/Petitioner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this request and that the documents and information I have submitted are true and correct. I also acknowledge the Fees & Escrow Purpose explanation below and hereby agree to pay all statements received pertaining to additional petition expense and City review. Printed Name/Title: Wesley Butler/Executive Director Signed by: (Signature) 11ll EMO-S (Date) 6'5'23 Purpose of Fees & Escrow Fees: The fees are used for publication of the public hearing notice in the Monticello Times, for postage to mail the required notice to adjacent properties as outlined by ordinance or statute and recording fees. Escrow: The City uses escrow deposits for staff and consultant time for case review and preparation of documents related to the application or petition. This may include engineering, legal, planning, and environmental consultation. Should the original escrow be exceeded, the applicant or responsible party will be billed for all additional services. It is the policy of the City of Monticello to require petitioners for vacation approvals to reimburse the City for costs incurred in reviewing and acting upon applications, so that these costs are not borne by the taxpayers of the City. These costs include all the City's out-of-pocket costs for expenses, including the City's costs for review of the application by the City's staff, Consulting Engineer, Consulting Planner, City Attorney, or other consultants. The City will invoice the petitioner for these costs within 3 months of final action on the application and payment will be due within thirty (30) days. If payment is not received as required by this agreement, the City will proceed on action to assess or lien. Payment of costs will be required whether the application is granted or denied. Revised 2020 COUNTRY CLUB MANOR SECOND ADDITION _ NORTHWEST CORNER OF NORTH LINE OF THE NW1/4 SECTION 10, T.121, R.25 OF SECTION 10, T.121, R.25 — _ NORTH QUARTER CORNER � 1 � � OF SECTION 10, T.121, R.25 ��-- N89°10'28"W--,\�,—_-- S89°10'28"E 476.35 1 ___,\ / — — — V-1� 2172.74 I / /�I I I�� \ /Ir_ IA/ Tr L)L) A /�r_ V IL_ VV I L_I \I \�-\\>L_ -7 1111 v L j IK IT\/ I II/'\I I\A/ A M U1 v I I ril\;Prl A A I zl \ CAP #15233 S88°59'40"E 400.00 CAP #15233 (/ S88°59'40"E 195.14 v \ 60 1/2" REBAR — — N o 'or' � �^ 60 1/2" REBAR \ o 00 6.00 FOOT DRAINAGE c o %`' 60 Cl) AND UTILITY EASEMENTC/)' 0 1/2" PIPE Z DETAIL .,A„_� \ /x/11 I IT[)\/ � LIJ \ \>\JU1 V 1 1\ 1 co co �I .L_\Jvr\— `' 12.00 FOOT DRAINAGE,�i ”' � 7 BLOCK 5 AND UTILITY EASEMENT I � \ / co N \ \ _1 12.00 FOOT DRAINAGE��/ \ 1 �; o LIJ AND UTILITY EASEMENT CD \ ♦� U \ /11 I I / 11 i� I •- sr .. 00, 1111 I \� - 0Q,, co \ L, L j\ SI \ r < i \cP0 UV I IL /—\ \ 0 \ / i,/ \I \r<\ / \ / LIJ A A '<�A r r 6.00 FOOT DRAINAGE 4AND UTILITY EASEMENT I 6')xL <�� A 5N �v� \/i 5 --_� / > / / C #7439 f Jc) DRAINAGE & UTILITY ,26 EASEMENT ON c 6 ALL OF OUTLOT A 1 r, v1 , �� .- v -7 I I ' ti OUTLOT , ,_ , K A A K I /, L) -2, 1111, �'o° �o 4 ; A �u - �_ IVI/-\I I\ 01Q1 A / \ 5 _ J (,. 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NO. 39 FAIRWAY DR. ♦lam �� �V 1111 �a a J r,.K SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN DRAINAGE &UTILITY EASEMENT ON ALL OF LOT 11, B1111 11 ,DRAINAGE &UTILITY EASEMENT ON ALL OF OUTLOT C \, 1/2" REBAR / 7 N88°50'52"W 1035.79 \ = = M M F— TIrl\K 1 -1/\ _ T -1/)-1 DETAIL "C" _\> I I N IL/ I . IL I / \ K I\Al1 / A ^r_-1 / A \ A V I V r ... y� I� `—`L_ I't- NOT r NOT TO SCALE \ WI M m O O v ,1�� S88°59'40"E 195.14 1/2" REBAR 0.57 / 194.57 10 '90,'Sj < 0° NOT TO SCALE 00N •�jc�iS IVU I I U JI,HLr- ♦ 81& 7,` K 0.64 18.21 1/2" REBAR N88°50'52"W 1035.79 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST KNOW ALL PERSONS BY THESE PRESENTS: That the City of Monticello Economic Development Authority, an authority under the laws of Minnesota, fee owners of the following described property: Outlot A, COUNTRY CLUB MANOR according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR SECOND ADDITION and do hereby dedicate to the public for public use the public ways and drainage and utility easements as created by this plat. In witness, whereof, said City of Monticello Economic Development Authority, an authority under the laws of Minnesota, fee owner, has cause these presents to be signed by its proper officers this day of .20 President Executive Director STATE OF COUNTY OF This instrument was acknowledged before me on this day of 20 by , President of the City of Monticello Economic Development Authority, an authority under the laws of Minnesota. re Notary Public, County, Minnesota My commission expires This instrument was acknowledged before me on this day of 120 by , Executive Director of the City of Monticello Economic Development Authority, an authority under the laws of Minnesota. signature print Notary Public, County, Minnesota My commission expires I Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 120 Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF COUNTY OF The instrument was acknowledged before me on by Jonathan D. Schuette signature print r-� Notary Public, County, Minnesota My commission expires 4-1 CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this 20 CAP #8914 0 100' 200' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 day of , Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA Approved by the City of Monticello, Minnesota this day of , 20 Mayor City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 at o'clock N. Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder this day of , 20 at o'clock .M. and was duly recorded in Cabinet No. Sleeve , as Document No Wright County Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 COUNTRY CLUB MANOR SECOND ADDITION \ A cll A 1 � /x/11 IK ITS)\/ NIS "0" / C� 6.00 FOOT DRAINAGE SAO 0` CAP #7439 SAND UTILITY EASEMENT �� D, ��� 03 BLOCK 5 ° NIS 64,18„E 138-68oo A v �h N79-5 ry to o - ° \ - / 0\ u o Al SO ry J to 6' co � n ���' 1 Oo so o° / u L cn S \ \ DRAINAGE &UTILITY ch m EASEMENT ON 4 0 ALL OF OUTLOT AN CDcl)N tiQ3�s °cOgS 2 U �p °O. 5� C7� 00 O p0. i V \ I V cL sR`5�0 1�, 0 6' O 5 �\ 6" - -s to .00 3 ' �`�50 Op °Sp °p o� 1�• 70 / I I OUTLOT As / / \ b \ I- '00 0p�9 0 h0�� 100 Sp ° 00 O 6, s0 5 �� 6> 3 00 � 5 OO 3p O° °sem s°�I[)lA/ir- s GS �° 2R oso °4`'� 6 1�s > \ / V V i-� I V I\ I V L_ ii Q QuSA° L ./ / \ X 00, gk� 5\ OO '90 o p, 00, C \ 09 5� 1� . S° 09,, 09 �7 \ / I /1 / I t ^^ °SQ�o O�9/ p °o hyo 7 O° 100 w 1 do qs J 0Q' 0 / LI °°O 5"* 2 J O2 57 so l �°' 9 0 3 00 i f O° 5° �� Oo s p° Fti� �'� o � 9 oSo I 3 �`'o �ti ° °9,, op L tiT O �<6'L '> \ IJ �_ ol lo 9•, s o� o, 5 00 0 0- _ GL �o O pT ol, �,°' ��. so 09 / I. A A K I /1 �) I - L _ �� - O o IVI/-�I \4 I \ 7 d 3 4 OO �, J 6 1,1 GL o 5� �<C F O \ < e 'G oS �`' �s '� s� Op, 5 h� Oo 30 0o O� l° sp \ s 0 (51 12 °spo, °00 oo�°�A0 71 SO / / \ <O c> Op, 5 5\ o0 0 00, 115r\ 7� �Nso 2R'°o ��� so 5°� �`� 6) p s �s�so ��,�14 ,tib SQA° �3 O 9,, 00 �y �1L' 0 90 396,c0 tiQ 3�6p °50�\ 8 100 S so �� �\ �s� I A °000 3 hg0� Lp0 s0 0 0 °9 �p 10 • SO 1/2" PIPE / 0' tiQ,° so rya 10 A Oo s��° \ I / -11 11 O O °O 0 D 00 9 0 0 0, 5 � ',I L s 3 �� � 00 21 09� s°s ����,� 3�oso 6 \ �g 10,� O 7° '00 �� 17 00 Sp O X79° \� 00, 5 O5� p0 pso p0, �l r0 -- 9,, 3 5 1 L' 9,, 51 '° �g � I - 21 30 �� sS�° 3., - 6 O 3 O / � s° �On� 1$ 0°O 30 0Su' `�73 100 0 pb ') 'l O O O O �° o Oo so �� �� 6, 1601 1 3 S 3'11* Al 670 6 .4,l�° O h 0.° , 72 O O O O �'p 0 SO4 12,* s7,° 57 ��� 6'0 5°� °heti 19 �n° 50 00, 9 �� 00 00 00- O O C 34' S8 -- 00 50 11 ' SO °9,, i Q� �� 4> p .30 S \ 30 �� ,S .� 20 �, 6' `r0 5� 6'' \ 22 3 °h� • 1 O 50 O p 0 \ 6, o00 MO .� ;' 30 S °19° L= S88°50'52"E 32 p Rb 13 0,0 °S O p� �Ssr° yw �� 44" CAP #15233 3� O° \ X20° OS3� 3039'1jE 13 7.26 2.43 O `�� ° 38, l'G Sp °'`� c0 3p 61'00 BLOCK 2 228.36 7`so °50 1l `S'AS° 3S„ 67 Q N 50 S85°17'53"E ^/ ,° �q, 14,51 3 2 .00 0 o° ^ryN' 00 3p Sp 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 v ETAIL ..B., _ / poi 5 �5v 00 ASO '03 ��� ��7 ry N' k rn 30.50 9% �, 5 Ati' �' S 88 �h � o0 30.50 30.50 30.50 30.50 30.50 30.50 30.50 EE SHEET 1 GL o p`b 6 6 7 \ �� /y� ^ o 0 0 0 0 0 o cv 6> s° 5 �,\ l/ 3 , p0 p8 \� 1 2 ^ N N o0 0 0 0 0 0 0 O 0 0o co °o �3�' 15 y4° °so <,. <C/ �� N M w 3 `� 4 7 r 06 t�/ o �o w 5 QQ w 000 S07° v`1 - 8 ^ �ry 2 � N N o 0 0 0 6 0 0 0 �7 0 0 9 001 °° w S '� 30 S6g S7u' 3p v cv N m � o 0 00 rsS O R� OO SO 2� g„ �12� 50 Cq o d o o 0 0 0 0 0 0 Q�. c'7, Og`9 ^�. 6j <�• ' S7g° 3p'S0 z z o 0 0 0 0 0 0 0 -71Q 03 30 �� 3 00 272 \ 382g.,E _ 30.50 cn u) z co co z co z z , �,� GG6 SO 0 O° OSO 7A R`S R=S22 61.00 L13 30.50 30.50 30.50 30.50 30.50 30.50 30.50 67 S85°17'53"E 61.00 L14 X93 �0p cb°O 7 ^� O `S'S8° iQ� 5261\ ,_ 4=2p° S88°50'52"E 61.00 L15 S88°50'52"E 61.00 L16 4 0 .� O 7 S 4, 37'17,, S88°50'52"E 61.00 `6° ° 4 X26 ^4' o ^� 3pS s0g„ 826) 4>°5 L=188.11 11 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 O� 1 $,� Oo 0 F 67 ��� d, 043 208.25 c'6 " ,S, ,L O OW ^4' ,\`L 00c4 .76," Sj° 5 30 d Sp, 615 d, C6 S °O <<, O S0 S° 43,. 1 `23°5 6Q2� 3050 X00 Al ^V 00 <0666�4 4a486S \4'35,. L=230. o N 4 - 63 �, o �j 3AA3 19 67 O \N \� M 6 - S88°50'52"E 220.47 0 -\ o 0 G) CAP #15233 MEMO 94.07 PARCEL LINE DATA LINE NO. LENGTH BEARING L1 7.49 S41' 00'09"E L2 10.17 S40° 58'52"E �S8305o �� h0 ^��O C9� �o o X71 °1452 E 61 Op d=21° 02 S41' 00'09"E L4 o S41' 00'09"E L5 10.17 �'�� o ��� �- 76, „ 70 �� ZT ��OJ A 60 h �` o Sp 3p 41 L=214. S77°51 01 10.17 171.05 L8 10.17 o ------- 67 p0 �Q r�� 0� 00 ���� Ick o Sp 5g.,E 61. p0 BLOCK 3 S49° 41'27"E 126.13 44.24 44.93 N86°54'46"E 60.00 v �M � ^c o o o3p•50 o 30.5p S84°25'07" E 61.00 S88°50'52"E 61.00 _�co S88°50'52"E 61.00 14.81 rn OUTLOT B ^o ^N• 1 w 0 2 w 0 ^ o 0 N o N 30.50 30.50 0 0 30.50 30.50 30.50 30.50 N25° 15'35"E 23.73 m W N O 3 o 0 o 0 CV c 0 O 0 0 O O 0 O 0 0 O O L21 0 5 O N81' 01'22"W o 30 50 v� o p 4 N w ^ `� 5 L23 25.22 � L24 25.31 6a° D=2 -, a 3psp � 14s o z I w M 6 M p w 0 7 oso w C) �10� S39° 25'30"E L28 \776 3>, "�' 6 10p 30.5p co � M o 0 0 0 0 0 L31 10.17 6'-, 9 30 L22 30' N77° 5p 5j Z o uo � 30.50 z con con z C) C N OUTLOT C °6 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 3 58"W 61. pp L21 30.50 30.50 30.50 30.50 30.50 0 - 6 1 1 N84°25'07"IN 61.00 L20 N88°50'52"W 61.00 L19 N88°50'52"W 61.00 DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C 18 1 384.97 1/2" REBAR / 631.96 "C" N88°50'52"W 1035.79 DETAIL - SEE SHEET 1 PARCEL LINE DATA LINE NO. LENGTH BEARING L1 7.49 S41' 00'09"E L2 10.17 S40° 58'52"E L3 10.17 S41' 00'09"E L4 10.17 S41' 00'09"E L5 10.17 S41' 00'09"E L6 10.16 S41' 00'09"E L7 10.17 S41' 00'09"E L8 10.17 S41' 00'09"E L9 10.41 S35° 16'01"E L10 10.40 S49° 41'27"E L11 44.24 S22° 36' 13"E L12 44.08 N72° 27' 16"E L13 22.54 S80° 37'54"E L14 14.81 N87° 24'26"E L15 10.17 S88° 50'52"E L16 10.17 S88° 50'53"E L17 24.48 N25° 15'35"E L18 23.73 S5° 50'55"W L19 10.17 N88° 50' 52"W L20 14.45 S89° 59'09"W L21 16.45 N81' 01'22"W L22 16.56 N74° 35' 07"W L23 25.22 N7° 07'30"E L24 25.31 N43° 19'01"E L25 16.13 N55° 02' 56"W L26 16.42 N48° 16'52"W L27 14.64 S39° 25'30"E L28 10.17 S41' 00'09"E L29 10.17 S41' 00'09"E L30 10.17 S41' 00' 15"E L31 10.17 S41' 00'09"E L32 10.17 S41' 00'03"E L33 10.17 S41' 00' 15"E L34 23.55 N67° 22'09"E 0 50' 100' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 PARCEL CURVE DATA CURVE NO. ARC LENGTH RADIUS DELTA Cl 301.41 482.77 35°46'18" C2 30.02 482.77 3°33'46" C3 22.53 482.77 2°40'25" C4 30.03 400.67 4°17'39" C5 30.03 400.67 4°17'38" C6 20.53 60.00 19°36'32" 0 50' 100' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 4F-(1ua.� Pla _ NORTHWEST CORNER OF NORTH LINE OF THE NW1/4 COUNTRY CLUB MANOR SECOND ADDITION / SECTION 10, T.121, R.25 OF SECTION 10, TA 21, R.25 _ NORTH QUARTER CORNER / OF SECTION 10, T.121, R.25 -- N89°10'28"W / -�,—_— S89°10'28"E 476.35 2172.74 it r /♦I I I'� �Ir-IA/ Tr-�)L) A /♦r- �L_VV IL_ YV I LI \1 IVI\JI V I IuL_L_L_\J /♦/11 I^ )T�)\/ /�I I Ij1 1 1 I � I ''. 1 v I I I \ C I u\JVI V I I\ I uL_VL-; c I u\JVI \ I_ A 1 1 I/1 ;u♦ /�/'\1 r- /\/11 Imo).^r 1=)/1 A r\ 1 %4 U. ♦iv � \7\JL_I \r\JVI \.:L- I \\J/ -NL / ch \ o� a CD 1 S88°59'40"E 400.00 � � �... — .. — ... — ... ... — ... _ ... — ... . — .. — ... ... ... — ... — ... — . — ... — ... / S88°59'40"E 195.14 ;t w� - - - - - - - - - - - N— r I o I N O � LO � \ - - - - o 0 12.00 FOOT DRAINAGE—r % c " AND UTILITY EASEMENT a� / ♦ z I .,A„ - L ♦ / \ t -N I I K 1 T �) \ / —1 I I �I� DETAIL — rn I 1I � — J I LL_VVf\ �_� ,�• 12.00 FOOT DRAINAGE,�i\ / AND UTILITY EASEMENT I iD r i /� I BLOCK 5 \CONC' I 12.00 FOOT DRAINAGE��/II AND UTILITY EASEMENT ♦ " a LJ I ♦yet `� I I " /\ I I I'�r\ iv 11 L, L��� , ch � t /'\I ITI /:T A / _ C� `rd V V I L _ U I / o \ \ �) /__N \ r< / L J ♦O t l� / � FOOT DRAINAGE \ \ l \ ♦ O AND UTILITY EASEMENT ` ` ♦ ! I �- / 01 \ \\ )\ /� j-, DRAINAGE 81 UTILITY EASEMENT ON 66+ ALL OF OUTLOT A 1 / / 1 -) • j ' %, U � I I I \ h / 7 7 2 '' OUTLOT 3 L' / II I k A A K I/��, o , �o ,' , 0 u \ %` A / — 5 11 X 6 `�'>o' <� ,< / ET A i n I I �� tVAV n \I' LJ I � I ` � C- oo, t— _ VLIQ \ -, ►�-- - --I 1 v '< l I I 11 i LIJ \ 0� I 0� I l�=ll I ;? LIJ —J I LJ/ 1 1Lij , 4(Y -\C� I i l_�i I I rr < r \ 'LA7. O �° 12 �� �,\ w J I SIJ L \°s 7 00, �o� 13 14 , / I \ I / \ I \ 8 °° 1516 10 C;L_v\,I L 1811 0'43 - TI I Cr� IA/r`�19 30 334.g8 y y L_ . I21 20 30 .: , R=271,0513 0 S88°50'52"E 322.431 10 14 m�/ dr \ II \I 94.07 � 42°11,jo. \ \ r3 4 5 6 7 8 9 10 so I DETAIL „B.. - 1516 ,Q�' 1 2 , 99 / x\ , 1718 DRAINAGE 8 UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 N \ \ 19Cn O 21 ILI \ 1�6,>>?O0 1 1 1 DELINEATED WETLAND '2Srr, \ , oma:,0ow 2 3 W LQ OWB 4 5 6 7 8 9 10 W OUTLOT C VICINITY MAP NOT TO SCALE iyT��sT 6�SF 9T6` RQ��Iy SITE. qy 1 C.S.A.H. NO. 39 AIRWAY DR.+`�, hQ� �co 9� J SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN f . DRAINAGE &UTILITY EASEMENT _ _ , DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C I \ 21 ON ALL OF LOT 11 BLOCK 3 631.97 / N88°50'52"W 1035.79 �o - O ' ��a O J `�VnA Irl T 11-) 1 s \ I DETAIL "C"-� _ • %1TTr-L)[)r-r-I<\ K I%A/'I / —..L_ ` ` L_I \ ul \L_L-r \ \ I V V I/ t I// t r \ DETAIL "A" /� v v l T 1 \-/ iw DETAIL "B" DETAIL "C" Ll^TTI l^AIC .IAT TA nnAlr S88°59'40"E 195.14 0.57 / 194.57 ob� 20�y�s�y900 SOL? 01 O°. CM 0 21 o> �o O ' ��a O J `�VnA P�- s \ I A' • 7' a S88°59'40"E 195.14 0.57 / 194.57 ob� 20�y�s�y900 SOL? NOT TO SCALE ,, OG ° ° 11(0 .�� 0.64 18.21 114 N88°50'52 -W 1035.79 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 0 100' 200' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 KNOW ALL PERSONS BY THESE PRESENTS: That the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, fee owners of the following described property: Outlot A, COUNTRY CLUB MANOR according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR SECOND ADDITION and do hereby dedicate to the public for public use the Trail, Drive and Interstate and drainage and utility easements as created by this plat. In witness, whereof, said Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of M' nesot, fee owner, has cause these presents to be signed by its proper officers this1fL day of , 2Q2:9-. Signed: Monticello Economic Development Autho . / jz�utl *,Ie President } E ecuti Director STATE OF MInll65#t)` COUNTY OF Wr jj [± �/ This in trument {was acknowledged before me on this day of ovGln% 20y S WC. *t A5o%1 , President and -'f , Executive Director for the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota.�94zce;;� �y/� signature d' � StCAK ^"' rint �J Q Notary Public, . 7 County, Minnesota I)� My commission expires v�A✓adv 3/i r`� I, Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF IfhNh %UJII- COUNTY OF 00\)0&0.5 4-1 The foregoing Surveyor's Certificate was acknowledged before me on thisJELL day of VICAILt)w ,20,* by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. o Ws" fP1V'♦� signature 'nb-A M.\ Lu \U, print Notary Public, 1y 1dUQ10L County, Minnesota My commission expires _ f 1Jh uu '921 W&L CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this Citof 2 CIQ Chairperson Secreta CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA . Approved by the ity of Monticello, Minnesota t Mayor WRIGHT COUNTY SURVEYOR I hereby certify that in accordance;�1rith Min ota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this i15?day of Deoern6er , 20 ZZ -A;&—� a -00-4 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER Thisii ie aand recommended for approval this & day of (�i dA -3115M 20Z� . f,gWright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 2,012 —3 on the land hereinbefore described have been paid. Also ursuant to innes to St tutee, Section 272.12, there are no delinquent taxes and transfer entered this day, 20�� A IA I h I A V1 Kg6g,., Wright County L d Records Administrator WRIGHT COUNTY RECORDER 1 hereby certify that this instrument was filed in the office of the ounty Recorder for recons on this day of Q C , 20pU ato'clock 4.M. and was duly recorded in Cabinet No. Sleeve .2513 as Document No. 1666 of 16?) Wright Cou Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 01 O°. 21 P�- s A' NOT TO SCALE ,, OG ° ° 11(0 .�� 0.64 18.21 114 N88°50'52 -W 1035.79 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 0 100' 200' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 KNOW ALL PERSONS BY THESE PRESENTS: That the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, fee owners of the following described property: Outlot A, COUNTRY CLUB MANOR according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR SECOND ADDITION and do hereby dedicate to the public for public use the Trail, Drive and Interstate and drainage and utility easements as created by this plat. In witness, whereof, said Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of M' nesot, fee owner, has cause these presents to be signed by its proper officers this1fL day of , 2Q2:9-. Signed: Monticello Economic Development Autho . / jz�utl *,Ie President } E ecuti Director STATE OF MInll65#t)` COUNTY OF Wr jj [± �/ This in trument {was acknowledged before me on this day of ovGln% 20y S WC. *t A5o%1 , President and -'f , Executive Director for the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota.�94zce;;� �y/� signature d' � StCAK ^"' rint �J Q Notary Public, . 7 County, Minnesota I)� My commission expires v�A✓adv 3/i r`� I, Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF IfhNh %UJII- COUNTY OF 00\)0&0.5 4-1 The foregoing Surveyor's Certificate was acknowledged before me on thisJELL day of VICAILt)w ,20,* by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. o Ws" fP1V'♦� signature 'nb-A M.\ Lu \U, print Notary Public, 1y 1dUQ10L County, Minnesota My commission expires _ f 1Jh uu '921 W&L CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this Citof 2 CIQ Chairperson Secreta CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA . Approved by the ity of Monticello, Minnesota t Mayor WRIGHT COUNTY SURVEYOR I hereby certify that in accordance;�1rith Min ota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this i15?day of Deoern6er , 20 ZZ -A;&—� a -00-4 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER Thisii ie aand recommended for approval this & day of (�i dA -3115M 20Z� . f,gWright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 2,012 —3 on the land hereinbefore described have been paid. Also ursuant to innes to St tutee, Section 272.12, there are no delinquent taxes and transfer entered this day, 20�� A IA I h I A V1 Kg6g,., Wright County L d Records Administrator WRIGHT COUNTY RECORDER 1 hereby certify that this instrument was filed in the office of the ounty Recorder for recons on this day of Q C , 20pU ato'clock 4.M. and was duly recorded in Cabinet No. Sleeve .2513 as Document No. 1666 of 16?) Wright Cou Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 an w9mid We COUNTRY CLUB MANOR SECOND ADDITION \ 5� A / / \ /1 1 I %ITS) A \ ~, /A [:)I.(/ f.(/ , \ 6.00 FOOT DRAINAGE //AND UTILITY EASEMENT t BLOCK 5 _�--a°�. Lu12 \ If ° tYAv cly -4 04 , rn uu') DRAINAGE & UTILITY C6 rn G o �a 1� 00 ! / \ / 7 C; L EASEMENT ON 4 o ALL OF OUTLOT A 11 o N % �y 2 1`l'' \<00 00, �n `o d 09LL 0050 5D�y9 All- 0- ll0- \ •oo rya 3 po oos °° \ / � I I I I o as '1`l'' ° I ! I OUTLOT A tiA `�°s° °ygy� 4 ' \ / 1>\\ \ \ ,° I- F. ° 0009O� pyo 6, °o any 5 ,yoo °° °sem s� 1.10 A s0 !A ��. r- A IL)►A/ A/r- 8 Opo y� I I \ V V S 00, Ay 00 d0 °O- 0°O �� \ y S 5 6 110 O_ sc ,y9y� 1`l�p ° 00 s°/�9c ` �''� oo / \/y�800_JJ1 a0 O o 00, ` °O, 01 1O° A `0'0 LJ d 0 •0s0 2 a0 0 ;r°° 61 F�09moi_ mss°yoC1ay��ti' 10`L ' a° '9llto \�L�u0`�os°o, O soyi0'0 o"0,ao00 o� r\, ° yds rL. .3• 0�9, ` 1 / a° y�� 0p �� �.(1 l0 2 s s s°s yae #�� o _ / \ I V I r'� 1 V �/ I \ - I < a� tiA 4 `l' _ l-9 ,411 ° 'b Flo \ /� 'el '00 ° a�y9 11 po 00 00 9y po OS 00 �',� 93 °0 5a�y Av ° 9F v \ c�� `�o y�� AZ l> \ 09 � '76, s° �y� �'° \ tiA�+ s° rya 12� ° y \ <� 5 �ti°° `oso ° ` s�o �?mss °°09 � y�;y^ op `jos °°o .46 4100 13 I I ,00°°y6 ti°p o°s° ,00 s��2s °o �aArt, Soso 110 O, p 7° 0 r� /° \ I / O °0 l \'ayy 7 1�Op 0o`s0 0 \ 00, y�y l 1`L� 00 00, 0 O 0 °°sem o°s oy�� �� po �y so oyo X01 I e) A V. �O 'so 5° ay X 61 \ tiA�° os° .4 16�,�'�°p a$y 9 ti°p oos °° 21 °00 5° �y� po o° a %�� oo \ o� sos y . os° �yoy 10 „� �� a s° o ° o 17 \ I / \ q,° - 9y p° oso 0°0/ \ �Py '��' o l70 90?a so 5° �y�:`° mss, �� 21 ,` sos° �,��� 18 �ti' suos �,,7 'Q`Ao - \ O y p v' O i t� 30 3 3 Q ' o s7 6 4.q -7T1 I -T- -r lA o0 >s / I r� 1 1 \L_L- I � so y9y� 12 ��o � �6, s° � op a0s0 c o 43 Y V \ 00, 5p ya`'° �p0 '?os 000 00 0° 19 8 0 33q S8co !y 0 0 �� 0S .10 20 ^ 3p S ` doh 6 °s0 y'` 6, � ?� a0 °�` � ti \ 1 t 9 O 6j s h 41 �/ 30 Qr� ° Lj ` 00 �ayy 13 ��� 0oso O \ �'`' O .0 � ^���y� / S7 °9 3j44" L=137. S88°50'52"E 322.43 110*,?(9 S`�2 "'O 50 "� '`� i 5 39'17"E 26 Ts �y� 00 Sy \ 3e2y s SO a Q ry 30 5p 61.00 BLOCK 2 228.36 '� 94.07 i / ^ �'s7 ° y S° S+ 7 ^ / S85°17'53" ^/ \ / ,o 14 ya ao �� 4 ` ` 00 0 oo ryN 3p 50 E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 v ` DETAIL "B" - °09yah 00 so 00F \?�6 `768 �ti O yN rn o 0 30.50 30.50 30.50 30.50 30.50 30.50 30.50 30.50 \ jam/ SEE SHEET 1 !y Oso �� 6, 61 " 7 �� ti W ^ c' 0 0 0 0 0 0 Jcl)^ ^ N N N N h� °° °6+ \� Al ^ Q 1 3 2 ^ N N O O O O O O O 0 0 O N 15 °° oso \ �``�30 \ ��°" ry a o W 3 3 4 W 5 n 6 "C\i C\i^ x``20° \8 2eN N N o °p co co co 7 p w w w \ - u' y .��L 7S s of ,� o 0 0 0 00 8 co °O 9 10 in 7 O 'b SO 6• 7, p v N N rn rn rn rn o o c N 1 �ASo `s° - 0 16 op SO 4?F 36+ \ / L12� 30. Sp CO t� a 0 0 0 0 0 0 0 o c> �, `" R y .� rV 670° <.?7? S75°3826 E 30.Sp z30.50 Z voi ai z cn coi Cl z Z �6 oso �� p0 OS0 71 Rc\ / R=S2 61.00 L13 30.50 30.50 30.50 30.50 30.50 30.50 30.50 BOO 0 17 1ti SS6° R` `52.6)\ 267 4,20° S85°1T53"E 61.00 L14 S88°50'52"E 61.00 15 188°50'52"E 61.00 L16 S88°50'52"E 61.00 0 `� 1 -?o 76, SB2,6) a�4,>°S0\•� 37 '17" L=188.11 11 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11 BLOCK 2 "oS °o°' 18� o0 0 F67 \`�a do q3" 208.25 '8, ti o ,�� IV o0 / q>° C --46Z51\ \ 76, S7° o`� .�i o 3�S d.s, 50 4?+ 4= S6s► 3 41 h0 0 0 �. 59 La \� �23°54'35" Iry 2 6 OSo 5 1 19 ,\ti o0 9p 4 q+ 496.56 _ 30.63 I r� sr700��y h 20 ^ti \�'I N S88°50'52"E 220.47 a S N 30 So �"� ^��h0 NIP' IP �� JO'`0 �5p1g5?+S 6'00 4=21°0241" I c� \ 60q 30So mho ?���0 c4 3050 S77°5158+ L=214.01 171.05 6700 o � O h c IcIv N o 30.5 E 61.Op S84° BLOCK 3 126.13 0 44.9: I N o0 0 30.5p 25'07"E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00-' h 1 A ^ N o0 30.50 \ OUTLOT B `v °� 0 2 N o O 30.50 30.50 30.50 30.50 30.50 °° ^� h `t W '^ N o 0 0 0 0 0 Vh = h ON 3 S ^ n n N N fV O O O 30 Sp m o 0 4 w 3 ^ � n ,N. rn a H� 30 5 i 5 M 6� 3 w G �'1gS2 ° 2 N 9 `� h o 7 0 8 0 0 9 010 0 a� b� rn \ `7? �``,9 CD p 61.00 30 5p y o `°�' 0 0 0 0 0 a o X22 30.5 Z O 0 c Eq \ N77° 0 co 0) z voi ai z 0 CD 6, l`O DRAINAGE &UTILITY EASEMENT 515g"11r CO co 61.0p L21 30.50 30.50 30.50 30.50 30.50 30.50 c 8?� 8.21 ON ALL OF LOT 11, BLOCK 3 11 N84°25'07"W 61,00 L20 N88°50'52"W 61.00 19 N88 -50152-W 61.00 384.97 / DETAIL "C" N88°50'52"W 1035.79 � -- \ SEE SHEET 1 2 a No .w o c° o co It � •p J 0 r` N86°54'46"E 60.00 v o to m 1y 00 019 60 OUTLOT C DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C 631.97 i PARCEL LINE DATA LINE NO. LENGTH BEARING L1 7.49 S41 ° 00' 09"E L2 10.17 S40' 58' 52"E L3 10.17 S41 ° 00' 09"E L4 10.17 S41' 00'09"E L5 10.17 S41 ° 00' 09"E L6 10.17 S41 ° 00' 09"E L7 10.17 S41 ° 00' 09"E L8 10.17 S41 ° 00' 09"E L9 10.41 S35° 16'01"E 1-10 10.40 S49° 41'27"E 1-11 44.24 S22° 36'13"E L12 44.08 N72° 28' 16"E L13 22.54 S80° 37'54"E L14 14.81 N87° 24'26"E L15 10.17 S88° 50' 52"E L16 10.17 S88° 50'52"E L17 24.48 N25° 15'35"E L18 23.73 S5° 50'55'W L19 10.17 N88° 50'52'W L20 14.45 S89° 59'09'W L21 16.45 N81* 01'22'W L22 16.56 N74° 35'07'W L23 25.22 N7° 07'30"E L24 25.31 N43° 19'01"E L25 16.13 N55° 02'56'W L26 16.42 N48° 16'52'W L27 14.64 S39° 25'30"E L28 10.17 S41 ° 00'09"E L29 10.17 S41 ° 00' 09"E L30 10.17 S41 ° 00' 15"E L31 10.17 S41 ° 00' 09"E L32 10.17 S41 ° 00' 03"E L33 10.17 S41 ° 00' 15"E L34 24.79 rN31 ° 34' 36"W 0 50' 100' 1 INCH = 50 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT 0 = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 PARCEL CURVE DATA CURVE NO. ARC LENGTH RADIUS I DELTA C1 301.41 482.77 35°46'18" C2 :3 482.77 3°33'46" C3 22.53 482.77 2°40'25" C4 30.03 400.67 4°17'38" C5 30.03 400.67 4°17'38" C6 20.53 60.00 19°36'32" 0 50' 100' 1 INCH = 50 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT 0 = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 COUNTRY CLUB MANOR THIRD ADDITION _ NORTHWEST CORNER OF NORTH LINE OF THE NW1/4 / SECTION 10, T.121, R.25 OF SECTION 10, T.121, R.25 — , S89°10'28"E _ NORTH QUARTER CORNER 86.84 OF SECTION 10, T.121, R.25 -- N89'1 0'28"W \ / v 2562.25 IVI\JI V I /\�I T I I I /Ir_—A/ -7- F— A /\r_— uL_U V IL_ VV I i I I I I /I /\It \ I - - _ 1 60 I 60 I I s i I \ nc I LIJ II \ — — — — -- — I uUIJ1 \4 1 i \1/------�\\1 1K IT[)\/ ------- I ----- ------ L-L_\J r'\LO . u= \L_vL, _ J 11 I I I------- LIJ------------ — — — — — — — — — — — _ — J — — — — — — (A ; ; I I \ �I r\/`I %� \JL_vL� I LIJ / \ d `r Aman I LA �Jn\ \ �� \�\ i�� .1 I 00 — "- ���� � DRAINAGE & UTILITY ) EASEMENT ON CALL OF OUTLOT A K A A K 1nC) \ 2 v /< I V I /—\ I V U I \ \ 3 \ \ / OUTLOT \ I A 1\ I/ -\L) - --------I I \ �� A // \ r A ILIA/ A \/ r'\[)I� /r— / 6 \ , — , / L" / i /—\ I I \ V V /—\ I LJ I \1 V L_ / 1 60/ \ 67 <� / , 1 6a \ I ��I \ LIJ I \ / /\ 1 9 8\ 1 1 I I I `� , Lu' \ `�`� �� � � ,5 \\ 2 g \ /%��\ / J I LI O \�'� </) O �/ , / -7 �, I Ll J J r------- 10 ------� 61�\ 4 / \</T1 <\\�'Li 1 1 -' (Y` I ( L 1 6 13 „ \ L \ , 7 \ 9 / <°\ 14 8 15 110 <\, sk \\ 10 �0. /171 �,� - -�/ 19 \s` I r� �; I I \L_L_ I VV I 13� \ \ 20 /�� S88°50'52"E 322.43 , R=271,05 \ I \ I 4"94.07/ , , 14 3 B O K 215 79 , \ I I I 16 3 4 11 - 5 6 117 8 119 10 I , s° I X / 17 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 cV� 19 /� ,- sso I e ov A \ 20 �� ui L� 49, I \\ 21 ��JwO r _ 11 T \ DELINEATED WETLAND HA2 I \ �� ° 1 2 ��3 --�--� ,tel\ '� 1 ��J 4 15 6 11 I I I O 7 $ I Ig 101 A r\r\1T1r-\K I 1 V OUTLOT C /—\LI/L/I I 1\J1 V L VICINITY MAP NOT TO SCALE T 9Q q y C.S.A.H. NO. 39 FAIRWAY DR. SITE — �V �a a J r,.K SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN — J , DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C \\ DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 31 631.97 � I / \ N88°50'52"W 1035.15 My commission expires CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this day of I\JI V IBJ I IL I r- \ \ /j1TTr—< r.I\A11 i n `r—;`�_ ^r—,I i n L_I \ \�I \L_L_C \ I v vv li \ Approved by the City of Monticello, Minnesota this day of 20 4-1 1 \\7 1 r� Mayor City Clerk WRIGHT COUNTY SURVEYOR A r1f11-71/11\ I I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 /—\LVLJ1 I I\JI v Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER ALL DRAINAGE AND UTILITY EASEMENTS CONTAINED WITHIN OUTLOTS A, OUTLOT B, OUTLOT C, LOT 21 OF BLOCK 1, LOT 11 OF BLOCK 2, LOT 11 OF BLOCK 3 AND LOT 21 OF BLOCK 4, COUNTRY CLUB MANOR SECOND ADDITION HAVE BEEN VACATED PER DOC. NO. BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 0 100' 200' 1 INCH = 100 FEET SCALE IN FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 KNOW ALL PERSONS BY THESE PRESENTS: That CHC Monticello Townhomes LLC, a Minnesota limited liability company, owners of the following described property: Outlots A, Outlot B, Outlot C, Lots 1-21 of Block 1, Lots 1-11 of Block 2, Lots 1-11 of Block 3 and Lots 1-21 of Block 4, COUNTRY CLUB MANOR SECOND ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR THIRD ADDITION and do hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness, whereof, said CHC Monticello Townhomes LLC, a Minnesota limited liability company, has cause these presents to be signed by its proper officers this day of 120 Signed: CHC Monticello Townhomes LLC Wesley J. Butler, Executive Director STATE OF COUNTY OF This instrument was acknowledged before me on this day of 20 by Wesley J. Butler, Executive Director, CHC Monticello Townhomes LLC, a Minnesota limited liability company. signature print Notary Public, County, Minnesota My commission expires I, Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me on this day of ,20 by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. signature print DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 Notary Public, County, Minnesota My commission expires CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this day of 20 r- \ Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA \ Approved by the City of Monticello, Minnesota this day of 20 4-1 Mayor City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was reviewed and recommended for approval this day of —20 Wright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no — _ delinquent taxes and transfer entered this day of 20 Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at o'clock .M. and was duly recorded in Cabinet No. , Sleeve as Document No. Wright County Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT A COUNTRY CLUB MANOR THIRD ADDITION 1 I ITS) u`JIJI V I I \ I * 1K ITS)\/ A L)I / I / / IS N �Cb 16 00 .00 o CI? M -_j Ncb�o�// v °��°IIS LO O \ / LID \ \ I I °°hg/ ��/ �� 6'' ' 9�6°° ° °° N 00 o I I I Coe OUTLOT A � F�� ?° °hg�A 4 /, /` 0�, a Q,o ° goy `r o,�j / o0 00 °po L' O UL_IJL� `r�' �I \ // / F- A 1[:)\A/ A/r- 60� 020 ��. 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CO/ z o of to 0 0l to `� �I I� o iv of M 2 I �0 °O `�27 °0 N7 32.00 I co I I z cn v) z o Z o o ° ^ r- r1 z ._:L_\�\JI \4 LJ \ � 70 � / � ?0 �Sz), C 5°3g2s" J _ _ L 32.0o I I �' I I 0 � I o /L 3�6 3?p0 �/ /o^� 17 �o� °� SS8 B OC/� w 6400 L13 32.00 _I L 32.00 - 32.00 L 32.00�32.0�0-J L_ 3200. 32.00 -I \ sr°p ✓ /��� i /' �� / /`320 7s°gF R�•S82 Ra522 6j L�� / NNI N85°17'53"W 64.00 L14 N88°50'52"W 64.00 N88°50'52"W 64.00 L15 N88°50'52"W 64.00 L16 18,�,/ /o °. 64 6� a=2o°37 c 7 3 °0 ��D i Q�4>° 17„ L=188 11 I I DRAINAGE &UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 G1 Al 0 00 4115.SS° 0'43„ N88°50'52"W 208.25 S ,q Cb oo/ 6 4� 4 0 7(91 1966 PARCEL LINE DATA LINE NO. LENGTH BEARING L1 37.45 S17° 16'35"E L2 7.17 S41' 00'09"E L3 7.17 S41 ° 00' 09"E L4 7.17 S41' 00'09"E L5 7.17 S41 ° 00' 09"E L6 7.17 S41 ° 00' 09"E L7 7.17 S41' 00'09"E L8 7.17 S41 ° 00' 09"E L9 12.00 S36° 15'36"E L10 20.32 S49° 29'00"E L11 40.65 S27° 10'51"E L12 40.42 N77° 01' 14"E L13 20.36 S80° 41' 11 "E L14 12.11 N86° 10'33"E L15 7.17 S88° 50' 52"E L16 7.17 S88° 50'52"E L17 20.35 S23° 04'42"E L18 18.94 N2° 29'34"E L19 7.17 N88° 50'52"W L20 12.02 S89° 18'06"W L21 14.29 N80° 56' 25"W L22 14.41 N74° 35'15"W L23 20.30 N8° 35' 11"E L24 20.39 S41' 51'06"W L25 13.94 N55° 02' 23"W L26 14.27 N48° 13'32"W L27 12.20 N38° 40' 24"W L28 7.17 N41 ° 00' 09"W L29 7.17 N41 ° 00' 09"W L30 7.17 N41' 00'17"W L31 7.17 N41 ° 00' 09"W L32 7.17 N41' 00'01"W L33 7.17 N41' 00'17"W L34rl9.84lN31' 37'44"E PARCEL CURVE DATA CURVE NO. ARC LENGTH RADIUS DELTA C1 20.53 60.00 019°36'32" Q 77 h�O OCO qtJ �� 14 52 E o 3 S 2°0 �u P� / C9� O O 3200 64.00 4,21°0 �J '6 .3 orb ��tv�0 l0 3200 S77°52,52,E 64 L=214.01 N88°50'52"W 171.05 1:0 <y/ -�4'� ?00 �/ ��' o��C`` 0 /CO � % °p BLOCK 3 o /� 32.0p S84°25'07"E 126.13 co 44.92 C1. �) 64 ��� h /� �e o / / 32.00 64.00 S88°50'52"E 64.00 S88°50'52"E 64.00 7 °`� O- 00 Q �� o err/ o r 32.00 32.00 ti OUTLOT B 0 /0 1 CO 2 -S' /� o/ o 32.00 32.00 r 32.00 32.00 I ii o A r\r\ITIr-\K I � / v o to � o' /-\ LI/ I I`JI V /2 I o �/ o o of to 0 0l 1 O �� �/ I'll/ 0 3 I� o 0 0 0 0 o I o0 = N 00 co co co 00 co co m 3200 co /^ ., o r I� 5 M 6 7 8 �1 IW n \ pQ7° N71°1 32°0 /Z Im ah ``)I Io -� oI Io `� 010 oI 0=26 ,6 452„w Cn 0 U) , � I t o / o :: o o o iv o f ib \ / I I� < �I 6,00 L22 32.00 32.00 -/ cf)�I Iz co co Iz �1 � OUTLOT C °8 18 21 L, L _ �J �. r \ N71 '52„ 32.00 32.00 --I L J L J W 4, 32.00 - 32.00 32.00 32.00 co DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C / �\ ?6'�p 1 DRAINAGE & UTILITY EASEMENT 11 6 00 L21 ° 00 L20 64 N84- ON .Ngg50'52"W 64.00 L1 ON ALL OF LOT 11, BLOCK 3 ; ; 384 97 N88°50'52"W 64 00 0 50' 100' 1 INCH = 50 FEET SCALE IN FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 631.97 DESIGN TREE ENGINEERING N88°50'52"W 1035.15 AND LAND SURVEYING SHEET 2 OF 2 From: Hayden Stensgard <Hayden.Stensgard@ci.monticello.mn.us> Sent: Thursday, June 8, 2023 4:02 PM To: Angela Schumann <Angela.Schumann@ci.monticello.mn.us>; Ryan Melhouse <ryan.melhouse@ci.monticello.mn.us> Subject: FW: Monticello I Vacation of Drainage and Utility Easements I Country Club Manor 2nd Addition Forwarding along the below email. Hayden Stensgard Community & Economic Development Coordinator City of Monticello, MN Direct: 763-271-3206 CITY O A Montii6' e qlmam Email correspondence to and from the City of Monticello government offices is subject to the Minnesota Government Data Practices Act and may be disclosed to third parties. From: Klein, Joseph N <ioseph.n.klein@xcelenergy.com> Sent: Thursday, June 8, 2023 4:01 PM To: Hayden Stensgard <Hayden.Stensgard@ci.monticello.mn.us>; Jennifer Schreiber <Jennifer.Schreiber@ci.monticello.mn.us> Cc: Pratt, Michael C<Michael.C.Pratt@xcelenergy.com> Subject: FW: Monticello I Vacation of Drainage and Utility Easements I Country Club Manor 2nd Addition IYou don't often get email from loseph.n.klein@xcelenergy.com. Learn why this is important Hayden, Xcel Energy has underground conductor and a pad -mounted transformer within the proposed easement vacation area. The property owner is responsible for any removal or relocation cost if required or requested. Joseph N. Klein Jr. Xcel Energy Manager, Distribution Design 3515 3rd Street North St. Cloud, MN 56303 P: 320.656.2402 C: 320.980.0954 E: joseph.n.klein(a�xcelenergy.com XCELENERGY.COM Please consider the environment before printing this email. 2771480 l 7 P2 1 1 From: Hayden Stensgard <Hayden.Stensgard@ci.monticello.mn.us> Sent: Thursday, June 8, 2023 8:18 AM To: mike.drummer@tdsmetro.com; chris.moran@charter.com; chris.bechtold@arvig.com; nathaniel.nazareno@centerpointenergy.com; Pratt, Michael C<Michael.C.Pratt@xcelenergy.com> Cc: Angela Schumann <Angela.Schumann@ci.monticello.mn.us>; Jennifer Schreiber <Jennifer.Schreiber@ci.monticello.mn.us> Subject: Monticello City Council Notice of Public Hearing June 26, 2023 1 Vacation of Drainage and Utility Easements I Country Club Manor 2nd Addition Good morning, Please find the attached public hearing notice for vacation of drainage and utility easements for property within the Country Club Manor 2 Addition plat. Let us know if there are any questions. Thank you, Hayden Stensgard Community & Economic Development Coordinator City of Monticello, MN Direct: 763-271-3206 COUNTY ROAD 39 - - - - ` - -' •?s4 25 RM 39 Ns UNTY ROA P ,X051 F01250, F05 ar y,® 2 ,2 • a1 9 >X 7 40T u - J%25T ()66 027 L�az Q 'k W4 25Cj LL d � - t •'° Sao, r 15B .T05 •g g ..r 3 s ? nR 9 T07 F 4 2 m..T 2771480 l 7 P2 1 1 From: Hayden Stensgard <Hayden.Stensgard@ci.monticello.mn.us> Sent: Thursday, June 8, 2023 8:18 AM To: mike.drummer@tdsmetro.com; chris.moran@charter.com; chris.bechtold@arvig.com; nathaniel.nazareno@centerpointenergy.com; Pratt, Michael C<Michael.C.Pratt@xcelenergy.com> Cc: Angela Schumann <Angela.Schumann@ci.monticello.mn.us>; Jennifer Schreiber <Jennifer.Schreiber@ci.monticello.mn.us> Subject: Monticello City Council Notice of Public Hearing June 26, 2023 1 Vacation of Drainage and Utility Easements I Country Club Manor 2nd Addition Good morning, Please find the attached public hearing notice for vacation of drainage and utility easements for property within the Country Club Manor 2 Addition plat. Let us know if there are any questions. Thank you, Hayden Stensgard Community & Economic Development Coordinator City of Monticello, MN Direct: 763-271-3206 CIOF Montii' eflo Email correspondence to and from the City of Monticello government offices is subject to the Minnesota Government Data Practices Act and may be disclosed to third parties. City Council Agenda: 6/26/2023 4A. Consideration of approving plans, specifications, and authorization of the advertisement of bids for the Downtown Roadway & Pedestrian Improvements Project Prepared by: Meeting Date: ❑ Consent Agenda Item PW Director/City Engineer 6/26/2023 ® Regular Agenda Item Reviewed by: Approved by: City Administrator, Finance Director, City Clerk Community Development Director, Park & Rec Director /_T41111 I IQ L11:410111*11LSD: Motion to approve plans and specifications and authorize advertisement of bids for the Downtown Roadway and Pedestrian Improvements Project. PREVIOUS COUNCIL ACTION June 13, 2022: Authorized Bolton and Menk, Inc. to provide engineering services for the Downtown Roadway and Pedestrian improvement project for a total cost of $241,250. September 26, 2022: Amended the original contract to include additional engineering services for a cost of $15,800. November 14, 2022: Authorized the preparation of a feasibility study and amend the original engineering contract for additional Broadway Street improvements at a total cost of $459,327. April 24, 2023: Accepted the feasibility report and set a public hearing for May 22, 2023, for the Downtown Roadway & Pedestrian Improvements Project. May 22, 2023: Ordered improvements for the Downtown Roadway and Pedestrian Improvements Project. REFERENCE AND BACKGROUND Revitalizing Downtown Monticello has been a primary focus of the City Council and Economic Development Authority for nearly a decade. Our community is fortunate to have a historic downtown area that includes civic spaces, commerce, recreation, and the river. As a result, efforts have been made to support existing downtown amenities, facilitate reinvestment, and City Council Agenda: 6/26/2023 strategically plan for how to best utilize current and future downtown assets. With a substantial private redevelopment project occurring on one of the most prominent downtown blocks, the City initiated complementary public improvements on adjacent roadways as envisioned in the Monticello 2040 Vision + Plan and corresponding Downtown Small Area Plan. In addition, in 2022 the project scope expanded to include Wright County's planned Pavement Preservation Project on Broadway to ensure a unified approach to the area. Following the vision and goals as outlined in the adopted planning documents, the Downtown Roadway & Pedestrian Improvements Project includes improvements to River Street between Pine Street and Locust Street, Walnut Street between River Street and Broadway Street, and Broadway Street between Pine Street and 500' east of Jerry Liefert Drive. The project incorporates infrastructure as well as streetscape components. The improvements along River Street and Walnut Street include several pedestrian safety enhancements, including the addition and widening of sidewalks, traffic calming measures, flashing pedestrian signals, wayfinding signage and lighting improvements. Parking enhancements and underground placement of utility lines are also components of the project. The reconnection of Walnut Street to River Street and the widening of the turning radius at the northwest corner of Broadway and Pine Streets are proposed to improve vehicular travel in this area of downtown and enhance pedestrian connectivity to the river. Broadway Street will be fully reconstructed between Pine Street and Locust Street, and Walnut Street will be reconstructed between Broadway Street and River Street. In conjunction with these reconstructions, it is proposed that the clay sanitary sewer main lines and private sewer laterals would be replaced up to the property lines. This will prevent future costly repairs of these lines that result in landscaping and pavement removal and replacement. This project also includes the construction of a public parking lot on a portion of the following properties: 225 West Broadway, 213 West Broadway, 207 West Broadway, and 113 Walnut Street. These properties have agreed to a public cross -parking agreement. Significant enhancements to the streetscape along the project corridors, as well as lighting, sidewalk and parking improvements are planned to be incorporated into this project, including: • Replacing some street lighting on Broadway between Pine Street and Linn Street. Lighting will include pedestrian and roadway lighting with a combination of banner, flagpole, holiday lighting and/or hanging basket holders. • Adding catenary lights hung across Walnut Street between River Street and Broadway Street. Street tree lighting along Broadway Street east of Locust Street. City Council Agenda: 6/26/2023 • Incorporating perennial planting beds throughout the project area as well as adding street tree installations throughout the project area excluding the center medians between Locust Street and Pine Street on Broadway Street. • Installing irrigation system and accommodations for planter pots in the center medians between Pine Street and Locust Street on Broadway. • Landscaping blocks throughout the project area for seating and visual interest. • Constructing a Pine Street plaza at the southwest quadrant of Pine Street and Broadway Street. • Landscaping in connection with a pedestrian pathway just east of 149 West Broadway connecting to public parking lot. • Adding a Walnut Street parklet at the SE quadrant of Walnut Street and River Street. • Adding parking along River Street. • Adding sidewalk to both sides of River Street between Pine Street and Locust Street. • Constructing West Bridge Park edge enhancements, including accessible entrance points along River Street and Walnut Street. Since the 60% design plan review, staff have worked with the consultant team to reduce project costs without compromising the effort to enhance the downtown area for the community. Cost reduction efforts included removal of certain project elements as well as a proposed phased approach to streetscape finishes as funding allows. The following items were removed from the project: • The kiosk sign in Block 52 lot near the sidewalk just west of the new building being constructed. Two kiosk signs remain within the project at more visible locations. Other signage, including public parking signs, remains in the project as well. • The rectangular rapid -flashing beacon at Broadway and Maple Street. All other pedestrian RFB's remain in the project. • The sidewalk section on West Broadway between Chestnut Street and Otter Creek Road. The following items were adjusted in the project scope: • Streetscape furniture, including tables and chairs, swings, vine trellis, and counters were removed. These items are planned to be phased in by the City in future budget years. • Medians west of Locust Street on Broadway planted in turf grass with street trees City Council Agenda: 6/26/2023 instead of concrete and perennial plantings. • Pedestrian lights on Broadway to be reused for Walnut and Broadway Streets. • Reduce the number of tree light outlets to every other tree on Walnut Street. The following items will be included as bid alternates for the project: • Walnut Street surfacing to be asphalt between Broadway and River Street with concrete surfacing included as an alternate. • Tree guards. Budget Impact: The estimated cost of the project is estimated at $12.2 million. Approximately $3.1 million is expected to be paid by Wright County for Broadway Street pavement improvements, and funding from a Transportation Economic Development (TED) grant from the state is expected to pay for $382,440 of the project costs. The remaining City portion will be funded from several sources, including the Water and Sewer funds, Capital Project Fund, DMV and Liquor funds. A comprehensive breakdown of the costs to each fund is also included as supporting data. II. Staff Workload Impact: Significant staff time has been invested in the development of the project. Once complete, the changes will result in increased workload for landscape, lighting, and snow removal maintenance items. III. Comprehensive Plan Impact: The proposed improvements are in direct support of the goals of the larger Monticello 2040 Plan Vision for a vibrant downtown, and the Monticello Downtown Small Area Plan. The proposed project components directly support each of the Downtown Small Area Plan's four goals: a. Become a River town: The project reconnects Walnut Street to River Street, providing a link from the balance of the downtown to the riverfront. Further supporting this action is the City's adoption of the Walnut Corridor Plan, which provides a framework for design and improvements in the corridor. b. Encourage small and medium scaled investments: Although the scope of the overall project is significant, it includes a number of small and medium scaled investments which individually enhance the overall improvement, specifically including the attention to streetscape elements. c. Improve Pine Street for all users: Both vehicular and pedestrian improvements are proposed to benefit circulation along the Pine Street corridor and create an attractive and usable visual entrance to the west Broadway corridor from Pine Street. City Council Agenda: 6/26/2023 d. Shift the center of Downtown to Walnut & Broadway: This project builds on previous enhancements to the intersection with the widening of sidewalks, additional pedestrian safety enhancements and streetscape treatments. In addition to direct alignment with the Downtown Plan, the overall project meets the following Monticello 2040 policy statements: Policy 3.3: Connectivity to and from Centers "Strengthen the connections between the City's commercial centers and the neighborhoods, parks and schools around them through physical improvements, safe trail connections, and coordinated land use and transportation planning" and complete streets which "create safe and comfortable transportation facilities for all users." STAFF RECOMMENDED ACTION City staff recommends approval of the plans and specs and authorization to bid. The plans presented prioritize improvements which support the community's goals for downtown, as well as pedestrian and vehicle safety and circulation. The final plans remove, or present as alternates, design items without compromise to the overall feel of the project. Finally, the plans accommodate the ability to phase in amenities that will further enhance the project and Monticello's downtown experience. SUPPORTING DATA A. Final Plans B. Financing Table C. Excerpts, Downtown Small Area Plan \/Ir"INIITV AAAn TYPICAL PLAN SCALE UNLESS OTHERWISE NOTED: 0 25 50 0 HORIZONTAL SCALE INDEXMAP SCALE FEET SCALE 0 5 10 VERTICAL SCALE SCALE FEET FEET MINN. PROD. NO. STATE FUNDS ---GOVERNING SPECIFICATIONS --- THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION" AND THE "SUPPLEMENTAL SPECIFICATIONS" DATED SEPTEMBER 2022 SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, THE LATEST "FIELD MANUAL" FOR TEMPORARY TRAFFIC CONTROL DEVICES. SHEET ID MINNESOTA DEPARTMENT OF TRANSPORTATION AGREEMENT NO. 1052577 REMOVAL PLAN CITY OF MONTICELLO CITY OF MONTICELLO G0.02 LEGEND SP 8605-59 (TH25=25) FUNDS GENERAL NOTES WRIGHTSTATE COUNTY, MINNESOTA DISTRICT 3 (BAXTER) C5.01 - C5.04 STORM SEWER PLAN & PROFILE C6.01 - C6.21 COUNTY STATE AID HIGHWAY 75, WALNUT STREET, RIVER STREET 06.22 - C6.29 GRADING, CONCRETE AND BITUMINOUS PAVING, SANITARY SEWER, WATERMAIN, 06.30 - C6.44 CONSTRUCTION PLAN FOR: MODULAR BLOCK WALLS, ADA IMPROVEMENTS, AND LIGHTING C7.01 - C7.08 SP 8605-59 LOCATED ON TH 25 AT CSAH 75 (GEOGRAPHICAL DESCRIPTION) C7.09 - C7.23 LOCATED ON: CSAH 75 FROM 430' EAST OF JERRY LIEFERT DR. TO TH 25 (PINE ST.) C7.24 - C7.30 RIVER ST. FROM LOCUST ST. TO TH 25 (PINE ST.) C7.31- C7.50 WALNUT ST. FROM CSAH 75 (BROADWAY ST.) TO FRONT ST. C7.51 - C7.56 CP 086-075-232 C9.01- C9.12 SP 8605-59 (CSAH 75) GROSSLENGTH 52.00 FEET 0.001 MILES BRIDGE LENGTH FEET MILES EXCEPTION LENGTH FEET MILES NETLENGTH 52.00 FEET 0.001 MILES \/Ir"INIITV AAAn TYPICAL PLAN SCALE UNLESS OTHERWISE NOTED: 0 25 50 0 HORIZONTAL SCALE INDEXMAP SCALE FEET SCALE 0 5 10 VERTICAL SCALE SCALE FEET FEET MINN. PROD. NO. STATE FUNDS ---GOVERNING SPECIFICATIONS --- THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION" AND THE "SUPPLEMENTAL SPECIFICATIONS" DATED SEPTEMBER 2022 SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, THE LATEST "FIELD MANUAL" FOR TEMPORARY TRAFFIC CONTROL DEVICES. SHEET ID SHEET TITLE GENERAL REMOVAL PLAN G0.01 TITLE SHEET G0.02 LEGEND G0.03 GENERAL NOTES G1.01 - G1.04 STATEMENT OF ESTIMATED QUANTITIES CIVIL 00.01- C0.07 REMOVAL PLAN C1.01- C1.21 TYPICAL SECTIONS, DETAILS, & STANDARD PLANS C2.01 -C2.12 STORMWATER POLLUTION PREVENTION PLAN C3.01 - C3.06 GRADING PLAN C4.01 - C4.07 SANITARY SEWER & WATERMAIN PLAN & PROFILE C5.01 - C5.04 STORM SEWER PLAN & PROFILE C6.01 - C6.21 STREET PLAN & PROFILE 06.22 - C6.29 INTERSECTION DETAILS 06.30 - C6.44 PEDESTRIAN RAMP DETAILS C7.01 - C7.08 TRAFFIC CONTROL PLAN C7.09 - C7.23 STREET SIGNAGE PLAN C7.24 - C7.30 PEDESTRIAN CROSSING PLAN C7.31- C7.50 SIGNAL PLANS C7.51 - C7.56 INTERCONNECT PLAN C9.01- C9.12 CROSS SECTIONS STREETSCAPE L1.01 -L1.16 STREETSCAPE PLANS L2.01 - L2.13 PLANTING PLANS L3.01 - L3.15 STREETSCAPE DETAILS IRRIGATION 11.01-11.11 IRRIGATION PLANS 11.12 -11.13 IRRIGATION DETAILS ELECTRICAL E1.01 - E1.13 ELECTRICAL PLANS E1.14 - E1.31 ELECTRICAL DETAILS This plan contains 263 total sheets -got Use for Justin f. Kannas, Engineer, P.E. L,hereby certify that this plan I as rnRpr} ra ryrpy direct supervision, and I a my Licensed ProfessiojW n d =W31the State of Minnesota Date PROJECT LOCATION Date Recommended for Approval: City of Monticello Engineer PROJECT LOCATION: TOWNSHIP -T121N RANGE - R25W SECTION - 11 Date CITY: MONTICELLO Recommended for Approval: Wright County Engineer COUNTY: WRIGHT DISTRICT: 3 Date ED Office of Land Management Approval: Director, Land Management 3 RECORD DRAWING The subsurface utility information in this plan is utility quality level D. This utility quality # BM=931.70 PROJECT DATUM: NFORMATION Date level was determined according to the guidelines of CI/ASCE 38-22, entitled, "Standard HYDRANT NE QUAD HORIZONTAL: WRIGHT COUNTY COORDINATES " R: Approved: State Design Engineer E' Guidelines for Investigating and Documenting Existing Utilities". This must be included in LINN STREET & WEST (NAD83, 1986 ADJUSTMENT) a the plan whether utilities are affected or not. BROADWAY STREET c. js VERTICAL: NAVD88 BOLTON 2040 HIGHWAY12EAST ��ro MONTICELLO, MINNESOTA SP 8605-59 (TH 25 25) SHEET CITY CGF WILLMAR, MINNESOTA 56201 ■ a Phone: (320) 231-3956 IZ",o j�j C' D- DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT -W & M E N K Email: Willmar@bolton-menk.com iti►�L� acxecKeoGO,O� www.bolton-menk.comicrvrvxoi. rvo. TITLE SHEET EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS EXISTING PRIVATE UTILITY LINES L ACCESS GRATE O REGULATION STATION GAS BENCHMARK LOCATION o CAST IRON MONUMENT NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY ac AIR CONDITION UNIT SATELLITE DISH CONTROL POINT ■ STONE MONUMENT EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. ® ANTENNA SIGN NON TRAFFIC + MONUMENT FOUND THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS p AUTO SPRINKLER CONNECTION SIGN TRAFFIC EXISTING TOPOGRAPHIC LINES DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF BARRICADE PERMANENT O SIGNAL CONTROL CABINET EXISTING SUBSURFACE UTILITY DATA" UNDERGROUND FIBER OPTIC BASKETBALL POST SOIL BORING RETAINING WALL B B UNDERGROUND ELECTRIC BENCH SIREN x x x x x x FENCE e e c e UNDERGROUND GAS ❑ ❑ ❑ ❑ FENCE -DECORATIVE UNDERGROUND COMMUNICATION BIRD FEEDER ® TELEPHONE BOOTH GUARD RAIL of of of OE OVERHEAD ELECTRIC © BOLLARD ® TILE INLET TREE LINE oc oc oc oc OVERHEAD COMMUNICATION OO BUSH ®TILE TILE OUTLET BUSH LINE ou ou ou ou OVERHEAD UTILITY * CATCH BASIN RECTANGULAR CASTING ED TILE RISER SURVEY LINES UTILITIES IDENTIFIED WITH A QUALITY LEVEL: O CATCH BASIN CIRCULAR CASTING O TRANSFORMER -ELECTRIC LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL —o o CONTROLLED ACCESS EXAMPLE: a -A a -A UNDERGROUND GAS, QUALITY LEVEL ® CURB STOP TREE -CONIFEROUS BOUNDARY UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-02. o CLEAN OUT TREE -DEAD CENTERLINE UTILITY QUALITY LEVELS: ocLw CULVERT ENDEXISTING EASEMENT LINE TREE -DECIDUOUS QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED EASEMENT LINE RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, OO DRINKING FOUNTAIN TREE STUMP EXISTING LOT LINE CONSTRUCTION PLANS, ETC. ® DOWN SPOUT TRAFFIC ARM BARRIER PROPOSED LOT LINE QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND -HOLES, UTILITY VALVES AND OF FILL PIPE O TRAFFIC SIGNAL EXISTING RIGHT-OF-WAY METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO PROPOSED RIGHT-OF-WAY CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. � FIRE HYDRANT ox TRASH CAN SETBACK LINE QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND o FLAG POLE pu UTILITY MARKER SECTION LINE COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. > FLARED END/ APRON A VALVE QUARTER LINE SIXTEENTH LINE QUALITY LEVELA: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN 0 FUEL PUMP (9 VALVE POST INDICATOR QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND TEMPORARY EASEMENT PROFILE INFORMATION. fl1D GRILL ® VALVE VAULT EXISTING UTILITY LINES F GUYWIREANCHOR O VAULT ABBREVIATIONS O HANDHOLE (Y) VENT PIPE FORCEMAIN A ALGEBRAIC DIFFERENCE GRAV GRAVEL RSC RIGID STEEL CONDUIT HANDICAP SPACE ®Ws WATER SPIGOT ' ' ' ' SANITARY SEWER ADJ ADJUST GU GUTTER RT RIGHT — — — — — — — — — — — SANITARY SERVICE ALT ALTERNATE GV GATE VALVE SAN SANITARY SEWER IRRIGATION SPRINKLER HEAD o WELL >> >> >> >> >> STORM SEWER B -B BACK TO BACK HDPE HIGH DENSITY POLYETHYLENE SCH SCHEDULE IE IRRIGATION VALVE BOX d WETLAND DELINEATED MARKER STORM SEWER DRAIN TILE BIT BITUMINOUS HH HANDHOLE SERV SERVICE cP LIFT STATION CONTROL PANEL WETLAND I I I I WATERMAIN BLDG BUILDING HP HIGH POINT SHLD SHOULDER —I- —I- —I- —I- —I- -I— — WATER SERVICE BMP BEST MANAGEMENT PRACTICE HWL HIGH WATER LEVEL STA STATION © LIFT STATION O WET WELL BR BEGIN RADIUS HYD HYDRANT STD STANDARD LIGHT ON POLE OO YARD HYDRANT PROPOSED UTILITY LINES BV BUTTERFLY VALVE I INVERT STM STORM SEWER LIGHT -GROUND CB CATCH BASIN K CURVE COEFFICIENT TC TOP OF CURB PROPOSED TOPOGRAPHIC SYMBOLS II II II II II FORCEMAIN C&G CURB AND GUTTER L LENGTH TE TEMPORARY EASEMENT ® MAILBOX > > > > > SANITARY SEWER CIP CAST IRON PIPE LO LOWEST OPENING TEMP TEMPORARY © MANHOLE -COMMUNICATION • CLEANOUT — — — — — — — — — — — — — SANITARY SERVICE CIPP CURED -IN-PLACE PIPE LP LOW POINT TNH TOP NUT HYDRANT CL CENTER LINE LT LEFT TP TOP OF PIPE � MANHOLE -ELECTRIC • MANHOLE » » » » STORM SEWER CL. CLASS MAX MAXIMUM TYP TYPICAL eQ MANHOLE -GAS Q LIFT STATION —" —" —" �' —" —" —" —" —" —" — STORM SEWER DRAIN TILE WATERMAIN CLVT CULVERT MH MANHOLE VCP VITRIFIED CLAY PIPE QH MANHOLE -HEAT ® STORM SEWER CIRCULAR CASTING--i--i--i--i--i-I—i— WATER SERVICE CMP CORRUGATED METAL PIPE MIN MINIMUM VERT VERTICAL sQ MANHOLE -SANITARY SEWER ■ STORM SEWER RECTANGULAR CASTING PIPE CASING C.O. CHANGE ORDER MR MID RADIUS VPC VERTICAL POINT OF CURVE Do. STORM SEWER FLARED END/ APRON TRENCHLESS PIPE (PLAN VIEW) COMM COMMUNICATION NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION MANHOLE -STORM SEWER TRENCHLESS PIPE (PROFILE VIEW) CON CONCRETE NMC NON-METALLIC CONDUIT VPT VERTICAL POINT OF TANGENT Qo MANHOLE -UTILITY ■ STORM SEWER OUTLET STRUCTURE CSP CORRUGATED STEEL PIPE NTS NOT TO SCALE WM WATERMAIN QW MANHOLE -WATER ® STORM SEWER OVERFLOW STRUCTURE GRADING INFORMATION DIA DIAMETER NWL NORMAL WATER LEVEL DIP DUCTILE IRON PIPE OHW ORDINARY HIGH WATER LEVEL � o CURB BOX METER DWY DRIVEWAY PC POINT OF CURVE AC ACRES e ORDER MICROPHONE + FIRE HYDRANT 97, EXISTING CONTOUR MINOR E EXTERNAL CURVE DISTANCE PCC POINT OF COMPOUND CURVE CF CUBIC FEET � PARKING METER WATER VALVE _ _ g50 EXISTING CONTOUR MAJOR ELEC ELECTRIC PE PERMANENT EASEMENT CV COMPACTED VOLUME � ►� - PROPOSED CONTOUR MINOR ELEV ELEVATION PED PEDESTRIAN, PEDESTAL CY CUBIC YARD PAVEMENT MARKING No WATER REDUCER `_950 PROPOSED CONTOUR MAJOR EOF EMERGENCY OVERFLOW PERF PERFORATED PIPE EA EACH © PEDESTAL -COMMUNICATION F� WATER BEND • • • • • • • • • • • • • • • • • • • • • • • • • PROPOSED GRADING LIMITS/ SLOPE LIMITS ER END RADIUS PERM PERMANENT EV EXCAVATED VOLUME a ----------------- PROJECT LIMITS PEDESTAL -ELECTRIC III WATER TEE x 953.53 x STA:5+67.19 ESMT EASEMENT PI POINT OF INTERSECTION LB POUND 98087 PROPOSED SPOT ELEVATION EX EXISTING PL PROPERTY LINE LF LINEAR FEET w PEDESTRIAN PUSH BUTTON WATER CROSS 1:4 RISE:RUN (SLOPE) FES FLARED END SECTION PRC POINT OF REVERSE CURVE LS LUMP SUM PICNIC TABLE — WATER SLEEVE HATCH PATTERNS F -F FACE TO FACE PT POINT OF TANGENT LV LOOSE VOLUME POLE -UTILITY ^ WATER CAP /PLUG FF FINISHED FLOOR PVC POLYVINYL CHLORIDE PIPE SF SQUARE FEET F&I FURNISH AND INSTALL PVMT PAVEMENT SV STOCKPILE VOLUME POLE -BRACE RIP RAP BITUMINOUS GRAVEL FM FORCEMAIN R RADIUS SY SQUAREYARD © POST _01� DRAINAGE FLOW FO FIBER OPTIC R/W RIGHT-OF-WAY RAILROAD SIGNAL POLE k TRAFFIC SIGNS CONCRETE F.O. FIELD ORDER RCP REINFORCED CONCRETE PIPE 5 GRAN GRANULAR RET RETAINING IHEREBYCERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED ""`° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BV ORUN ER V RECTS PE I51 dANDTHATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST CIij�� qR y�°p�yowWILLMAR, MINNESOTA 56201 PRL, JI TLISTEsoTa °""�" DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT A�Vpfq$��+/'��& MENK Phone: r@b 231-3956 /li i`]O,OJUST �Email: Willmar@bolton-menk.com1 iltf�jVd515� ruc ian/ 9/2.23 www.bolton-menk.com CLIENT N LEGEND REMOVALS 1. A minimum of 7 days notice shall be provided to emergency response, residents, businesses, schools, daycare providers, nursing homes, churches, funeral homes, and medical facilities prior to beginning construction and/or closing streets and restricting driveways. 2. The removal limits shown are approximate and subject to modifications in the field as directed by the ENGINEER. 3. All adjacent bituminous and concrete surfaces shall be cleanly saw cut (full depth) prior to removal (saw cutting is included in the unit prices bid for pavement removal). Additional removals and saw cutting as a result of CONTRACTOR's failure to protect the surfaces shall be completed at the CONTRACTOR's expense. 4. The CONTRACTOR shall verify with the ENGINEER all trees to be cleared and grubbed prior to being removed. UTILITY CONSTRUCTION 5. The existing utilities in plan and profile views are shown in their approximate location only. It is not guaranteed that any or all existing utilities are shown. The CONTRACTOR is solely responsible for verifying the location and elevation of all existing utilities, both public and private, prior to commencing work and protecting the existing utility unless otherwise noted on the plan or directed by the ENGINEER or owner of the subject utility. 6. Maintain 10' minimum separation between sanitary sewer main and watermain and between storm sewer main and watermain, unless noted otherwise on plans. 7. Maintain 18" of vertical clearance between sewer and watermain at all sanitary and storm sewer crossings. 8. All connections to existing sanitary sewer, storm sewer, and watermain shall be field verified for location and elevation. 9. The CONTRACTOR shall construct a concrete plug at abandoned pipe ends (incidental). 10. All active drain tiles and underground roof drains encountered shall be connected to the proposed storm sewer. Drain tiles and roof drains shall not be connected to the sanitary sewer. Drain tiles and roof drains shall not be connected into perforated subsurface drains. 11. Buildings without exterior spigots, if any, may require a direct connection to the water service line at the base of the footing or installation of a new spigot in order to provide temporary water (incidental). 12. Coordinate with utility owner to relocate or protect private utilities as necessary for utility and street construction (incidental). 13. All new gravity sanitary sewer main and storm sewer mains shall be constructed starting at the lower end and progressing upstream. 14. The CONTRACTOR shall make provisions to protect all sanitary sewer and storm sewer manholes from debris and sediment entering the sanitary sewer and storm sewer systems (incidental). 15. Sanitary sewer and storm sewer pipe lengths and grades are calculated and paid using the distance from center of structure to center of structure. 16. The CONTRACTOR shall verify proposed elevation of each hydrant in the field so that the bury line on the hydrant matches the final grade. Furnish and install vertical bend(s) as required to achieve the proper bury depth. SERVICE CONSTRUCTION 17. The CONTRACTOR shall field verify the size, location and elevation of all sanitary sewer and water services that are being replaced. In general, the CONTRACTOR shall construct new service to match the size of the existing pipe, (minimum 1" diameter water services and 4" diameter sanitary sewer services). 18. Install Tracer Wire System per City of Monticello standards - included in Project Manual. 19. It may be necessary to construct sanitary sewer and water service lines in separate trenches. Separate trench service connections shall be incidental. 20. When it is necessary to construct curb boxes in concrete or bituminous surfaces, casting assemblies shall be embedded in the concrete or bituminous surface over the top of the curb box and tracer wire access box, as shown in the details. The casting assembly shall be set 0.02' below concrete surfaces and 0.04' below bituminous surfaces. 21. The CONTRACTOR shall complete a service record form for every new service constructed. A blank form will be provided to the CONTRACTOR for his use and reproduction. The completed forms and digital photos shall be submitted to the ENGINEER as specified. SURFACE RESTORATION 22. All new intersection curb radii are dimensioned to the back of curb unless noted otherwise. 23. Construct pedestrian ramps at all sidewalk intersection locations where shown on the plans. 24. Construct curb and gutter at pedestrian ramps to have a gutter slope of no more than 2.0%. 25. Manhole covers and valve boxes in bituminous surfaces shall be set 0.04' below finished grade. 26. Any variations from the typical section dimension are shown on the plan drawings. 27. Pavement slopes at intersection locations may vary from those shown on the typical sections. 28. Grade all topsoil material to 1/2" depth below concrete surfaces prior to turf restoration. IHERERY CERTIFY '"AT T111 PIAN,SPECIFICATION, OR NE— BPYR FE OR! U1N EERf Y 1 RSryVET�CiI(5 LRPETR! U151 dANO7G THAT gEI °OpVADUWyIL�Y LEICSREOENTSAAE.D D 204 0 H I2 EST ,N�nivne v MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET WILLMAR, MINNESOTA 56201 pgANBOLTON DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTPhone: (320) 231-3956 CHECKED Email: Willmar@bolton-menk.com JUST & MENK w.Ibolton-menikxom CLIENT Np, GENERAL NOTES t ru ien9/2023 oiiAo 3 Z' a� o3 9± STATEMENT OF ESTIMATED QUANTITIES SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. ITEM MNDOT TOTAL COUNTY CITY CITY NO. SPEC NO. ITEM NOTES UNIT QUANTITY 1 2021.501 MOBILIZATION LUMP SUM 1 0.04 0.28 0.19 0.49 2 2101.502 CLEARING EACH 27 9 18 3 2101.502 GRUBBING EACH 27 9 18 4 2103.501 BUILDING REMOVAL LUMP SUM 1 1 5 2104.502 REMOVE GATE VALVE AND BOX EACH 12 1 11 6 2104.502 REMOVE HYDRANT EACH 5 1 4 7 2104.502 REMOVE DRAINAGE STRUCTURE EACH 14 6 8 8 2104.502 REMOVE SIGN EACH 27 27 9 2104.502 REMOVE SIGN PANEL EACH 1 1 10 2104.502 REMOVE SANITARY MANHOLE EACH 7 4 3 11 2104.502 REMOVE TREE GRATE (3) EACH 16 16 12 2104.502 SALVAGE DECORATIVE RAILINGS EACH 18 18 13 2104.502 REMOVE CONCRETE STEPS EACH 32 32 14 2104.502 REMOVE LIGHTING UNIT (1) EACH 24 24 15 2104.502 REMOVE LIGHT FOUNDATION EACH 37 37 16 2104.502 REMOVE SERVICE CABINET (2) EACH 2 2 17 2104.502 SALVAGE CATCH BASIN EACH 1 1 18 2104.502 SALVAGE SIGN EACH 5 5 19 2104.503 REMOVE WATERMAIN LIN FT 1170 15 1155 20 2104.503 REMOVE SEWER PIPE (SANITARY) LIN FT 1290 990 300 21 2104.503 REMOVE SEWER PIPE (STORM) LIN FT 599 339 260 22 2104.503 REMOVE CURB AND GUTTER LIN FT 7049 180 420 3604 2845 23 2104.503 REMOVE CONCRETE VALLEY GUTTER LIN FT 230 230 24 2104.503 SALVAGE PIPE SEWER (24" STORM) LIN FT 40 40 25 2104.503 SALVAGE FENCE LIN FT 90 90 26 2104.504 REMOVE BITUMINOUS PAVEMENT (STREET) SQYD 41869 581 34368 6920 27 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQYD 919 491 310 1 118 28 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQYD 212 11 114 87 29 2104.504 REMOVE CONCRETE PAVEMENT SQYD 252 252 30 2104.504 RECLAIM BITUMINOUS SURFACE (P) SQYD 11033 11033 31 2104.518 REMOVE CONCRETE MEDIAN SQ FT 2350 2350 32 2104.518 REMOVE CONCRETE WALK SQ FT 35950 2440 26585 6925 33 2104.518 REMOVE BOARD WALK SQ FT 163 163 34 2104.518 SALVAGE BOULDER WALL SQ FT 800 800 35 2104.601 REMOVE KIOSK AND FOOTING LUMP SUM 1 1 36 2104.602 SALVAGE PLAY EQUIPMENT EACH 5 5 37 2104.603 ABANDON PIPE SEWER LIN FT 411 411 38 2104.618 SALVAGE CONCRETE MODULAR BLOCK SQ FT 300 300 39 2106.507 COMMON EXCAVATION (P) CU YD 15624 82 8260 7282 40 2106.507 SUBGRADE EXCAVATION (EV) (4) CU YD 1124 44 1080 41 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P) CU YD 8141 374 7767 42 2108.504 GEOTEXTILE FABRIC TYPE 5 (5) SQYD 3840 140 3700 43 2118.609 AGGREGATE SURFACING SPECIAL TON 221 221 44 2123.510 COMMON LABORER (6) HOUR 120 40 80 45 2123.510 FOREMAN (WITH TRUCK) (6) HOUR 30 10 20 46 2123.510 1.5 CU YD SHOVEL (6) HOUR 30 10 20 47 2123.510 3.0 CU YD SHOVEL (6) HOUR 30 10 20 48 2123.510 5.0 CU YD SHOVEL (6) HOUR 30 10 20 49 2123.510 DOZER (6) HOUR 30 10 20 50 2123.510 12 CU YD TRUCK (6) HOUR 30 10 20 51 2123.510 4.0 CU YD FRONT END LOADER (6) HOUR 30 10 20 52 2123.610 SKID LOADER (6) HOUR 30 10 20 53 2211.507 AGGREGATE BASE CLASS 5 (CV) (P) CU YD 4481 172 75 2111 2123 54 2231.604 BITUMINOUS PATCH SPECIAL SQYD 666 491 98 77 55 2301.504 CONCRETE PAVEMENT 8" SQYD 2765 2765 56 2301.618 8" COLORED CONCRETE CROSSWALK (RED) SQ FT 2490 2490 57 2301.618 8" COLORED CONCRETE WARNING BAND (RED) SQ FT 2271 2271 58 2331.603 BITUMINOUSTAPER LIN FT 6200 3200 3000 59 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (4,C) TON 5409 5409 60 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 488 13 475 61 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,C) TON 13522 13522 62 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B) TON 976 26 950 63 2411.502 4" CONCRETE HEADWALL EACH 2 2 64 2411.618 INSTALL CONCRETE BLOCK RETAINING WALL (21) SQ FT 100 100 65 2475.503 PIPE RAILING (7) LIN FT 126 126 66 2502.503 4" PERF CORRUGATED PE PIPE DRAIN (8) LIN FT 690 153 537 67 2502.503 4" PERF PVC PIPE DRAIN (8) LIN FT 3254 183 1342 1729 68 2502.602 4" DRAINTILE CLEANOUT EACH 17 5 12 69 2503.503 6" PVC PIPE SEWER (STORM) LIN FT 60 60 70 2503.503 8" PVC PIPE SEWER (STORM) LIN FT 142 18 124 71 2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 994 491 503 72 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 90 90 73 250E507324" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 100 100 74 2503.503 1 INSTALL PIPE SEWER (24" STORM) LIN FT 40 40 75 2503.602 1 CONNECT TO EXISTING SANITARY SEWER (PIPE) EACH 9 9 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORtp5 PER 151 dANO THAT, ADULY LICENSED PR FE fT! ST ESOTA. 7y� p�y� G V I gp LTO N & M E N K 12 EAST 6 2040 HIGHWAY MINNESOTA WI Phone MINNESOTA 56201 Phone: (320) 231 -men Email: Willmar@bolton-menk.com www.bolton-menk.mmCLIENT CITY ❑ F Monti do Icx[p MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET G1.01 pgAWN cxEcgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STATEMENT OF ESTIMATED QUANTITIES JUST ��� rub ic�n9/zozs PgpLNO, 3 Z' a� o3 9± STATEMENT OF ESTIMATED QUANTITIES SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. ITEM MNDOT TOTAL COUNTY CITY CITY NO. SPEC NO. ITEM NOTES UNIT QUANTITY 76 2503.602 CONNECT TO EXISTING MANHOLE (SAN) EACH 1 1 77 2503.602 CONNECT TO EXISTING STORM SEWER (PIPE) EACH 7 6 1 78 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 7 2 2 3 79 2503.602 12" X 6" PVC WYE EACH 15 15 80 2503.602 15" X 6" PVC WYE EACH 17 12 5 81 2503.603 8" PVC PIPE SEWER LIN FT 13 13 82 2503.603 10" PVC PIPE SEWER LIN FT 47 47 83 2503.603 12" PVC PIPE SEWER LIN FT 446 446 84 2503.603 15" PVC PIPE SEWER LIN FT 870 431 439 85 2503.603 6" PVC SANITARY SERVICE PIPE LIN FT 1275 1075 200 86 2504.601 IRRIGATION SYSTEM - PUBLIC STREETSCAPE ILUMP SUM 1 1 87 2504.601 IRRIGATION SYSTEM - WEST BRIDGE PARK EDGE LUMP SUM 1 1 88 2504.602 CONNECT TO EXISTING WATERMAIN EACH 10 6 4 89 2504.602 HYDRANT EACH 6 2 4 90 2504.602 ADJUST VALVE BOX-WATER EACH 22 16 6 91 2504.602 1" CORPORATION STOP EACH 5 3 2 92 2504.602 2" CORPORATION STOP EACH 2 2 93 2504.602 6" GATE VALVE AND BOX EACH 7 2 5 94 2504.602 8" GATE VALVE AND BOX EACH 7 1 6 95 2504.602 12" X 8" WET TAP INCL. 8" GATE VALVE AND BOX EACH 1 1 96 2504.602 ADJUST CURB BOX EACH 6 4 2 97 2504.602 1" CURB STOP AND BOX EACH 5 3 2 98 2504.602 2" CURB STOP AND BOX EACH 2 2 99 2504.603 20" CASING PIPE LIN FT 56 56 100 2504.603 1" TYPE PE PIPE LIN FT 113 60 53 101 2504.603 2" TYPE PE PIPE LIN FT 45 45 102 2504.603 6" PVC WATERMAIN LIN FT 296 130 166 103 2504.603 8" PVC WATERMAIN LIN FT 1113 87 1026 104 2504.608 WATERMAIN FITTINGS POUND 840 252 588 105 2506.502 CASTIING ASSEMBLY EACH 27 27 106 2506.502 ADJUST FRAME AND RING CASTING EACH 81 2 60 19 107 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES 4007 LIN FT 79.2 66.6 12.6 108 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (9) LIN FT 67.4 67.4 109 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES 4020-48 LIN FT 13.6 13.6 110 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES 4020-72 LIN FT 16.2 16.2 111 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 (9) EACH 4 1 3 112 2506.602 INSTALL CATCH BASIN EACH 1 1 113 2506.603 RAISE MANHOLE LIN FT 6.0 6.0 114 2506.603 CONSTRUCT 10" OUTSIDE DROP LIN FT 4.4 4.4 115 2506.603 CONSTRUCT 16" OUTSIDE DROP LIN FT 9.4 9.4 116 2521.518 6" CONCRETE WALK (10) SQ FT 67831 2367 41159 24305 117 2521.518 6" CONCRETE WALK SPECIAL, TYPE 2 (RED) (10) SQ FT 1440 1440 118 2521.518 6" CONCRETE WALK SPECIAL, TYPE 1(GRAY) (10) SQ FT 9526 9526 119 2521.518 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH) (11) SQ FT 1120 1120 120 2521.618 CONCRETE STAIR SQ FT 515 515 121 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 1961 42 1428 491 122 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 1550 1550 123 2531.503 CONCRETE CURB AND GUTTER DESIGN B818 LIN FT 30 30 124 2531.503 CONCRETE CURB AND GUTTER DESIGN B424 LIN FT 178 178 125 2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 2240 186 420 1634 126 2531.503 CONCRETE CURB AND GUTTER DESIGN "D" MODIFIED LIN FT 217 217 127 2531.503 CONCRETE VALLY GUTTER LIN FT 230 230 128 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQYD 606 11 595 129 2531.603 CONCRETE SILL LIN FT 4898 228 420 2880 1370 130 2531.603 CONCRETE CURB DESIGN V LIN FT 50 50 131 2531.618 TRUNCATED DOMES SQ FT 783 1 83 234 290 176 132 2540.601 DRINKING FOUNTAIN (12) LUMP SUM 1 1 133 2540.601 REINFORCED CONCRETE SCULPTURE PAD LUMP SUM 1 1 134 2540.602 INSTALL PLAY EQUIPMENT EACH 5 5 135 2540.602 INSTALL DECORATIVE RAILINGS (13) EACH 18 18 136 2540.602 SHADE STRUCTURE EACH 1 1 137 2540.602 POLE-MOUNTED WAYFINDING SIGN EACH 4 2 2 138 2540.602 POLE-MOUNTED PUBLIC PARKING SIGN (14) EACH 3 3 139 2540.602 URBAN WAYFINDING KIOSK SIGN EACH 2 1 1 140 2540.602 STONE TYPE A (FREESTANDING BLOCK - LIMESTONE) EACH 30 30 141 2540.602 STONE TYPE B (FREESTANDING BLOCK - CARNELIAN GRANITE) EACH 17 17 142 2540.602 STONE TYPE G (FREESTANDING BLOCK- MESABI BLACK GRANITE) EACH 18 18 143 2540.602 STONE TYPE K (SALVAGED GRANITE ACCENT BOULDER) EACH 47 47 144 2540.603 STEEL PLANTER CURB EACH 24 24 145 2540.607 DECORATIVE ROCK MULCH CU YD 2 1.5 146 2540.618 POROUS PAVING (15) SQ FT 3770 3770 147 2540.618 STONE TYPE C (RETAINING WALL BLOCK - CARNELIAN GRANITE) SQ FT 504 504 148 2540.618 STONE TYPE D (RETAINING WALL BLOCK- CARNELIAN GRANITE, HALF COURSE) SQ FT 72 72 149 2540.618 STONE TYPE E (CONCRETE-ADJACENT WALL BLOCK - CARNELIAN GRANITE) SQ FT 102 102 150 2540.618 1 STONE TYPE F (AMPHITHEATER SEAT WALL BLOCK - CARNELIAN GRANITE) SQ FT 272 272 151 2540.618 1 STONE TYPE H (RETAINING WALL BLOCK - MESABI BLACK GRANITE) SQ FT 616 616 THEREBY CERTI EY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED P ORUN ER Y RECi5 PER 151 dANOTHAIT ADULYLICo., PR FE f 1 Ef 1 T! ST EsoTA. 5�I 7y� p�y� V G V I gpLTON & M E N K 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-men Email: Willmar@bolton-menk.com www.bolton-menk.mm CITY O F o iiAla Icx[D NO, ISSUED FORMONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET G1.02 DxnwN CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STATEMENT OF ESTIMATED QUANTITIES JUST d�Srub ic�n9/zozs CLIENTPRDLNO, 3 Z' a� o3 9± STATEMENT OF ESTIMATED QUANTITIES SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. ITEM MNDOT TOTAL COUNTY CITY CITY NO. SPEC NO. ITEM NOTES UNIT QUANTITY 152 2540.618 STONE TYPE I (RETAINING WALL BLOCK - MESABI BLACK GRANITE, HALF COURSE) SQ FT 141 141 153 2540.618 STONE TYPE J (CONCRETE -ADJACENT WALL BLOCK - MESABI BLACK GRANITE) SQ FT 78 78 154 2545.502 HANDHOLE EACH 13 13 155 2545.502 LIGHT FOUNDATION DESIGN E MODIFIED (16) EACH 51 51 156 2545.502 LIGHT FOUNDATION DESIGN SPECIAL 1 (17) EACH 6 6 157 2545.502 LIGHTTYPE 1 (STANDARD STREET LIGHT POLE) EACH 24 24 158 2545.502 LIGHTTYPE 3 (CATENARY POLE W/ STREET HEIGHT LUMINAIRE) EACH 1 1 159 2545.502 LIGHTTYPE 4 (CATENARY POLE W/ PEDESTRIAN HEIGHT LUMINAIRE) EACH 4 4 160 2545.502 LIGHTTYPE 5 (CATENARY POLE W/ STREETAND PEDESTRIAN HEIGHT LUMINAIRE) EACH 1 1 161 2545.502 LIGHTTYPE 6 (PARKING LOT LIGHT POLE) EACH 2 2 162 2545.502 LIGHTTYPE 7 (ACCENT LIGHT) EACH 11 11 163 2545.502 LIGHTTYPE 8 (PINE STREET/ HWY 25 LIGHT POLE) - NEW EACH 2 2 164 2545.502 LIGHTTYPE 8 (PINE STREET/ HWY 25 LIGHT POLE) - SALVAGED EACH 1 1 165 2545.503 1.5" NON-METALLIC CONDUIT LIN FT 5326 5326 166 2545.503 0.75" NON-METALLIC CONDUIT LIN FT 2374 2374 167 2545.503 0.5" NON-METALLIC CONDUIT LIN FT 228 228 168 2545.503 1.5" NON-METALLIC CONDUIT (DIRECTIONAL BORE) LIN FT 358 358 169 2545.503 #12 AWG WIRE LIN FT 684 684 170 2545.503 #10 AWG WIRE LIN FT 13951 13951 171 2545.503 #6 AWG WIRE LIN FT 20253 20253 172 2545.503 #4 AWG WIRE LIN FT 831 831 173 2545.601 CATENARY LIGHT SYSTEM LUMP SUM 1 1 174 2545.602 TEMPORARY LIGHTING (18) EACH 23 18 175 2545.602 RECEPTACLE STANCHION EACH 45 45 176 2545.602 SERVICE CABINET EACH 1 1 177 2545.602 SERVICE CABINET B EACH 1 1 178 2545.602 CABINET LCC1 EACH 1 1 179 2545.602 FOOD TRUCK RECEPTACLE EACH 2 2 180 2545.603 2" NON-METALLIC CONDUIT (DIRECTIONAL BORE) (TWO CONDUITS IN SAME BORE) LIN FT 80 80 181 2550.503 2" NON-METALLIC CONDUIT LIN FT 350 350 182 2550.503 3" PUSHED CONDUIT LIN FT 300 300 183 2550.602 FIBER OPTIC SPLICE / PATCH PANEL EACH 2 2 184 2550.602 FIBER OPTIC PIGTAIL TERMINATION EACH 2 2 185 2550.602 PULL VAULT EACH 4 4 186 2550.603 FIBER OPTIC TRUNK CABLE 365M LIN FT 975 975 187 2557.603 FENCE DESIGN SPECIAL (SCREEN FENCE) LIN FT 205 205 188 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.04 0.28 0.19 0.49 189 2564.602 INSTALL SIGN EACH 5 2 3 190 2564.602 DELINEATOR / MARKER SIGN EACH 3 3 191 2564.618 SIGN SQ FT 297 50 206 41 192 2564.618 SIGN SPECIAL (19) SQ FT 300 300 193 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM A SYSTEM 1 0.5 0.5 194 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM B SYSTEM 195 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM C SYSTEM 1 0.5 0.5 196 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM D SYSTEM 1 0.09 0.91 197 2565.616 REVISE SIGNAL SYSTEM A SYSTEM 1 1 198 2565.616 REVISE SIGNAL SYSTEM B SYSTEM 1 1 199 2565.616 TEMPORARY SIGNAL SYSTEM A SYSTEM 1 1 200 2565.616 TEMPORARY SIGNAL SYSTEM B SYSTEM 1 1 201 2571.000 TREE PROTECTION LIN FT 750 750 202 2571.502 CONIFEROUS TREE 8' HEIGHT B&B EACH 3 3 203 2571.502 DECIDUOUS TREE 2.5" CAL B&B EACH 71 40 204 2571.502 DECIDUOUS TREE 1.5" CAL B&B EACH 21 18 205 2571.502 ORNAMENTAL TREE 6'HEIGHTB&B -MULTISTEM EACH 25 25 206 2571.502 SHRUB NO 5 CONTAINER EACH 108 93 207 2571.502 SHRUB NO 2 CONTAINER EACH 307 322 208 2571.502 PERENNIAL NO 1 CONTAINER EACH 3752 3754 209 2571.502 PERENNIAL BULB EACH 139 518 210 2571.607 HARDWOOD MULCH CU YD 222 222 211 2573.501 STABILIZED CONSTRUCTION EXIT EACH 4 2 2 212 2573.502 STORM DRAIN INLET PROTECTION EACH 90 2 66 22 213 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 820 40 1 600 180 214 2573.503 SILT FENCE, TYPE MS LIN FT 1303 203 1100 215 2573.503 SILT FENCE, TYPE HI LIN FT 400 400 216 2574.607 STRUCTURAL SOIL CY 407 407 217 2574.618 BOULEVARD TOPSOIL BORROW (PLANTING SOIL) (LV) CY 1241 1241 218 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SQYD 500 500 219 2575.523 RAPID STABILIZATION METHOD 3 MGALLON 4 1 3 220 2575.604 NATIVE SEEDING LUMP SUM 1 1 221 2575.604 SITE RESTORATION (20) SQYD 3017 1127 1890 222 2582.503 4" SOLID LINE PAINT LIN FT 620 620 223 2582.503 6" SOLID LINE PAINT LIN FT 1600 1600 224 2582.503 4" BROKEN LINE PAINT LIN FT 650 650 225 2582.503 8" DOTTED LINE PAINT LIN FT 150 150 226 2582.503 1 4" SOLID LINE MULTI COMP LIN FT 12366 1 1 1 9642 1 2724 227 2582.503 1 8" SOLID LINE MULTI COMP LIN FT 395 1 1 1 295 1 100 I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED P ORtp5 PER 151 dANOTHATI ADULY LE'oTA'O PR FE fER ST 1EHSE 7y� p�y� G V I 1 gpLTON M E N K 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: r@b 231 -men Email: Willmar@bolton-menk.com w .bolton-menk.Dom CITY ❑ F N�ant�cella -Ep NO, ISSUED FORMONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET G1.03 pgAWN CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STATEMENT OF ESTIMATED QUANTITIES JUST rU� iOn/ 9/2023 IENTPgpLNO, STATEMENT OF ESTIMATED QUANTITIES ITEM MNDOT NO. SPEC NO. ITEM NOTES UNIT TOTAL QUANTITY SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. COUNTY CITY CITY 228 2582.503 24" SOLID LINE MULTI COMP GR IN LIN FT 79 79 229 2582.503 4" BROKEN LINE MULTI COMP GR IN LIN FT 1934 1934 230 2582.503 8'I DOTTED LINE MULTI COMP GR IN LIN FT 79 79 231 2582.503 4" DOUBLE SOLID LINE MULTI COMP GR IN LIN FT 459 459 232 2582.518 PAVEMENT MESSAGE PAINT SQ FT 100 100 233 2582.518 PAVEMENT MESSAGE PREF THERM GR IN SQ FT 567 541 26 234 2582.518 CROSSWALK PAINT SQ FT 1908 1908 235 2582.518 CROSSWALK PREFORM THERMO GR IN SQ FT 2268 1908 360 ALTERNATE NO. 1- STREETSCAPE COUNTER TOP ALT 112540.602 1 STREETSCAPE COUNTER TOP EACH 3 3 ALTERNATE NO. 2—TREE GUARDS ALT 212540.602 1 TREE GUARD EACH 26 26 NOTES: (P) PLAN QUANTITY (CV) COMPACTED VOLUME (WR) WET REFLECTIVE (1) LIGHT POLES TO BE RE—USED DURING CONSTRUCTION FOR TEMP. LIGHTING (2) INCLUDES FOUNDATION (3) OFFER SALVAGED GRATES TO THE CITY. UNWANTED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR. (4) INCLUDES QUANTITY FOR SUBCUTTING AND STABILIZING UNSTABLE AREAS AS APPROVED BY THE ENGINEER. ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. (5) INCLUDES QUANTITY FOR UNSTABLE AREAS AS APPROVED BY THE ENGINEER. ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. (6) LABOR AND EQUIPMENT HOURS FOR MISCELLANEOUS UTILITY EXPLORATION OR MISCELLANEOUS WORK AS APPROVED BY THE ENGINEER. INCLUDES OPERATOR. (7) GALVANIZED (8) CONNECTION TO DRAINAGE STRUCTURES ARE INCIDENTAL (9) SEE DETAIL (10) AGG. BASE PAID SEPERATELY (11) SANDBLAST EXPOSED AGGREGATE FINISH (12) INCLUDES DRAIN AND WATER SERVICE FROM CURB STOP TO FOUNTAIN (13) PAINTED; INCL. TWO (2) CONCRETE FOOTINGS WITH EMBEDDED SLEEVES (14) INCL. POST AND FOOTING (15) INCL. EDGING AND AGG. BASE (16) STREET, PEDESTRIAN, & TH 25 POLES (17) CATENARY POLES (18) USE SALVAGED PED LIGHTS W/ CUSTOM BASE PLATES ON NEW FOUNDATIONS (19) FOR ADDITIONAL CONSTRUCTION SIGNS FOR BUSINESS NAMES NOT SHOWN ON THE PLANS. AS APPROVED BY ENGINEER (20) INCL. SEED, FERT., & HYDROMULCH (21) USE SELECT SALVAGED MODULAR WALL BLOCKS FROM PARK AREA IHEREBYCERTIFYTHAT THISPLAN,SPECIFICATION, OR REPORT WAS PREPARED C!%.' MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BV ORUN ER V RECTS PE ISIdANDTHATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST CITY OF y� p�yow WILLMAR, MINNESOTA 56201 ■ PR FE GST V I EsoTa , D""�" Phone: DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT W v �e / �j j�7 cxecReo G 1.04 JUST Email: Willmar@bolton-menk.com olton-menk.com un. s 1 iltf�j 1 ruC.r ian/ M E N K 9/2.23 W .bolton-menk.com J CLIENT PRD1.NO. STATEMENT OF ESTIMATED QUANTITIES 155021002300 FLORENCE A MAYER 110 CRAIG LN — I 0+00 L+ o I I 155021002410 JASON CATION & 111 KENNETH LN -------- ------- — ---�1.� --- ------151NO000!? CITYOFMONTI[505 WALNUT SY o _ a L — 155023001100 ROGER E SCHWIENTEK 1309 W BROADWAY ST — 155023001090 KEVIN A & PATRICIAA WERP 1305 W BROADWAY ST — — 155023001080 STEVEN & CANDACE JOHNSON 1233 SANDY LN — 155021002420 JUNE R LANNERS TRUST 506 W 3RD ST — ,5501 �PCN NS�N o e N SO UGLAS ,RANK DOUGLASFRANAYS — — \ 1311 W BROADWAY ST --_ 5----------------------L— � W Z ---- LLI LEGEND _ RECLAIM BITUMINOUS PAVEMENT ,5501 �PCN NS�N o e N SO UGLAS ,RANK DOUGLASFRANAYS — — \ 1311 W BROADWAY ST 1 HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 0 25 50 PR FE 1 1 Rr 1 ECT TI e I ji(�lyW ICENSE �V� So - SCALE FEET JUST .1- rub iconru� icon 23 WlLHIGHWAY 03 56201BOLTON ne(32)231-5 il:Willmar@bolton-menk.com m& MENK mawphob.1t.n-.enk.com I I�� ------ Lu -- --ALN Z _ J a� EDN�ontcellJaKN DIN. 155187001050 DONALD P & IANAE M PROSPER 1217 PRAIRIE PINE CT MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH 11 SHEET co.01 --_ 5----------------------L— / L11 ---- LLI LEGEND _ RECLAIM BITUMINOUS PAVEMENT REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY AND WALK %i\ y %��• ly =___= REMOVE CURB AND GUTTER Q Z SALVAGE RETAINING WALL - 155104001130 155104001140 155104001150 155104001160 -0— REMOVE WATERMAIN JOSEPH&USA BOLIANT�ANETEBRIDGLAND�WILUANIL ROSANNAMI CHARLES J&BARBARAG<�SON I REMOVE HYDRANT SAH 75 1319 PRAIRIE CREEK LN I 1317 PRAIRIE CREEK LN I 1313 PRAIRIE CREEK LN 1331 PRAIRIE CREEK LN I - �I—I— REMOVE WATER SERVICE —>— REMOVE SANITARY SEWER —>> — REMOVE STORM SEWER - m Q REMOVE STORM SEWER MH OR CB Q REMOVE SANITARY MANHOLE --a— REMOVE SIGN x CLEAR & GRUB TREE 155012002010� PAUL ) & JANET L FUSS 448423RD ST SE NOTE. PROTECT ALL TREES NOT MARKED AS BEING REMOVED — — — — — — — — — — — 1 HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 0 25 50 PR FE 1 1 Rr 1 ECT TI e I ji(�lyW ICENSE �V� So - SCALE FEET JUST .1- rub iconru� icon 23 WlLHIGHWAY 03 56201BOLTON ne(32)231-5 il:Willmar@bolton-menk.com m& MENK mawphob.1t.n-.enk.com I I�� ------ Lu -- --ALN Z _ J a� EDN�ontcellJaKN DIN. 155187001050 DONALD P & IANAE M PROSPER 1217 PRAIRIE PINE CT MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH 11 SHEET co.01 o _ %i\ y %��• - 155104001130 155104001140 155104001150 155104001160 JOSEPH&USA BOLIANT�ANETEBRIDGLAND�WILUANIL ROSANNAMI CHARLES J&BARBARAG<�SON . 1319 PRAIRIE CREEK LN I 1317 PRAIRIE CREEK LN I 1313 PRAIRIE CREEK LN 1331 PRAIRIE CREEK LN I - 1 HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 0 25 50 PR FE 1 1 Rr 1 ECT TI e I ji(�lyW ICENSE �V� So - SCALE FEET JUST .1- rub iconru� icon 23 WlLHIGHWAY 03 56201BOLTON ne(32)231-5 il:Willmar@bolton-menk.com m& MENK mawphob.1t.n-.enk.com I I�� ------ Lu -- --ALN Z _ J a� EDN�ontcellJaKN DIN. 155187001050 DONALD P & IANAE M PROSPER 1217 PRAIRIE PINE CT MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH 11 SHEET co.01 155012002020 KEITH ESTES & 1224 SANDY LN 1 +0 SALVAGE & REINSTALL 40 LF ./ 24" RCP STORM CULVERT �I2 �R P I J ---- Izb _/ /iii LEG _ I � END BRIAN CIAMES& - --- \\ -- - - - o � , - I�r � RECLAIM BITUMINOUS PAVEMENT 001040 155187001030 IssleToolozo _ uW _ - - W .,�--- - - - - - -, REMOVE BITUMINOUS PAVEMENT L ---J XIX— X x X X- ------------- 187661640 15518700: MARTIN EEE _ REMOVE CONCRETE DRIVEWAY AND WALK PER \ 1215 PRAIRIE PINE CT 3593 S AGAVE WAY 1231 PRAIRIE PI NE CT /C—tG��I--•�ifi C- L.'��%_4,:� d REMOVE CURB AND GUTTER W SALVAGE RETAINING WALL \\ I= ? — I -0- REMOVE WATERMAIN \ REMOVE HYDRANT O REMOVE WATER SERVICE REMOVE SANITARY SEWER —» — REMOVE STORM SEWER BROADWAY STREET W CSAH 75 m OD REMOVE STORMSEWERCB Qs REMOVE SANITARY MANHOHOLEE REMOVE SIGN A b SII CLEAR &GRUB TREE X O W NOTE: LLI OC A III I PROTECT ALL TREES NOT MARKED AS BEING REMOVED N II °�\A\►\` p � II 1 I 1W BRO 1020 BROADWAY REMO IE ELECTRIC MH RK&MARYLKIELLBERG 1W BROADWAY 123 W BROADWAYST KIRK MAR 155232001030 ERG 155020004025 155020004023 155020004031 KI 1123 W BROAD WAV ST DECHENE CORPORATION CHRISTOPHER G YAGER & CO ), MARK 001040 1550200 TONG WILLIAM BROADJULIE A MILLER v MARKA OLSEN � DA�BROADWAYST - 1111 BROADWAY 18222195TH ST 1101WBROADWAY ST v I -V �I \�I/ \�� o I I II n O INCID.1p 1119 BROADWAY W 1115 \IG (V�X X- -X --X L-` II �o 1 1i �o —3L �� - - - L �- 11/oma` - - �� » c - r cc c c - - c \ y - _ - / I� - - w v n �c—mac ccc c�—` -c Y` '�-� - o �� c—c 30 C c c c --ii_ -c— cam— c ( ii A// I •_ / I I c c c --c c —G— c C c c cc < c -c C \cam -c cC--c -Ir G G G3�eG�0—��D'--3D 8(L --S 30 30 �� 30 30 3GQ� ��B`�,•. 3�� 00 1G �I 30 I 30 I 30 I 30 30 30 30- 1 G I G G G�-6 GG�—G���_ —��� G'1G�1 GI 0'i (i� L"@;���G�G�G�C—G 1=� CH_� C /I GE TGC �G G< I G�GC —lG > > > > > > > > > > > > > —�>� > > > > > > > — ->> > \\\ — > (t`1—G G G /� G G 6 6 > > I 24+00 25+00 _ 26+00 _ 27+00 _ 28+00 _ _ 29+00 30+0 I 2 _ 31+00 I I I I I I I w BROADWAY STREET W (CSAH 75) o------------- ------- - ---------- --7 /- .. 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Sry��I(�R �L� 7� �°pE�y�+ gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY O F � 1� Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN c a V L U G I V I Phone: (320) 231-3956 ,ontlella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CO.0 2 REMOVAL PLAN SCALE FEET 5 2 �e M E N K Email: Willmar@bolton-menk.com www.bolton-menk.mm JUST /'� an ru i IENTPRp1 Np. )x 1.6n9/2023 BROADWAY STREET W CSAH 75 -1 I 155020005070 PAUL ROLSEN 1025 W BROADWAY ST ' I n \ / 1552000DY 5111 155020005090 _ 155020005080 _ 1 W BROADWAY AGNES 5 DEMARAIS KEITH B & JACQUELYN 1 PETERSEN I � .1021 BROADWAY ST`W 155020005100 I� 1011 W BROADWAY ST V 1023 BROADWAY W RICHARD D WAY 1 lov BRonowav w < c��� <� +��Cc c c c� <�_ < _c 30 �� < 0C �0 C30�<30� 30 30 30 30O 30 C 30 e - p �< -<�< I�-I �l�i Il�I I -- 'T--.�-- -__-- __ ___________-_ _ -------------- ------------------��------=------ r--------- -- 1550200 5121 155020005121 155020005312 DAVID 1 & ELIZABETH A BOTHUN SUSAN AJOHNSON-WEYHRAUCH 921 BROADWAY W 925 W BROADWAY ST 155020005122 ROSE A DAHLIN 1 1913 BROADWAY W < C c Cc {� —�C—C 30 030 30 3C �C30 G 30 0 30 —0 -4+�I `I 155010044031 v\ ROSE A DAHLIN 913 BROADWAY T J _ C�30�30 < < 3�. -c-�$>�<-<- 1I -�' canP�- I I c 31+00 32+00 _33+00 34+00 35+00 - 36+00 _ o _37+00 _ _38+00 BROADWAY STREET W (CSAH 75) m -------------- ------- ------------ ---- --------------------- t. m `SMP / - --�= -- -- -- - -- - -- -- -I / o -- -- o -- 0 0 0 0 0 o p LEGEND -- --- 1/\ lit/ 111 off/ �II� RECLAIM BITUMINOUS PAVEMENT ---� REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY AND WALK = REMOVE CURB AND GUTTER SALVAGE RETAINING WALL / — I -M - REMOVE WATERMAIN BROADWAY STREET W CSAH 75 REMOVE HYDRANT �'—'- REMOVE WATER SERVICE —>— REMOVE SANITARY SEWER —» — REMOVE STORM SEWER (D REMOVE STORM SEWER MH OR CB sD REMOVE SANITARY MANHOLE -n- REMOVE SIGN I � I Z Lu ^X CLEAR &GRUB TREE H W I= W LLN NOTE: PROTECT ALL TREES NOT MARKED AS BEING REMOVED 1s 5010044040 MICHAEL W HENDRICKS & V Ln 155010045040 2 155010 6010 15501 0 045010 155010045030 LOGAN SCHUMANN & DAVID B & DOROTHY KRANZ 5010046021 1s155E N MILLER 155010046020 901 BROADWAY W 113 ELM ST LL ]43 BROADWAY W CHUAN LIN JOSEFINATMEDINA-CCAHUANCAMA 739 W BROADWAY ST STEWART W &REBECCA SAHLBERG 1535 OAK RIDGE CIR 813 W BROADWAY ST ]3] BROADWAY W i 155010045020 / I JUSTIN827 W BROADWAY STUR < 30 C-30 30 \ c�0 0 - \\ u 4✓•�•�� t=�..2� -----------__ c -r--c -T c I - v PROTECT EXISTING LIGHT IN PLACE REMOVE MEDIAN PA�IN NEAREST JOINT, PROTECT MEDIAN CUACE, TYPICAL 39+00 m - 40+00 ,. 3L '�-'"---- =41 42+00 _43+00 44+00 46+00 _ 46+00 • t • i L-^---•-- - THEREBY CERTI EY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 0 25 50 PR FE f 1 ER 1 T! ST EsoTA. CITY ❑ F DRAWN SryT�IR 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Phone: r@bolt31-3956 , N�ont�Cella cxraeD Co,o3 SCALE FEET JUST REMOVAL PLAN 'i �e M E N K Email: Willmar@bolton-menk.com N ND uta rub iOn/ 9/2023 � www.bolton-menk.com E PRDIND BROADWAY STREET W (CSAH 75) o REMOVE AND DISPOSE OF ALL MULCH, BROADWAY STREET W (CSAH 75) SOILS, AND IRRIGATION S,VEGETATION,ANDIRRIGATION EQUIPMENT IN MEDIAN >--- D > crs^�:: a _ ----------------------------------_------------------------------------------------------------------------------------------------ (IN- - TO EXCAVATION) -- •-;.-7.t-•F:.- �'. •••�•� I /�;-:7 >l�'•,�- :�'-,T..� �..i.:y'„ •Clue ••r'•� L'�� L•i_ iV� ;r, Vii.: (JL 1. A_—_i�r'-.•i _. IL ._—._�—. 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IHEREBYORTIFVTHAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED Icx[D MONTICELLO MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECis PER 151 dANOTHAT, ADULYLICENSEO gpLTON 2040 HIGHWAY I2 EAST 1 SHEET 0 25 50 PR FE 1 1 ER 1 TI ST EsoTA. CITY ❑ F OxnwN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 f V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT no HORZ. �� Phone: (320)231-39516 . Mont�cella cxraEo eo.o6 SCALE FEET JUST /'� �e M E N K EmaiI:Willmar@bolton-menk.com REMOVAL PLAN ty� ru ion, 912023 WWw.bolton-men = EN PRD,, NO, WALNUT STREET �IIjW o IIS II'"I 1t U I LLJ � I III ^ II•. SALVAGE HYDRANT III I I II: }.• '� & GV sssoloosaou - - III � I III •I`I \ CITYOFMOILLOEDA I I --�505-WALNEESTUT ST STEL PROTECT UTILITY POLE IN PLACE PROTECT UTILITY SALVAGE& Q I" POLE IN PLACE REINSTALL MAILBOX III I jli Im (3 EA)— I II I I o I I II I I -x —x -x III I --I—I Y 30 30 30 30 „'/ —30 --T.-- 3 30 3 — ( ^�l// 0+00 A I—I� +00 RIVER STREET -`� ------------------ _ v > > NOTE: ^ PROTECT ALL TREES NOT MARKED AS BEING REMOVED I 2 9® 1 I--1 REMOVE SIGN � ° G �� • — I I � — (.. I I W 15501005 Ill I I I PATRICK MICHELLE 62 I 1 625 RIVER STW L I r ^ 155010051130° cc MDI LP #84_I Lu 1600 UNIVERSITY AVE W STE 212 1: — / — — I ¢ O N s i _woos__ I I II a °o - II � ) � I I��'1_� � F\ I •� I �N� it o z e ��I WOOD of o' ^ o — % + OL o U II e —e o m e� o ------- m LEGEND `IIID RECLAIM BITUMINOUS PAVEMENT —, REMOVE BITUMINOUS PAVEMENT L—�rJ �' ''"•`, REMOVE CONCRETE DRIVEWAY AND WALK —_---__ REMOVE CURB AND GUTTER SALVAGE RETAINING WALL — -0— REMOVE WATERMAIN REMOVE HYDRANT �'—'— REMOVE WATER SERVICE —>— REMOVE SANITARY SEWER — » — REMOVE STORM SEWER ® OD REMOVE STORM SEWER MH OR CB 0 REMOVE SANITARY MANHOLE —CL- REMOVE SIGN —X CLEAR &GRUB TREE RIVER STREET REMOVE SIDEWALK AND CONCRETE EDGE RESTRAINT BEAM CURB IN PLACE ALONG PLAYGROUND ISI 111 �' 1 p I I'` PROTECT PARK FEATURES III 11 � jl w IIS — I I e TO REMAIN, TYPICAL II 111 III I p : I •' � � � 111111 111 o �� ��'.��/• II REMOVE ALL EXISTING STAIRWAY o III�� N WPARK BENCHES, PICNIC TABLES, COMPONENTS INCLUDING DECORATIVE FENCING, SWINGS, AND FOOTINGS AND HANDRAILS II DIGGING PLAYGROUND EQUIPMENT III~ III •+ •�' w. Y ® I II TO BE OVED BY OWNER , II!= � I III /i/ )•� �� a II I II ©®��= II IIL<" II SEE SIGNAL PLAN SHEETS FOR SIGNAL REMOVALS -��---;<--_____ --a: i3 �E3 ^ \\O 3 3 _ 3 -- _ E — — — E ---_ E___E -- —__E__' -�Y==_.� W -------------- __— LL _ -- +00 —1-1-1 ----- So conn I�itgQI——I�fQ.�I--I�---I_8 I I�I I I I I I I I I I I - - I I RIVER STREET rW ---------------- ------------------ ----------------------------- c c c� ^ \'� ¢ -- -_..� SEE SIGNAL PLAN » -. _- E ......I `w 81 `I \�'• ' \ SHEETS FOR SIGNAL — _ I -- _..._..,....._.-.-...-.. - - _ll �.�:. - .,. I ! REMOVALS r I r—a ry I SALVAGE MUSICAL INSTRUMENT REMOVE BOULDER WALLS, SALVAGE STONES LARGER ^' { _ I I PLAYGROUND EQUIPMENT FOR THAN 24" DIAMETER FOR REUSE IN PROJECT, ' 3 REMOVETYPICAL. DELIVER COMPONENTS III AND HANDRALS ,i .>'. ' REUSE IN PROJECT SAVAGE CONCRETE MODULAR WALL B BLOCK FOR S FOOTINGS REUSE IN PROJECT, TYPICAL. NOTIFY ENGINEER IF 8 I BLOCK 52 PROJECT WORK AREA BY OTHERS I 4 — (SHOWN FOR COORDINATION PURPOSES/ REUSE IN NOT VIABLE III I� II 11 II!I �s IHERE110ERTIFVTHAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) - IR UN ER Y RECTSPERI51 dANO THATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 2 , 0 25 50 PR FE f 1 Ef 1 T! ST EsoTA. CITY ❑ F DRAWN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 �V L U G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT no HORZ. ,� Phone: (320)231-3956 -, N�ont�cella CHECKED e0,07 SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com REMOVAL PLAN �t ru i e�n9/2023 www.Bolton-menk.mm EN PRD,. ND. RIVER STREET EARTHWORK SUMMARY EXCAVATION COMMON (P) CU YD STREET 12684 SIDEWALK 1480 LANDSCAPE MEDAINS 1480 THEREBY CERTI EY THAT THISPIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) P ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE f 1 ER 1 T! ST ESOTA. CITY ❑ F pgAWN SryT�I(R 7 °p�y� WILLhone MINNESOTA 56201 �V L U G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT �I Phone: (320) 231-3956 , N�ant�cella CHECKED C 1.0 .1No ate ru i Qn/ 9/2023 �c M E N K Email: Willmar@bolton-menk.com EN Pgo No. www.bolton-menk.com TABULATIONS DRAINAGE TABULATION STRUCTURE NO. STRUCTURE LOCATION STORM PIPE STORM STRUCTURE LINE NO. FLOWS FROM FLOWS TO ALIGNMENT STATION OFFSET 6" PVC LIN. FT. 8" PVC LIN. FT. 12" RCP LIN. FT. 15" RCP LIN. FT. 24" RCP LIN. FT. SPEC.1 (R-1) LIN. FT. DESIGN 402048 402072 LIN. FT. LIN. FT. SPEC.2 EACH INSTALL CATCH BASIN EACH 4" CONC. HEADWALL EACH 1 C131B MH26 RIVER STREET 0+33.11 44.30 RT 15 3.2 2 CB1A MH26 RIVER STREET 0+57.70 18.67 RT 31 3.3 3 MH 26 EX PIPE RIVER STREET 0+29.24 30.26 RT 4 4 C83 MH2 RIVER STREET 5+03.48 0.00 90 5.4 5 CB4A CB3 RIVER STREET 6+25.71 0.08 LT 122 4 6 C134 CB4A RIVER STREET 6+69.63 0.02 LT 44 4.3 7 CBS CB4 RIVER STREET 7+72.75 0.04 RT 103 5.1 8 CB2A (EX) MH 47 RIVER STREET 4+11.62 25.8 RT 16 5.8 9 C132B MH2 RIVER STREET 3+95.53 15.16 LT 24 3.9 10 C132C MH2 RIVER STREET 4+53.37 26.29 LT 48 4 11 MH 2 EX PIPE RIVER STREET 4+13.44 0.00 16.2 12 PROP. BL. 52 STM PIPE (EX) MH 47 RIVER STREET 100 13 CB7 CB6 WALNUT STREET 1+23.31 98.95 LT 49 1 14 CB7A CB6 WALNUT STREET 75 1 15 C136 (EX)CB54 WALNUT STREET 1+70.50 113.33 LT 100 4 16 CB 22 (EX) CB 109 BROADWAY STREET 64+01.59 39.22 RT 53 5.6 17 CB 26 MH 25 BROADWAY STREET 65+41.10 31.26 RT 13 4 18 CB 24 MH 25 BROADWAY STREET 65+43.63 42.77 LT 62 4 19 MH 25 EX PIPE BROADWAY STREET 65+43.33 18.34 RT 5.6 20 CB 23 CB 24 BROADWAY STREET 64+01.24 35.17 LT 141 3.8 21 (EX) CB 197 (EX) CB 198 BROADWAY STREET 76 1 22 CB 28 (EX) MH 140 BROADWAY STREET 71+94.47 28.27 LT 64 4.2 23 CB 29 (EX) MH 140 BROADWAY STREET 72+57.46 46.23 LT 22 3.7 24 CB 27 (EX) MH 139 BROADWAY STREET 71+96.23 46.50 RT 60 3.1 25 CB 149 Future CB BROADWAY STREET (BLOCK 52 SIDEYARD) 70+19.77 117.50 LT 18 1 26 CB 10 APRON RIVER STREET (WEST BRIDGE PARK) 1 1 27 EX STM PIPE CB 24 BROADWAY STREET 65+22 54' LT 26 28 EX STM PIPE CB 23 BROADWAY STREET 64+34 48' LT 34 TOTAL 60 142 994 90 100 67.4 13.6 16.2 4 1 1 EARTHWORK SUMMARY EXCAVATION COMMON (P) CU YD STREET 12684 SIDEWALK 1480 LANDSCAPE MEDAINS 1480 THEREBY CERTI EY THAT THISPIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) P ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE f 1 ER 1 T! ST ESOTA. CITY ❑ F pgAWN SryT�I(R 7 °p�y� WILLhone MINNESOTA 56201 �V L U G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT �I Phone: (320) 231-3956 , N�ant�cella CHECKED C 1.0 .1No ate ru i Qn/ 9/2023 �c M E N K Email: Willmar@bolton-menk.com EN Pgo No. www.bolton-menk.com TABULATIONS 3 z VARIES 8' SHOULDER TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 0+00 TO 17+50 THROUGH THROUGH VARIES 8' SHOULDER 2'GRAVEL- SHOULDER VARIES VARIABLE SLOPE (SEE X-SEC'SS;,� 6" TOPSOIL SEE DITCH EMBANKMENT DETAIL 3 o: VARIABLESLOPE-_ VA RIE: (SEE X -SEC'S) 6" CONIC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL PAVED 6, - H-1 FI 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 22+85 TO 24+50 51.5' 11' 13' 9' 13' RIGHT THROUGH THROUGH 2.5%2.5�- 2'GRAVEL SHOULDER VARIES 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 48.5' CONC. PAVEMENT (A)- �-B612 CONC. CURB (SILL) (TYP.) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED PR FE OR UNE! YdRECT SIJP T' IS( lad AN05TA�Aj�Nypfd SOTAO JUST'u" ns ru IOn/9/2023Jy Ltru�U�,iOn/99/2023 VARIABLE SLOPE �(SEEX-SEC'S) 10' SHOULDER 2.5% 2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 24+50 TO 29+90 51.5' 4' 11' 13' SHOULDER THROUGH TWO WAY LEFT VARIABLESLOPE-- VARIES (SEE X -SEC'S) 6"CONC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL 12 BOLTON Wi2040 LPhoneI M3N0)E250T3156201 & M E N K Email: W .bolton-mnar@boItonk.com com www.bolton-menk.com VARIABLE SLOPE (SEE X -SEC'S) VARIES (7' TYP) 4' 48.5' VARIES - 11' V TO 13' THROUGH SHOULDEF RIGHTTUR L2 TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 30+88 TO 39+30 49' 2' GRAVEL SHOULDER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 3 51' 2' PAVED 11' SHOULDER VARIES SHOULDER THROUGH TWO WAY LEFT THROUGH 2.5% 2.5� 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 65+25 TO 66+25 GL -2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 50' 50' 0.67' 9' 12' 12' 13' 11' 9' SIDEWALK 11' PARKING THROUGH LEFT VA IES THROUGH THROUGH PARKING I VARIES VARIES VARIES SEE STREETSCAPE PLANS B612 CONC. CURB (SILL) FOR MEDIAN AREAS (TYP) 1' SUBSURFACE DO NOT PLACE AGG. 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN BASE WITHIN PLANTING AREAS BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 6" AGGREGATE BASE, CL 5 (2211) 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) MONTICELLO MINNESOTA SP 8605-59 (TH 251 CITY OF N�ontlG�lla D"E KED -14 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT J CLIENT PROING, DETAILS VARIABLE SLOPE (SEEX-SEC'S) VARIABLE SLOPE I ,.(SEE X -SEC'S) 3 s 0.67' SIDEWALK 11' CONC. CURB (SILL) SHEET C1.02 SHOULDER SHOULDER \\LE 2.5/ 2.5� VARIES VARIES VARIABLE SLOPE�� VARIES VARIABLE SLOPE (SEE X-SEC'S)i' VARIABLE SLOPE (SEE X -SEC'S) (SEE X -SEC'S) i 6" TOPSOIL 6" TOPSOIL 6" CONIC SEE DITCH 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) SEE DITCH SIDEWALK (2521) EMBANKMENT EMBANKMENT 6" AGGREGATE DETAIL BITUMINOUS TACK COAT (2357) DETAIL BASE, CL 5 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) NOTES: 6" TOPSOIL BITUMINOUS TACK COAT (2357) 1. ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT RECLAIM MATERIAL 2. PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY VARY FROM THOSE SHOWN ON THE TYPICAL SECTION TYPICAL SECTION 3. GRADE ALL TOPSOIL MATERIAL TO1"DEPTH BELOW BROADWAY STREET W (CSAH 75) CONCRETE SURFACES PRIOR TO PLACING SOD FROM STATION 17+50 TO 22+85 4. ELEVATIONS SHOWN ARE RELATIVE TO C/L AND DO NOT 3 2. 3 z PAVED VARIES VARIES z RELATE TO ACTUAL CONSTRUCTION GRADES SHOUDLER 11' 13' 11' 8' VARIES I THROUGH T TWO WAY LEFT T THROUGH J SHOULDER 1 2'GRAVEL- SHOULDER VARIES VARIABLE SLOPE (SEE X-SEC'SS;,� 6" TOPSOIL SEE DITCH EMBANKMENT DETAIL 3 o: VARIABLESLOPE-_ VA RIE: (SEE X -SEC'S) 6" CONIC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL PAVED 6, - H-1 FI 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 22+85 TO 24+50 51.5' 11' 13' 9' 13' RIGHT THROUGH THROUGH 2.5%2.5�- 2'GRAVEL SHOULDER VARIES 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 48.5' CONC. PAVEMENT (A)- �-B612 CONC. CURB (SILL) (TYP.) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED PR FE OR UNE! YdRECT SIJP T' IS( lad AN05TA�Aj�Nypfd SOTAO JUST'u" ns ru IOn/9/2023Jy Ltru�U�,iOn/99/2023 VARIABLE SLOPE �(SEEX-SEC'S) 10' SHOULDER 2.5% 2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 24+50 TO 29+90 51.5' 4' 11' 13' SHOULDER THROUGH TWO WAY LEFT VARIABLESLOPE-- VARIES (SEE X -SEC'S) 6"CONC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL 12 BOLTON Wi2040 LPhoneI M3N0)E250T3156201 & M E N K Email: W .bolton-mnar@boItonk.com com www.bolton-menk.com VARIABLE SLOPE (SEE X -SEC'S) VARIES (7' TYP) 4' 48.5' VARIES - 11' V TO 13' THROUGH SHOULDEF RIGHTTUR L2 TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 30+88 TO 39+30 49' 2' GRAVEL SHOULDER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 3 51' 2' PAVED 11' SHOULDER VARIES SHOULDER THROUGH TWO WAY LEFT THROUGH 2.5% 2.5� 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 65+25 TO 66+25 GL -2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 50' 50' 0.67' 9' 12' 12' 13' 11' 9' SIDEWALK 11' PARKING THROUGH LEFT VA IES THROUGH THROUGH PARKING I VARIES VARIES VARIES SEE STREETSCAPE PLANS B612 CONC. CURB (SILL) FOR MEDIAN AREAS (TYP) 1' SUBSURFACE DO NOT PLACE AGG. 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN BASE WITHIN PLANTING AREAS BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 6" AGGREGATE BASE, CL 5 (2211) 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) MONTICELLO MINNESOTA SP 8605-59 (TH 251 CITY OF N�ontlG�lla D"E KED -14 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT J CLIENT PROING, DETAILS VARIABLE SLOPE (SEEX-SEC'S) VARIABLE SLOPE I ,.(SEE X -SEC'S) 3 s 0.67' SIDEWALK 11' CONC. CURB (SILL) SHEET C1.02 TYPICAL SECTION TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 67+50 TO 68+25 WALNUT STREET 3 F FROM STATION 4+61 TO 7+00 50' 50' rL 0.67' 0.67' 39' 41' SIDEWALK 11' 9 13 13' 11' 11' 9' 06 14.5' 12.25' 3' 17' PARKING THROUGH VA IES LEFT THROUGH THROUGH PARKING SIDEWALK 11' 1' THROUGH THROUGH DIAGONAL PARKING B618 CONC. CURB PROPOSED SIDEWALK 8' CONCRETE VALLEY VARIES ARIES77� .1 VARIES VARIES (TYP.) CENTERLINE GUTTER ADE o s VARIAX-SEC PE�� T _ _ (SEE X -SEC'S) O B624 CONIC. CURB (SILL) SEE STREETSCAPE PLANS T VARIABLE SLOPE 1' FOR MEDIAN AREAS SUBSURFACE o �� (SEE X -SEC'S) (TYP.) DRAIN TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN 6" TOPSOIL 1 11/2" TYPE SP 9.5 WEARING COURSE (SPWEA240B) (2360) DRAIN RFACE DES. D MODIFIED DO NOT PLACE AGG. BITUMINOUS TACK COAT (2357) B612 CONIC. CURB (SILL) SUBSURFACE DRAIN BITUMINOUS TACK COAT (2357) CONIC. CURB (SILL) 6" TOPSOIL BASE WITHIN PLANTING (TMP') (TYP.) AREAS 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) 3" TYPE SP12.5 NON -WEARING COURSE (SPNWB230B) (2360) BITUMINOUS TACK COAT (2357) 6" AGGREGATE BASE, CL 5 (2211) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 6" AGGREGATE BASE, CL 5 (2211) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) TYPICAL SECTION TYPICAL SECTION RIVER STREET BROADWAY STREET W (CSAH 75) FROM STATION 0+58 TO 3+64 FROM STATION 69+50 TO 72+00 fL GL 40' 40' 50' 50' 0.67'0.67' 0.67' 19' 19' 0.67' VARIES 2. 8618 SIDEWALK 6' SIDEWALK 10.5'-15' PARKING THROUGH 13' 11' 11' 9' 8618 CONIC LEFT THROUGH THROUGH PARKING SIDEWALK 10' CONIC PROPOSED CURB (SILL) CURB CENTERLINE GUTTER OUT 1.50 GRADE —VARIABLE SLOPE 3.00 3.00% (SEE X -SE S) VARIES ARIES V� VARIES 5% —� f— o } 6:I CONIC •s: VARIABLE SLOPE \`� o 1' SIDEWALK (2 21) o o (SEE X -SEC'S) 11/2" TYPE SP 9.5 WEARING COURSE (SPWEA240B) (2360) 6" AGGREGATE BASE, CL 5 SEE STREETSCAPE PLANS SUBSURFACE 6" TOPSOIL MIN 1' FOR MEDIAN AREAS NOTES: BITUMINOUS TACK COAT (2357) DRAIN SUBSURFACE B624 CONIC. CURB (SILL) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB230B) (2360) (TYP.) BITUMINOUS TACK COAT (2357) B612 CONIC. CURB (SILL) 1. ANY VARIATIONS FROM THE TYPICAL SECTION (TMP.) DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS 6" AGGREGATE BASE, CL 5 (2211) DO NOT PLACE AGG. 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) 12" SELECT GRANULAR BORROW (6" BEHIND CURB) BASE WITHIN PLANTING 2. PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY AREAS BITUMINOUS TACK COAT (2357) VARY FROM THOSE SHOWN ON THE TYPICAL SECTION GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 3. GRADE ALLTOPSOIL MATERIALTO 1" DEPTH BELOW 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 6" AGGREGATE BASE, CL 5 (2211) CONCRETE SURFACES PRIOR TO PLACING SOD 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 4. ELEVATIONS SHOWN ARE RELATIVE TO CA AND DO NOT TYPICAL SECTION 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) RELATE TO ACTUAL CONSTRUCTION GRADES RIVER STREET 3 FROM STATION 4+93 TO 6+35 3 a TYPICAL SECTIONLL GL LD WALNUT STREET L7 37.5' 42.5 s FROM STATION 0+40 TO 3+81 0 17' Do fL m DIAGONAL PARKING THROUGH THROUGH PARKING 8' 28' 50' SIDEWALK 6' PROPOSED 17' CENTERLINE 8" CONC GRADE TRANSITION DIAGONAL PARKING THROUGH THROUGH PARKING VARIES 1.50% VARIES PROPOSED 1.50% 2 00% 2� 00% Vim. ARIES CENTERLINE GRADE VARIES SUBSURFACE VARIES 6" CONC — — Q 2.00% DRAIN VARIES SIDEWALK (2521 o 6" AGGREGATE BASE, CLS 6. CONIC 11/2" TYPE SP9.5 WEARING COURSE (SPWEA240B) (2360) SIDEWALK (2521) SUBSURFACE 1� 6" AGGREGATE BASE, CL 5 DRAIN 12" SELECT GRANULAR BORROW o — — BITUMINOUS TACK COAT (2357) 12" SUBGRADE PREPARATION (INCIDENTAL) STREETSCAPE AREA (SEE B618 CONC. CURB (SILL) 3" TYPE SP12.5 NON -WEARING COURSE (SPNWB230B) (2360) 6" CONC 8" CONCRETE PAVEMENT 6" CONC 6" AGGREGATE BASE, CL 5 STREETSCAPE PLANS) TYP SIDEWALK (2521) SIDEWALK (2521) ( ) 6" AGGREGATE BASE, CL 5 (2211) 6" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW 6" AGGREGATE BASE, CL 5 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SELECT GRANULAR BORROW 12" SELECT GRANULAR BORROW (6" BEHIND CURB) 12" SUBGRADE PREPARATION (INCIDENTAL) GEOTEXTILE FABRIC V GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (INCIDENTAL) STREETSCAPE AREA (SEE 12" SUBGRADE PREPARATION (INCIDENTAL) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 3 STREETSCAPE P IHEREBYCERTIEYTHATTHIS PIAN,SPECIFICATION, ORREPORT WAS PREPARED Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) ;� BY OR UN ER IY RECi5 PER 151 dANO THATI ADULY LICENSED BOLTON 2040 H MINNESOTA I2 EAST SHEET PR FE 1 Ef 1 T! ST ESOTA. CITY O F pgAWN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c a Phone: (320) 231-3956 N�ant�cella cxEpgEp DETAILS C1.03 JUST �c M E N K Email: Willmar@bolton-menk.com an ru iOn/ 9/2023 w .bolton-menk.Dom IENTPFW, NO, TYPICAL SECTIONS 3 FROM STATION 6+35 TO 7+84 z �L ac 37.5' 42.5 8' 11' 11' 8' PARKING THROUGH THROUGH PARKING 8' SIDEWALK 6' PROPOSED 8" CONC CENTERLINE TRANSITION GRADE 1.50 % 1.50% 2.00% 2.00% VARIES 6" CONC SIDEWALK (2521; 6" AGGREGATE BASE, CL! SUBSURFACE DRAI 8618 CONC. CURB (SIL (TYP.) EX. DITCH ELEV. TOPSOIL BORROW MEDIAN NOT TO SCALE VARIES 1.5' MAINTENANCE _\ STRIP 2-6% PREFFERED 10% MAX — 4% SEE STREETSCAPE SHEETS FOR MEDIAN DETAILS 1 1/2" TYPE SP 9.5 WEARING COURSE (SPWEA240B) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB230B) (2360) 6" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW (6" BEHIND CURB) GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) VARIES 2' 6" CONIC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 L2" SELECT GRANULAR BORROW 12" SUBGRADE PREPARATION (INCIDENTAL) FULL DEPTH RECLAMATION PAVEMENT SECTION 4" SHOULDERING MATERIAL CLASS 2 AGGREGATE MODIFIED NOTE: IN LOCATIONS AS DIRECTED BY ENGINEER SP 9.5 WEARING COURSE (SPWEA440C) (2360) NOUS TACK COAT (2357) 9.5 WEARING COURSE (SPWEA440C) (2360) NOUS TACK COAT (2357) 12.5 NON -WEARING COURSE (SPNWB430B) (2360) AND COMPACT RECLAIMED BITUMINOUS PAVEMENT OR EXISTING AGGREGATE BASE BITUMINOUS PAVEMENT NOT TO SCALE "TYPE 9.5 WEARING COURSE (SPWEA240B) (2360) UMINOUS TACK COAT (2357) FYPE 12.5 NON -WEARING COURSE (SPNWB230B) (2360) %GGREGATE BASE, CL 5 (2211) SELECT GRANULAR BORROW DTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) ...,3GRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PAVEMENT (C) NOT TO SCALE !" TYPE 9.5 WEARING COURSE (SPWEA440C) (2360) IITUMINOUS TACK COAT (2357) !" TYPE 9.5 WEARING COURSE (SPWEA440C) (2360) IITUMINOUS TACK COAT (2357) I" TYPE 12.5 NON -WEARING COURSE (SPNWB430B) (2360) ' AGGREGATE BASE, CL 5 (2211) .8" SELECT GRANULAR BORROW 3EOTEXTILE FABRC TYPE V (AS DIRECTED BY ENGINEER) UBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PAVEMENT (B NOT TO SCALE 1.5" TYPE 9.5 WEARING COURSE (SPWEA240B) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE 12.5 NON -WEARING COURSE (SPNWB230B) (2360) SHAPE AND COMPACT EXISTING AGGREGATE BASE BITUMINOUS PAVEMENT NOT TO SCALE DITCH EMBANKMENT DETAIL NOT TO SCALE i B612 CONIC. CURB (SILL) GUTTER OUT (TYP.) 1.5' MAINTENANCE STRIP PLOWABLE NOSE SEE STD PLATE NO. 7113A. PAID AS 6" CONCRETE WALK 1.4 MEDIAN—N. ti' .N 1:10 CURB FULL 0" 0" 4" CURB CURB HEIGHT HEIGHT PEDESTRIAN REFUGE & MEDIAN NOSE SECTION SECTION NOT TO SCALE 3" TYPE 9.5 WEARING COURSE (SPWEA240B) (2360) 8" AGGREGATE BASE, CL 5 (2211) BITUMINOUS PATCH SPECIAL �6 CONCRETE DRIVEWAY PAVEMENT (2531) 6" AGGREGATE BASE, CL 5 (2211) SUBGRADE PREPARATION (2112) 6" CONCRETE DRIVEWAY PAVEMENT NOT TO SCALE lt��2 TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 9.5 NON -WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 14" AGGREGATE BASE, CL 5 (2211) GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PAVEMENT (E) NOT TO SCALE NOTE: CONCRETE WALK SECTION TO BE APPLIED TO 6" CONCRETE WALK SPECIAL TYPE 1 AND TYPE 2 �6 CONCRETE SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 (22 11) 12" SELECT GRANULAR BORROW SUBGRADE PREPARATION (2112) 6" CONCRETE WALK NOT TO SCALE NOTE: PAVEMENT SECTION TO BE APPLIED TO 8" COLORED CONCRETE CROSSWALK (RED) AND 8" COLORED CONCRETE WARNING BAND (RED) �8" CONCRETE PAVEMENT (2301) 6" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW —SUBGRADE PREPARATION (2112) CONCRETE PAVEMENT 8" NOT TO SCALE THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, ORREPORTWASPREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE 1 1 Ef 1 TI ST ESOTA. CITY O F pgAWN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �P1�l�dg5�+ y� /'� �� Phone: (320) 231-3956 ,'i ontl�ella cxEaEp DETAILS C 1.04 - Nuryp Vd5�531 1 � p � 1.6t/19/2023 & M E N K Email: W .Ibol@n-rnen-menk.com IENTPROJ, NO, www.bolton-menk.com TYPICAL SECTIONS FACE OF CURB i 12" f 12" 3/4" / FT. 3:1 in 0 L 2' CONCRETE CURB & GUTTER DESIGN °DI! MODIFIED NOT TO SCALE 3" R 6" 0.5" R SLOPE 0.75" 6" OR 8" CONCRETE DRIVEWAY PAVEMENT PER FOOT q„ 244 BARS 6" 3' R 6" 0.5' R 2'X2' REBAR GRID USING #4 REBAR CONTINUOUS 0.5" R 13.5 SLOPE 0.75" 8618 CONCRETE 6618 CONCRETE P PER FOOT 3' CURB CURB &GUTTER a 4„ CURB &GUTTER TAPER (TYP.) MATCH ROAD SECTION-- a 0.5" R 13.5, 18" 18" 7" GUTTER GUTTER 1' (TYP.) •8„ WIDTH WIDTH SECTION A 7 t $ VARIES 14 4' TAPER (TYP.) SLOPE B" 1/2" EXPANSION 11„ JOINT MATERIAL '.% > CONCRETE CURB &GUTTER CONCRETE VALLEY GUTTER � MATCH DRIVEWAY OPENING DESIGN B424 NOT TO SCALE (SEE PLANS) MATCH EXISTING DRIVEWAY NOT TO SCALE CONCRETE CURB & GUTTER DESIGN B412 DRIVEWAY APRON DETAIL FOR 8618 CURB & GUTTER NOT TO SCALE NOT TO SCALE SLOPE 0.75" 3" R 6" 0.5" R PER FOOT SLOPE 0.75" 3" R 6" 0.5" R 0.5" R 6 135" PER FOOT 6" PSLOPE ER FOOTS" a .. 0.5,. R 13.5" 1 6 0.5" R 7" ?� t�s•R Z4 B 8 �(„/ z o 18” 1 8' MODIFIED DESIGN "D" 12° RRIe c�qR. D�Eq CONCRETE CURB & GUTTER CONCRETE CURB &GUTTER DESIGN B624 NOTTOSCALE DESIGN B618 CONCRETE CURB & GUTTER NOT TO SCALE DESIGN B612 vDDRR. �,q a w1pp1itin (Mq',NIL sEE ,awq � `o NOT TO SCALE PLAN 3" R 6,t 0.5 R 3" R 6„ 0.5 R 3.. R 6,t 0.5 R MATCH PAVEMENT MATCH PAVEMENT 6" MATCH PAVEMENT - SLOPE SLOPE SLOPE° r 6„ 5" 0.5" R 13.5° 6" 135„ 0.5" R � 13' a' 0.5" R ■Y� .�y-P. eeteJ 7" �,t aB,. xoh B„ 8„ Tlu� 3 Standard Plate Library Concrete Curb & Gutter CONCRETE CURB & GUTTER City of Monticello o�« atCatch PBasin CONCRETE CURB &GUTTER CONCRETE CURB &GUTTER 52 DESIGN 8624, GUTTER OUT DESIGN B618, GUTTER OUT DESIGN B612, GUTTER OUT R0.03-05 5004 - NOT TO SCALE NOT TO SCALE - NOT TO SCALE 03-15 i� 33 IHEREBYCERTIEYTYQJR SPIAN,SPECIFICATION, ORgEPORTWASPREPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECi5 PER 151 dANO THATI ADULY LICENSED gp LTO N 2040 HIGHWAY ITA ; SHEET PR FE ! 1 Ef 1 T! ST ELDTA. CITY ❑ F DRAWN SryT�IR 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ca Phone: r@b 231 -men , N�ont� do cxEDRED DETAILS C1. 5 JUST & M E N K Email: Willmar@bolton-menk.com x ru i On/ 9/2023 www.bolton-menk.mm EN PRD, No. STREET & SIGN STAIR -STEPPING AS SHOWN IS APPROXIMATE ONLY. BUILD WALL TO MATCH EXISTING .• . PROPOSED GRADES. 100, •' • APPROXIMATE BLOCKSFINISHED GRADE 8" COMPACT .yew . �����i�i�i�i�►i����� . � Bill RE­cnDrmr�ill op ��Ri li�ei:'C1ij�1i'C1i'CIN �iji�l�i�iii --� • STANDARD BLOCKS ELEVATION I, III I:IIj SINGLE MAILBOX SUPPORT POST ANCHORAGE DEVICE DOUBLE MAILBOX SUPPORT LV use . B 1 µ PEC o� Ra D ,Nc CLUSTER iIDI6:�wna6oxEsRnei%% MAILBOX w ONE: AREA SUPPORT MAILBOX HEIGHT & OFFSET TABLE L MDREss xulmERs PERHAa e losxr I aAssLT ---- aRe s ouTTrR xaml Ob �E LIOD T' - A6 I6 NODES, ®FOP OF CURB TO RUDDIR OF MUSOX "Or N UCR USnBLE SH... =22� EDGE LOCATION OF MAILBOX POST APPROVED PROPRIETARY MAILBOX SUPPORTS Mailbox Detail Standard Plate Library E1listing-Residential City of Monticello DOtO: 03-07 %0t° No. R6W.60: 5015 03-15 8" CAP BLOCK Street Sign ................... o TRAFFIC SIGN SPECIFICATIONS MODULAR RETAINING EXCAVATION LIMITS TRAFFIC SIGN SPECIFICATIONS WALL BLOCK AS ....... / AS STEEP AS POSSIBLE —R - DO AL: DO SPECIFIED / 1'11 : 2'V TYP 3 /FT, ALUMINUM SHALL BE 5052-1136 OR 6061-T6 ALLOY. Q A UMINUM SHALL BE: 5°52-1136 OR 6061-T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE .... ..................../ GAUGE SHALL BE .OBP roE LONGEST SIDE UP TO 30" . j REINFORCING GEOGRID rim ON THE LONGEST SIDE o .1 00 30 HE LONGEST SIDE NOTE: / (TO BE ROLLED OUT SIGNS SHALL BE NOTCHED3MR USE WM E-0.5° BRICRETS BLOCK COLOR IS PERPENDICULAR TO THE 2-3/B O.D. 9' S REE NAME SIGNS SHALL HAVE 6' UPPER CASE 3#/Fr.REFLECTING SHEETING SHALL BE DIAMOND GRADE. NATURAL GRAY WALL FACE AND PULLED TAUT E FAS WHITE ON GREEN HIGH INTENSNY GRACE SHEERNGALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, WITH WHITE SERIES E BORDER SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR PRIOR/ TO FILL PLACEMENT) o ALL SIGNS SHALL CONFORM TO SECTIONS 2SR4AND 3352, ^ HIGHWAY CONSTRUCTION. SIGNS AND MARKERS STANDARD SPECIFlCABONSONS EOR HIGHWAY CONSTRUCDON. / COMPACTED AGGREGATE BASE CHANNEL POST SPECIFICATIONS . . . . . . . / BOULEVARD ° GALVANIZED STEEL CHANNEL POSTS SHALL .............. CL S (2211) GRADE ° e � BE USED, 2.5 LB/Fi POSTS SHOULD BE Pi i USED THAT ARE PUNCHED ON 1" CC. —111 11 11 g GALVANIZED POSTS SHALL BE OF THE VIIII 111111 11115 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET a llf I "p SII TUBULAR POSTS SPECIFICABONS IN HEIGHT BETWEEN BOTTOM OF SIGN AND QZ . . . . . .� FINISHED GROUND. M.I _ Lr' / 4" PVC SII III a '°• 1111111 II TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC PERFORATED PIPE =111111 • �IIII q CONTROL SIGNS, SHALL VAR IN LENGTH, SHALL HAVE BOLTS, NUTS, AND WASHERS A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION IIIIIII o, m DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE MINIMUM AND BE GALVANIZED HARDWARE SHALL BE GRADE 5 SLOPE 1:6 TYP Y 1111 1 2-3/8" O.D., SHALL BE GALMNIZED ANO SHALL HAVE cowcRE E cRo.1111111IA WEIGHT OF 2L8./Fr. OR CADMIUM PLATED. tO y 4'-6" GRID NOTE: u Ip r EMBANKMENT LENGTH , WALL TO BE DESIGNED BY OTHERS NRE TO BE MN1 """ WAR BEFORE unax E E Eo D«,R., SECTION i MOLD —E STUNS ARE MOT IN6rA0ID Nurt�Moxs Ani ro � INsnuEo51R�` �nlarlPlaetl,ibrary TlTypical Traffic Sign Standard Plate Library r�Typical Traffic Sign Installation Installation LAST REVISION: lcell0 Dob: 03-05 ° "°• City of Monticello woe: 03-05 �• "0• ® BOLTON MODULAR BLOCK RETAINING WALL o4-zozl ReNead03-15 5017 Ravised:03-17 5016 & MENK � NOT TO SCALE PLATE NO. S 7-301 11EREBYCERTIFV THATTH15PIAN,SPECIFICATION,ORREPORTWA1PREPARED I6x[G MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUT ER Y RECi5 PEg AND THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE T EP J ST EGOTA. CITY ❑ F DRAWN �s , WILLlVIAR,one MINNESOTA 56201 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �PI�l�dg5�+ y /'� �� Phone: r@b 231-3956 ,'i ontl�ella cxEExEG DETAILS C 1.06 - NcIND Vd5�531 1 uD i1.6t/19/2023 �3e M E N K Email: Willmar@bolton-menk.com IENrPROI. rvo. (� % V .bolton-meonk.com STREET &SIGN COMPACTED BACKFILL AS SPECIFIED / PIPE MATERIAL AS SPECIFIED\ /r �% GRANULAR BEDDING 12"(MIN) �� �� AND ENCASEMENT 1 MATERIAL AS ?� SPECIFIEDOD 6'• OD + 24" LAST REVISION: ®BOLTON NON -RIGID SANITARY SEWER 04-2021 & MENK TRENCH PLATE NO. NOT TO SCALE 5-200 EXISTING SANITARY SEWER SERVICE / y SEWER SERVICE REQUIREMENTS FERNCO -GRADES- MINIMUM -1.0% (1/8" PER FT) / OPTIMUM - 2.0%(1/4" PER FT) MAXIMUM - 12.5% BEND AS REQUIRED COMPACTED GRANULAR BEDDING pl --SANITARY & ENCASEMENT MATERIAL if+1 RISER AS SEWER SERVICE NEEDED, ON 45° BEND UNDISTURBED EXISTING SANITARY FERNCO TRENCH SEWER SERVICE 45° BEND 12 WALL 45° BEND FLOW WYE OR FLOW SADDLE 45° WYE OR SADDLE TOP VIEW GRAVITY SANITARY SEWER NOTE: 1. WYES, BENDS AND PIPE SIZES AS REQUIRED BY PLANS AND SPECS 2. WHERE NO EXISTING SEWER IS INPLACE, INSTALL PVC CAP AND MARK LOCATION WITH 4"X4"X6' TIMBER & 3/8" X 4' STEEL ROD BURY 6" BELOW FINISHED GRADE SANITARY SEWER SERVICE AND SERVICE RISER, RECONSTRUCTION NOT TO SCALE I HEREBY CERTNY THAT THIS PIAN, SPECIFICATION, OR fJT'U5TAR�E1ORTNWypAfSd SPROETPAARE D NEYfURECLpO P�uIN. .V �s ru iOn9/2023 STANDARD MANHOLE FOR SANRARY SEWER p uw"o�c s.rs sw� M: car .mx m R..°°n vs -.+F '°"`°""'@"''"°'� DRAINAGE CT ®""° °°E"" ° "''"6• g°"'�°"W. DESIGN 4007 TRI. Standard Sanitary Standard Plate Library Manhole City of Monticello D.E. PwL. No 03-05 "eNie :03-15 3001 M1s ,xc amawmRs °s°sc FRAME CASnNG AND GATE VALVE NOT ON CENIERUNE RSR. FRAME CASDNC ON CENIFIWNE TRI.: Adjustment of Standard A:darl Plate Library Frame and Cover ty of Monticello D",03 ReNee°`03-15 1003 i,��1 aur I TOP OF SEVER 5 17 OR MORE I °�uw acEt r, Standa�::L Typical Service Connection City DOLS a°E. N.. .1.03-05 3004 USE NEENAH R -1642—A FOR LOW PRonLE APPLICAow USE NEENAH R1755—G FOR WATERTIGHT APPDCATIONS M �� ,n • I� COVER FRAME i�:l.rlPl.5ill nteyityof Mon :30 LTO N 2040 HIGH OT EAST CITU' ❑ F �_HEWILLhoneINNESOTA6201�c MENK Phone: (320) 231 -men Monti aADIN. Email:040 HI r@bolton-menk.com www.bolton-menk.com J Standard Frame and Cover 03-05 1 ' 1002 jZ:Ci:ty.f late Library Typical Trench Compaction and Class B Bedding onticello Dd. M"' N.. 03—OS "°'"ia :03-15 1007 w� BITUMINOUS BASE COURSE ADJUSTMENT DETAIL W= ZM BITUMINOUS WEAR COURSE ADJUSTMENT DETAIL Standard Plate Library Metal Casting Ring Adjustment Detail City of Monticello D.t.:11,W N., 03-08 ReHse°'03-15 1004 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C1.0 DETAILS SANITARY SEWER CONNECT WIRES slmr-sn FEncE aciic'�¢m�irE ExcixEn i Too oF'CUR osr m NNac cuae s- RE INssu,i� �: WITH REMOVABLE 1W 'DME llL THE CP CURB STOP INRTNlAlION (ixc OEMIL) ._ °. CONNECTOR C1 om Pnm ure O H'AT ER' S' 2" DAM. SCH 40 PVC P..— CONN. PIPE (INCIDENTAL) —OF OR SR E s ro" " xsn n DRDE nxsnm cRo� Cunni DNE �uN I SPECIAL CASTING ` s�E BRED ASSEMBLY FOR POSITION CURB BOX AND PVC ,m AS—UI� I CURB BOXES IN PIPE SO BOTH ARE ACCESSIBLE dmUxO UN _ ',�Yp ORWND UNE F-� Piro HORN SEER CONCRETE AREAS INSIDE THE CASTING ASSEMBLY ° _ try e'x ¢0•xwSU—. a ' CONCRETE" t t/4 • SNNro1PE vav (� mio SEE EOOR rs REQUIREDFOR . IND B,ATX)NNCY RDD T- B. MIN CWER OwlEld r s' oEEP M ? p I — FOR OEfN (TO—)) 0 R"N/2NUN .1 11 OP t a £ /� •STEEL VILNE Ewl .1WTFOR NEfXII° NEG.wH: CURP. c00N I. 2" DAM. SCH 40 MECALUCwA�uN / PVC PIPE, 24" LONG NEDauo LOOP 2' OF EACH 1 DD 4 C°PP° wERUNN C°""" NB %z L _ _ (INCIDENTAL) 1 TRACER WIRE IN aRocr x z• t TRACER WIRE WITH PIPE o;P�u — A„P°N BHD, Dr RDD TD CURD DNre Y E PE BLUE JACKET TO SEE SPEC. ,co B a acnlxc WATER SERVICE CURB STOP BOX xrmrwr AS sPEDIDm (ts1 t 4•J vuvE " axRO i¢ FE RODS. BE RESRNxEo DSInO TRACER WIRE WITH RED JACKET TO GROUNDING ANODE NOTES: 1. SPECIAL CASTING ASSEMBLIES ARE REQUIRED ON CURB STOP BOXES THAT ARE WITHIN CONCRETE OR BITUMINOUS SURFACING. 2. TRACER WIRE ACCESS BOXES ARE NOT REQUIRED WHERE A SPECIAL CASTING ASSEMBLY IS INSTALLED. Two: rroe: Typical Water Standard Plate Librax T��� Hydrant A:�Iarl Plate Librax Watermain Offset xx TRACER WIRE AT CURB BOX, AZIard Plate Library Service y Installation y x.xx INSIDE CASTING ASSEMBLY SPECIAL ty ofMonticello Imo: 03-05 Plat No. City of Monticelli Dat« 03-05 Pk to "°• of Monticello D¢ta: 03-05 Plaw No, NOT TO SCALE RrAwd: 2006 ReN0ed:03-17 2001 ':03-17 2005 03-15 NOTES: 1. VALVE BOX SHALL BE CENTERED ON OPERATING NUTS, STRAIGHT, FREE FROM DEBRIS, AND ALL SECTIONS UNBROKEN 2. VALVES IN EASEMENTS SHALL HAVE CHANNEL POST WITNESS MARKERS WITH REFLECTIVE "GV" SIGN 3. DEEP VALVES SHALL HAVE NUT EXTENSIONS INSTALLED TO ELEVATION TO ACCOMMODATE STANDARD 10' KEY; BOTTOM NUT SHALL BE BOLTED TO VALVE NUT AND ONLY ONE SECTION 4. COMPACTION WITH MECHANICAL TAMPER AROUND VALVE BOX SHALL BE PLACED AND COMPACTED WITH 2' LIFTS TO ACHIEVE 95% COMPACTION 5. GATE VALVES LOCATED WITHIN THE CONCRETE SIDEWALK SHALL INCLUDE TYP GATE VALVE & BOX A METAL SEPARATOR BETWEEN THE VALVE BOX AND THE CONCRETE ADAPTORS, INC. VALVE BOX SETTING TO GATE VALVE ADAPTOR BE 1/2 " BELOW BASE OR EQUAL OR WEAR COURSE AND �1) GATE VALVE ADAPTOR: AT GRADE IN TURF 1/4" STEEL WITH UNDERGROUND COATING VALVE BOX TO BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM 2) NEOPRENE GASKET INSTALLED FINISH GRADE z BETWEEN THE GATE VALVE AND 3: TYPICAL GATE VALVE ADAPTOR TO VALVE BOX & = z CONCRETE GATE VALVE ABSORB ANY PRESSURE OR COVER A5 SPECIFIED BLOCK MOVEMENT CAUSED BY ROAD ¢ Ja TRAFFIC BOTTOM SECTION s zz BON NETT SHALL BE PLACED 00 HALFWAY BETWEEN TOP OF FLANGE AND BOLTS REQUIRED GATE VALVE ADAPTER WATERMAIN— GATE ATERMAIN —GATE VALVE CONCRETE BLOCK 2 LAST REVISION: LAST REVISION: uX ® BOLTON GATE VALVE ADAPTOR o4-zozl ® BOLTON o4-zozl �� & MENK NOT TO SCALE PLATE NO. &MENK GATE VALVE BOX INSTALLATION (o NOT TO SCALE PLATE NO. 10 6-400 1 1 6-402 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REEpppPpppORT WAS PREPARED PR FE ORUf SER YJfURSE�C.TT' IS( IadAN05Tr� Aj�N1yW SUTR.SE D O LTO N LIST I O /19/2023/ ru�u r. � On/ I �c MENK 4' COMPACTED BACKFILL T\ AS SPECIFIED 4" POLYSTYRENE \1 PIPE MATERIAL MIN 35 PSI COMPRESSIVE AS SPECIFIED v y� STREN6" (MIN) GRANULAR BEDDING & ENCASEMENT MATERIAL � AS SPECIFIED INCIDENTAL \ OD+24" MAX LAST REVISION: ®BOLTON WATERMAIN INSULATION 04.2021 & MENK NOT TO SCALE PLATE NO. 6-202 2040 HIGHWAY 12 EAST CITY ❑ F slcNeO WILLMAR, MINNESOTA 56201 AW" Phone: (320)231-3956 /�i DNEae° On�7 Email: Willmar@bolton-menk.com it 1 w .bolton-menk.Dom J OUD. PBD', ND, COMPACTED BACKFILL AS SPECIFIED PIPE MATERIAL AS SPECIFIED t z 12" MIN GRANULAR BEDDING &� ENCASEMENT MATERIAL y� OD AS SPECIFIED 6" LAST REVISION: ®BOLTON PVC WATERMAIN TRENCH 04-2021 & MENK NOT TO SCALE -P1—TE--0---`I 6-200 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C1.0 DETAILS WATERMAIN BEARING (TYPICAL EE _- 111 - - TYPICAL 111 11- 111 11111-75% 111 -111 -111 -111 -11 -11 -III -111 � 0 III III_ 111111=III= =III=III-III 11111=III_ � 111 PLANS fill (IIII 111=11 -11111= =1 -UNDISTURBED EARTH (TYP) -111 II I II 1 1100% illll 111 OF TEE 100% OF - I H11 900 ELBOW =11 111 II1-11-1 75% IIi1=III=III 11=` PLUG OR CAP PLUG OR CAP WEIGHT OF CONCRETE "-11 TO RESIST 100% OF TOTAL THRUST 2 - #5 BARS _lig II III II IIIIII- \/F RTI('AI RFNfI NOTE: BEARING AREAS ARE BASED ON 250 LB MAXIMUM PRESSURE AND SOIL BEARING STRENGTH OF 2000 LB/SQ FT. ®BOLTON &MENK I FNG.TH 75%-11f IL' 75% 1. S' CIASB 5 REQUIRED 2. MATCH "B"O BASE THICKNESS 3. MATCH WSTINC BITUMINOUS WEAR THICKNE4 75%VIII II II 75% OF TEE 11E NATEHIOALM IXGVATED,D, VIII VIII (TYPICAL) IXI S 5 SECTION ANO PRIVATE HONG FIBER �P11 IC. M CV55 5 SECTION CIJRVF THRUST BLOCKING 3/8" TIE RODS =111=1 � 1=1 :: 6+- •:.:. 1=1 � 1=111- 100% OF TEE VALVE ARROWS (-) INDICATE THRUST DIRECTION NOTES: 1. FIGURE (100%) AT THRUST BLOCK INDICATES PERCENT OF TOTAL THRUST TO BE APPLIED FOR BEARING AREA. 2. CONCRETE FOR THRUST BLOCKS TO BE 2000 PSI. 3. RESTRAINING RODS ARE REQUIRED AT ALL TEES AND AT BENDS DEFLECTING 22-1/2° OR MORE. 4. WRAP THE PIPE WITH POLYETHYLENE WRAPPING PRIOR TO POURING THE THRUST BLOCK. 5. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 PSI. 6. THRUST BLOCKS ARE NOT REQUIRED ON PVC WITH SOLVENT WELDED JOINTS. CONCRETE THRUST BLOCKS NOT TO SCALE CARDBOARD SEPARATOR -11111 III 100% ' VIII III- IIL=II IIL=II •I''I VALVE IF SHOWN ON PLAN DEAD END SIDE THRUST PER 100 LB/SQ IN PRESSURE PER DEGREE OF DEFLECTION PIPE SIZE SIDE THRUST -LB PIPE SIZE SIDETHRUST-LB 4 35 14 377 6 72 16 486 8 122 18 665 10 197 20 790 12 278 24 1150 MULTIPLY THRUST BY DEGREE OF DEFLECTION TO OBTAIN TOTAL THRUST I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY PRUI ER YfUREC/TT' ( ISIOTdAN0V�AD � gO LTO N „o �MENK �YSlsrulQ I O /19/2023 LAST REVISION: 04-2021 PLATE NO. 6-207 2040 HIGHWAY 12 EAST CITY OF WI Phone MINNESOTA 56201 Monti & Phone: (320) 231-3956 Email: Willmar@bolton-menk.com w .bolton-menk.Dom L 1008 STANDARD PROCTOR DENISTY REQUIRED IN THE UPPER 3' OF THE POT HOLE AREA AND 95% BELOW THAT Standard Plate Library City of Monticello if Pot Hole of Private Utilities in Pavement Areas te: 04-08 Plate No. ':03-15 7008 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHECKED DETAILS CLIENTPRG,. No. WATERMAI N SHEET C1.0 100% BEARING AREA (SQ FT) PIPE SIZE DEAD END OR TEE 90° ELBOW 45` ELBOW 221/2° ELBOW 4 2.4 3.4 1.9 0.9 6 4.9 6.9 3.8 1.9 8 8.4 11.8 6.4 3.4 10 13.7 19.3 10.5 5.4 12 19.4 27.3 14.9 7.7 14 26.3 37.0 20.1 10.3 16 34.0 47.9 26.2 13.3 18 43.9 61.833.7 17.2 20 54.3 76.4 41.7 21.2 24 77.9 109.8 1 59.8 1 30.5 NOTE: BEARING AREAS ARE BASED ON 250 LB MAXIMUM PRESSURE AND SOIL BEARING STRENGTH OF 2000 LB/SQ FT. ®BOLTON &MENK I FNG.TH 75%-11f IL' 75% 1. S' CIASB 5 REQUIRED 2. MATCH "B"O BASE THICKNESS 3. MATCH WSTINC BITUMINOUS WEAR THICKNE4 75%VIII II II 75% OF TEE 11E NATEHIOALM IXGVATED,D, VIII VIII (TYPICAL) IXI S 5 SECTION ANO PRIVATE HONG FIBER �P11 IC. M CV55 5 SECTION CIJRVF THRUST BLOCKING 3/8" TIE RODS =111=1 � 1=1 :: 6+- •:.:. 1=1 � 1=111- 100% OF TEE VALVE ARROWS (-) INDICATE THRUST DIRECTION NOTES: 1. FIGURE (100%) AT THRUST BLOCK INDICATES PERCENT OF TOTAL THRUST TO BE APPLIED FOR BEARING AREA. 2. CONCRETE FOR THRUST BLOCKS TO BE 2000 PSI. 3. RESTRAINING RODS ARE REQUIRED AT ALL TEES AND AT BENDS DEFLECTING 22-1/2° OR MORE. 4. WRAP THE PIPE WITH POLYETHYLENE WRAPPING PRIOR TO POURING THE THRUST BLOCK. 5. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 PSI. 6. THRUST BLOCKS ARE NOT REQUIRED ON PVC WITH SOLVENT WELDED JOINTS. CONCRETE THRUST BLOCKS NOT TO SCALE CARDBOARD SEPARATOR -11111 III 100% ' VIII III- IIL=II IIL=II •I''I VALVE IF SHOWN ON PLAN DEAD END SIDE THRUST PER 100 LB/SQ IN PRESSURE PER DEGREE OF DEFLECTION PIPE SIZE SIDE THRUST -LB PIPE SIZE SIDETHRUST-LB 4 35 14 377 6 72 16 486 8 122 18 665 10 197 20 790 12 278 24 1150 MULTIPLY THRUST BY DEGREE OF DEFLECTION TO OBTAIN TOTAL THRUST I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY PRUI ER YfUREC/TT' ( ISIOTdAN0V�AD � gO LTO N „o �MENK �YSlsrulQ I O /19/2023 LAST REVISION: 04-2021 PLATE NO. 6-207 2040 HIGHWAY 12 EAST CITY OF WI Phone MINNESOTA 56201 Monti & Phone: (320) 231-3956 Email: Willmar@bolton-menk.com w .bolton-menk.Dom L 1008 STANDARD PROCTOR DENISTY REQUIRED IN THE UPPER 3' OF THE POT HOLE AREA AND 95% BELOW THAT Standard Plate Library City of Monticello if Pot Hole of Private Utilities in Pavement Areas te: 04-08 Plate No. ':03-15 7008 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHECKED DETAILS CLIENTPRG,. No. WATERMAI N SHEET C1.0 COMPACTED BACKFILL AS SPECIFIED y RIC PIPE iii BG CLASS AS SPECIFIED DIA SHAPE BOTTOM TO MATCH PIPE OD, \ �z PROVIDE BELL HOLE �� i ✓✓✓ AT EACH JOINT (IF g REQUIRED) PIPE DIA B 36" OR LESS BE + 24" 42" TO 54" 1.5 x BE 60" OR OVER BC + 36" RC PIPE CLASS IICII BEDDING NOT TO SCALE GRANULAR BEDDING & ENCASEMENT MATERIAL AS SPECIFIED 01,g 12" (MIN) j 0.15 Bc rr1r/ __qq 1616f�oilww 111 "qqll iIER R G m GU PLAN 0.10' ELEEUE VMION BEI INSTNL INFRR SHIELD CURB INLEF FRAME AND CURB BOX 'pt APPRO,ED EWPL) TERMAL CHIMNEY SEAL STANDARD CASING - NEENAH R -J067 -V ADJUSTNG RINGS B" a• LAIN ENC/SE CORN CON CRETEE CIX1AR HWHOLE COVER To BE aB• Ou CflflIX TWE II WITH 2a1 36• 6• OPENING CONSTRUCTION P150, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION MASONRY CONSTRUCTON © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Title: Standard Manhole for AStandard Plate Library CONCRETE DOGHOUSE REWIRED Monticello City of M Date: Plate No. �. ON OUTSIDE AND INSIDE OF EIRUCTURE AND PIPE CONNECTION 1 4001 �33 ReY" 03-17 -DIMENSION VARIES BASED ON STRUCTURE OWIEIFR RCP PIPE AANND 8 SE To 6E �REETEX01 MANxE � IYPE AIJB OR APPROVED EOWL 1. BASE TO BE GROUTED TO FORM A SMODW INVERT TO N1RET. SECTION 2. PIPE CUT-WIS TO BE LOCAT]I WHERE REQUIRED. CATCH BA IN MPNHOIA REOUIREp IN GREEN SPACES SHM1 BE WNSNULTEO OF PRECAST CONCRETE ONLY IN THE CASING SHALL BE NEENAH CATCH WAIN MANHOLES LOCATED ECCENTRIC TOP SLAB WITH A NEENAH - ADCORWNCE WITH Mn/DOT STAN—D PLATE 400BL. R- _ IN ORNEWPYS SHALL BE WNSTHUCTED WRH AN 27• ROUND OPENING. THE CPSIINO SHALL BE Catch Basin Manhole 03-05 Plate No. 03-17 4003 _ Er, NOTE: DRAINTILE SHALL BE TRENCHED INTO SUBGRADE EDGE DRAIN DETAIL NOT TO SCALE STANDARD FRAME & IVIG I AL t_A STEEL PIN 18 18" DUCTILE IRON GRATE/COVER SUPPLIED WITH STRUCTURE WITH LOCK DOWN LID 3" STUB DIAMETER > AS REQUIRED SEE PLAN FOR NUMBER OF PIPE CONNECTIONS & PIPE DIAMETER AS SPECIFIED NOTE: REFER TO PLANS FOR REQUIRED PIPE SIZE SUBSURFACE DRAIN CLEANOUT DRAINAGE STRUCTURE DESIGN SPECIAL 2 NOT TO SCALE G CASK ADJUSTING RINGS MAX OVER ROPDWAY SURFACE SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS M. WAIL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48' OR MY BE ASTM C 478 CONCRETE PIPE. SEE WDOT STANDARD e" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP 3 ® CONCRETEOR BOTTOM OF THIS SECDON). CAST -IN-PLACE 4, TC 10' CONCRETE OR MASONRY CON UCTON LBRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER Q STRUCTURE --1 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. Standard Plate Library City of Monticello s '-3 I HEREBY CERTIFY THATTHIB PIAN, SPECIFICATION, OR IIPMORT WAS PREPARED PR FE OR UN fEf YIUIRECT SUP T' IS( IQN ANGST qM Aj�N1yWE50TA0 I(�'p(�yJyjLp�jUp�, pI�V 0o B" Js JUST ans ru, ion/,,/. CONSTRUCTION P150, EXCEPT AS NOTED. Catch Basin Manhole 03-05 Plate No. 03-17 4003 _ Er, NOTE: DRAINTILE SHALL BE TRENCHED INTO SUBGRADE EDGE DRAIN DETAIL NOT TO SCALE STANDARD FRAME & IVIG I AL t_A STEEL PIN 18 18" DUCTILE IRON GRATE/COVER SUPPLIED WITH STRUCTURE WITH LOCK DOWN LID 3" STUB DIAMETER > AS REQUIRED SEE PLAN FOR NUMBER OF PIPE CONNECTIONS & PIPE DIAMETER AS SPECIFIED NOTE: REFER TO PLANS FOR REQUIRED PIPE SIZE SUBSURFACE DRAIN CLEANOUT DRAINAGE STRUCTURE DESIGN SPECIAL 2 NOT TO SCALE G CASK ADJUSTING RINGS MAX OVER ROPDWAY SURFACE SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS M. WAIL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48' OR MY BE ASTM C 478 CONCRETE PIPE. SEE WDOT STANDARD e" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP 3 ® CONCRETEOR BOTTOM OF THIS SECDON). CAST -IN-PLACE 4, TC 10' CONCRETE OR MASONRY CON UCTON LBRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER Q STRUCTURE --1 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. (2) MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16' OC. © MINIMUM STEEL REINFORCEMENT B" ® EgUIVP1ENT STEEL AREA IN WIRE MESH MAY BE USED © GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNR NOLE"�" MANHOLE.~ CATCH EXTERIOR CATCH DM PLASTERED OR BASIN BASIN CONSTRUCTION P150, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION MASONRY CONSTRUCTON © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Title: Standard Manhole for AStandard Plate Library Storm Sewer Monticello City of M Date: Plate No. 03-05 1 4001 ReY" 03-17 BOLTON 2040 RIG' OT '16 CITU' ❑ F �,A_EWILL40HINNESOTA56201 �c MENK Phone: (320) 231-39 nk.com ce aADIND. Email: Plane: www.bolton-menk.Dom J A L CURB IN FRAME AND CURB BOX NEDW1 NO. R-V CONCRETE .— INSTALL INFRA SHIELD (OR APPROVED MAUL) EXTERNAL CHIMNEY SLLL ADJUSTING Mn � a• MIN 2• MAX ENCASE IN CC— DO USE CONCRETE CURB MIX FOR COLLAR EQUALTO NYLOPLAST PVC BASIN PLAN FALL STORM SEWER CASTNG ELEVATONS FALL W TIE PLWS HAVE BEEN IDEPRESSED EE DALM' GUTTER EIF/ATW (SEE DEL 5003) 4" CONCRETE COLLAR NOT SECTION A -A POUR Aa' CWCRETE COMAR AROUND RINGS EXIENDING FROM WE CASING TO THE PREGST BECTON CATCH BASINS LDCNED IN DRIVEWAYS SHALL BE TYPE MOOT DESIGN H. THE CASTING SNLLL BE NEENAH R -3506-A2. IMe DRAINAGE STRUCTURE Standard Plate Library DESIGN SPECIAL 1 City of Monticello Dae: 03-05 Plate No. ReWead 03-17 4002 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS STORM SEWER SHEET C1.10 CASTING AS SPECIFIED GRADE SIZE AS SPECIFIED STEPS AS SPECIFIED jlN . r2 W K Q ADJUSTING RINGS AS SPECIFIED PLACE BITUMINOUS MASTIC BETWEEN SECTIONS -BRICK AND MORTAR STORM SEWER PIPE GROUT INVERT lio, PLAN OF COVER TOP BARS NOT SHOWN COVER DIA G AND EXTRA BARS (PER MnDOT STANDARD PLATE 4020) 2" MIN PLUG DIAMETER w ti PRECAST CONCRETE BASE OPTIONAL HANDLING DEVICE (PER MnDOT STANDARD PLATE 4011) ; TYPICAL DESIGN 4020 MANHOLE/CATCH BASIN REINFORCING T NOTES: DESIGNATION: (PER MnDOT (SEE MnDOT DESIGN DIAMETER -STANDARD PLATE# - W STANDARD PLATE STANDARD 1. AASHTO HS 25 LOADING MAX DESIGN 48-4020 OLE in FILL HEIGHT 15' MANHOLE IA PLATE 4020) 2. THE # 4020 SHALL BE SECTION A -A PERMANENTLY MARKED ON THE TOP COVER 3. EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED DRAINAGE STRUCTURE 4. REINFORCEMENT PER SPEC DESIGN 4020 3301, GRADE 60 A SINGLE 0 HOOP OF 8ga STEEL WIRE NOT TO SCALE I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FEOR UNE! Y�JfUgRS5E��C++T SIJP T' IS( lad AN05TA�Aj�Nypfd SOTAO JUST�IJ 53>• rU i On/ 9/2023Lp�ru�U�,� � On/99/2023 :30LTON 2040HIGHWAY12E ; CITU' ❑F �,A_EWILL40HMINNESOTA 56201�c MENK Phone:(320)231-3956ontfce aN. Email: Willma,320) 2on-menk.com www.bolton-menk.Dom J MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS DETAILS AND STORM SEWER SHEET C1.11 A NON-WALKABLE WALK OR WALKABLE P SURFACE O 2% OO MAX. F STRAIGHT FORMS WALK S MAY BE USED O S /FL Or FLARE NON-WALKABLEOR BACK OF CURB F ON WALKABLE O4 QIAGONAL FLOW LINE 0„ 0,1 01 0 SURFACE 2% 011 MAX. ONLY BE USEY AFTER ALL FRONT OF GUTTER O 8 p OTHER CURB RAMP TSHALL PES HAVE BEEN A F EVALUATED AND DEEMED IMPRACTICAL PERPENDICULAR FANQo NOTES- A-61 F LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK RAMP CURB APPLICAKE WHENFTHE EIS OVERR50%ISTANCE,ONLY O” INITIAL O 11 SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. S CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/41, DEEP NON-WALKABLE OR NON-WALKABLE OR VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. WALKABLE SURFACE 4 4 WALKABLE SURFACE ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. HUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN (6 BELOW. FLARE FLARE TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF Q1 O O" O" Q3 Q1 O REINFORCEMENT FORMED RAN INDEPENDENT (RUNNING SLOPE FOLLOW 5 ON ESHEET A6 OFE 6Y F IN SIDEWALK FOR ALL SEPARATELY POURED INITIAL LANDINGS. A 7 WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. TIERED PERPENDICULAR MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. C 11 MODIFIED FAN 0 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS 7 2 SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24 IN THE PATH OF TRAVEL. DETECTABLE WARNING USED WHEN RIGHT-OF-WAY TO COVER THE ENTIRE PAR WIDTH OF SHARED-USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK F CONSTRAINED WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE O" IS © WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. 5 /THAN 2 8 WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THELENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE EER 20 FEET. F ARC TINCHAN 2 RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. 0 0" 0" 0 F Q1 MATCH FULL HEIGHT CURB. I Q2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. C 03 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. 0 PARALLEL O AND RETURNED CUf{BS PICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES 0�� Ol 11 O5 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. CURB OR VAR. 4' 0" MIN. CURB AND WALK. O THATGTHEEGRADEKBREAK TRAVEL.(TYPICALUFOR RAMP REQUIRED LANDING IS PERPENDIICULARRTOOTHEEDIRECTION ALL) GUTTER " 1/4 R. O 7 Q7 WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, a0.02 IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. FT./FT. MAX. 4' 0" MIN. S SLOPEASHOULDTBE USED OVERLVTCIIRBNTOEREDUCEBTRIPPIHOSHAZARDS ANDSFACILITATE UNNING > 0.05 FT./FT. AND REQUIRED LANDING SNOW & ICE REMOVAL. s0.083 FT./FT PREFERRED 1/4" R• — — — — 8 A 7' MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. 6" CONCRETE WALK 9 PAVE FULL WALK WIDTH. 0.02 FT./FT.MAX. DEEMEDHIMPRACTICAL USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN SECTION A -A G EVALUATEDSAND CURB OR PERPENDICULAR/TIERED/DIAGONAL — — 6" CONCRETE WALK „ — 11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. CURB AND O © HT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT GUTTER SECTION C-C BOULEVARD ORM SIDEWALK GRADES PARALLEL/DEPRESSED CORNER 1 5 CURB OR LEGEND CURB AND VAR. 4'0" MIN. S THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE GUTTER RAMP REQUIRED LANDING CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. �^ 1/4" R. — — — INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN aFT./FT. 5.0% MINIMUM AND 8.37 MAXIMUM IN THE DIRECTION SHOWN 0.02 AX. Cr AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. > 0.02 FT./FT.AND F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER 5 0.05 FT./FT PREFERRED 10" THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN Q AND CROSS SLOPE SHALL NOT EXCEED 2.0%. 6" CONCRETE WALK 1 LANDING AREA - 4'X 4'MIN.(5'X 5'MIN. PREFERRED) DIMENSIONS AND MAX SECTION B-B ® 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. DEPRESSED CORNER FAN X" CURB HEIGHT REVISION: PLAN 5-297.250 1 OF 6 M11STANDARD PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 //110p APPROVED: 11-04-2021 qi;_A, --Pi`�- MINN@SOTA afl,,, REVISED: dh OPERATIONS DIVISION l DEPARTMENT yn' STATE MA OF DES PROJ. N0. (TH ) SHEET N0. OF SHEETS TRANSPORTATION STATE N ENGINEER � "'s PLAN, s"E"`""°" °RREPORT w" HREH""`° BVf��1'F`E��OR`UN ER f�V pplIRECT St9lL, ANO THA TI AA���pp&11 LICENSED - MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET PRVi Er! aryyrsT�Cp�wE=°TA. vI Ut/ 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 Phone: (32012314956anticclla ,' �� T } �[ 11 oRnwNI C1.12 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT M E N K Em ail: Willmar@bolton-menk.com � DETAILS JUST �(Vpdq$�. �^ /'�� 11d515� 1 u Il b6/l9/2021 www.bolton-menk.com 11N*aRoJ.No. PEDESTRIAN CURB RAMP NOTES: WALKABLE SURFACE RAMP Q F 6 LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF T14E APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICA6LE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. O 8% TO 10% SLOPE SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. 2'MAX oil O CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. �lJ THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). 0" Q S © SURFACEKABLE DIRECTIONAL RAMP WALKABLE �f O" 2 Q3 Ac"r S O BACK OF CURB �..&, 0" 5" AX O FLOW LINE FRONT OF GUTTER FLARE Q 5'MAX4'MINIMUM NON -WALKABLE SURFACE 0 I I p' S O TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3 MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ES ALLOW ED. CONCRETE WHEN ADJACENT TO TURF.WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR.ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN IF NON -CONCRETE BLVD.IS20 l COMBINED DIRECTIONAL CONSTRUCTED AND IS LESS THAN 2' """""""""""""" IN WIDTH AT TOP OF CURB p" FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES & 1 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. . PAVEWIDTHNTE TO IADJACENT BACK ON RAM CURBP Q 1 MATCH FULL CURB HEIGHT. O Q2 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. ONE-WAY DIRECTIONAL MINIMUM qPEERRU7BNDAERDBETEERDS)DOMES)STANDARD ISTNCREQUIEWNOME. GRADE GRADE RAMP BREAK RAMP BREAK 1 MAX. 2.0% SLOPE 1 MAX. 2.0% SLOPE 3 IN ALL DIRECTIONS IN ALL DIRECTIONS ® THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. QS WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHALL BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK 0' 0' 3 2' MIN 2r 4,9' 3 LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. D MAX. 2.0;' SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. O 11 O FLARE BLE PEDESTRIAN ® 87 TO 107 WALKABLE FLARE. PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. PUSH BUTTON PEDESTRIAN QFRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE PATH SURFACE, AND 51 MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED Q _ _ _ — — OF TRAVEL WITHOUT RAISED OBSTACLESSTHAT COULD MISTAKENLY BE PAVED SURFACE AJ USER TO A WHO ISVISUALLYUALLYP IMPAIRED. ONE-WAY DIRECTIONAL WITH DETECTABLE Il RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS WARNING AT BACK OF CURB S SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. © FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH.THIS ENSURES A DETECTANLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. D ©THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. ® TO BE USED FOR ALL DIRECTIONAL RAMPS,EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. O PLACE 2 NO.4 BARS 4 INCHES FROM SIDE OF FORMS WITH A MINIMUM 2 INCHES OF CONCRETE COVER ALONG EACH SIDE OF FLARE (INCIDENTAL). RAMP 1.0% MIN. LEGEND 2.0% MAX VAR.RAMP THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. NON -WALKABLE OR WALKABLE SURFACE (D .. .< a T <,�d 0" 6" CONCRETE WALK BACK OF CURB 2,0%-3.0% OilFLOW LINE GUTTER SLOPE 0 SEMI -DIRECTIONAL RAMP 03 O4 O 3 -DOME SETBACK,4'LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB Qs INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN j AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4'X 4' MIN. (5'X 5' MIN. PREFERRED) DIMENSIONS AND MAX ® SECTION D -D FRONT OF GUTTER PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT THE PUSH BUTTON (DEAD-END SIDEWALK) CURB FOR DIRECTIONAL RAMPS 14 REVISION: APPROVED: 11-04-2021 M11STANDARD PLAN 5-297.250 2 OF s PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 _ FA M INN @ SOTA 4fk" � REVISED: (/ Ef dFERK OPERATIONS DIVISION DEPARTMENT l TRANSPORTATION STATE DES N ENGINEER STATE PROJ. N0. (T.H. ) SHEET N0. OF SHEETS �"ISPTAN,SPEEECATION,ORREPORTWASPREPARED IV���1'`�FE��O I ER f/IV RECT St91LI ANO THA TI AAA���ppp OfLICENSED IN Er! a ryy fsT�Cp�wr,,,,. vI Ut/ O LTO N M E N K 2040 HIGHWAY I2 EAST W 2 R, MINNESOTA 56201 Phone: (3201231-3956anticclla Email: Willmar@bolton-menk.com www.bolton-menk.com �I`"`� �' - �� T } �[ 1 oRnwN `"""� IFNT aRo�.No. MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET C1.13 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT DETAILS PEDESTRIAN CURB RAMP JUST(Vpdq$�. �^ /'�� 11d515� 1 Ilb6/l9/2023&1 INSET B VAR. INSET A INSET A INSET A RAMP FRONT OF GUTTER FRONT OF GGUUTTER FRONT 0� G� ITER O BACK OF BACK OF CURB/ BACK OF CURB/ EDGE OF WALK/ O 1/4'O FLOW LINE FLOW LINE EDGE OF WALK °.• °., ° FLOW LINE EDGE OF WALK lO ° °.a,. ,.. 2-5% 04 Oq X1/4 O4 1/4 O 2-3% 3% e • ;•�°° n °.p .Ae 0 °. 4'.A o o' °. D'.p :0 .D •.p. .A a °. D'.A a � ° • :e4�1/41 114" 6 CONCRETE WALK :o�..; •.'. `•. :o�a.; :off.., �^ :.D...'b :.o.D °:w �:'� D•:Ae :D 4•�'a .'4e .•. 'o•. o, a'.o. •e:p Ds•"�. o'. D.•s •'�. a•. D. Da• °. 4s. Aoe .Qa• �.p .p.e•'•'O4• °. as.A ps.. 'e •'.O.oe� .' 0,'n. ; .0 a ::p'oe ,. Q .• p .. 24" 8-12" 2411 8-12" 24"BACK OF PERPENDICULAR OO EDGE OF WALK/ NON PERPENDICULAR FOR CURB MACHINE PLACEMENT AROUND RADIUS 03 PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE) PROJECTED FRONT OF GUTTER FLOW LINE O O 5X MAX. SAWCUT BIT. 1/4"D' o MILL VERTICAL O & Oq PAVEMENT O& O o '• :.; • '•' o ; ° • ; '• .• .• D EDGE REMOVE &REPLACEe2 BITUMINOUS EXISTING BIT. ° EXISTING BIT. BIT. PAVEMENT 1/4" MIN. TO PAVEMENT MILL &PATCH PAVEMENT D': e. D'. D.e>.a'De.�.. e, " . , :o .Den .. D . D ° 1/2" MAX. '. :p 17" P o D 4.e o:."0 p' o..0 ":: rA o..yi.•a'a�,:; n•°a;'; 4':°' +o. a;'; e:: 24" 8-12" o.. 4 4' u.. d'° . 4 0 4:: ••, a;^:?'. . :?'. '• b•y 0.4°• 0'4 '. '' °'. a '.4 4:". 4''' 4'4°•.4''• ?'°.°. 4'"• °•, A''' o °•"•4.'. 0, 4.°'. A.'. o•4 c, dr. 0.4 °•, R.'. •p: ,•°. ., ,•p. •p: ., ,•p. .'p .'p: .'p: •.'. .0•. °•4•'°.i °'a. '°,i: 4. '°.a°'4•°'..'d•°°'4••..G'°°. 4••'..'Q•°e.4••.'4 •°°'4'• •°°.4 •°..'.4 •�°: 44 .4%K 4'0...4 •'°;4••..4 •'° .'. ., •. a': 4 e: INSET B : <•:o°.aa.°: o". ' • a'a: °'. 4 ; ' °'. A ; • ° 24"MIN. 24"MIN. . OUTFLOW GUTTER ® °4";":a"`e:'a"<'.';'`;:'4 '.'o� ?:: o'• o': o� ?:: SAWCUT SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT INSET A PAVEMENT CONCRETE BASE EXISTING EXISTING BIT. 2" BIT. PATCH CONCRETE PAVEMENT x PAVEMENT &04 a 0. , r 1:3 MIN. TAPERaa'.;..°4''..;Q'°e;V4',<'..'a'°e;4'<'...a... ° ° w I 1:5 PREFERRED TAPER o';o:o.':o'•o'.o?::o•o';do.':4',0'.'0?.':0'•0'.0: t'•.i;',•.'4.o,i:°',•.'4' '• °' (UPSTREAM SIDE) . d o'.'o ?::o'•o':o ?::o',0'.'0'?.':o'•o':n ?. 1� ° ' 4. "a. i ;'. °. • 4. '.. i • ' 4. '.. i ;'. °. • 4 "•. i o ' 4. '°. i : °• 4 ' . a • 4 : ° 4 ::4. y ; • . ; V . a . "4 "4. • : '°.i e•a l� I •n.4 : :4.°:°. 4... o•' o' °4•'O.i • '°.i e', °.4. '°,i :'• Q 'i.•°. 4;°:4;:i'•a;•`: v';i-4;•°: e':a �°;•':4';a n;,°: °. °'. 4•; 4.°. t/2 , 'd 4'"''4 •'. 4';'4•a.°". 4';'4'4 °•. A•"'?'°.°.,4.;.0.4°.4.' p p e.:ae a;:o•°;:;e.,0.°°;.:: e••o-e;° 2 I 4•°..4• °: 4.O. 4• °; 9'. .. p• . 24" MIN. ONLY ALLOWED PER ENGINEER'S APPROVAL Z PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER W FOR USE ON CURB RAMP RETROFITS c HOLD TANGENT 5' W I PAST OUTSIDE ZERO NOTES: ' POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. N p NO PONDING SHALL BE PRESENT IN THE PAR. I ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. 7i �� / O1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER SMALL RADIUS FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 4 21-101 TYPICAL FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON 20'MAX.RECOMMENDED ¢ i PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. TO NOT AFFECT PARKING ~ w ,� or �BEGIN GUTTER SLOPE TRANSITION 10'OUTSIDE OF ALL CURB RAMPS. In ; 04 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". zHOLD TANGENT 5' o � / OS ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PAST OUTSIDE ZERO V) PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. LARGE RADIUS VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 20'-40'TYPICALTOP 9RADIUS 1:3 MIN. TAPER g FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. (DOWNSTREAM SIDE) ' TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER SMALL ELEVATED ROADWAY SEGMENTS. 2'-10'TYPICAL 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. COMBINED DIRECTIONAL OD OO HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 01 (COMPOUND RADIUS) THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR DIRECTION OF TRAFFIC APS INTERSECTIONS WHERE SPACE IS LIMITED. MAIN STREET PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. REVISION: STANDARD PLAN 5-297.250 3 OF 6 mllPEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 //110pAPPROVED: 11-04-2021 qi;_A, --Pi`�- MINN@SOTA afl,,, REVISED: dh OPERATIONS DIVISION DEPAROF TMENT yn' STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS DES N ENGINEER TRANSPORTATION STATE BV OR`UN ER f/IV HIS LAN,SPIEOPId ANOTHATIAA���ppp1T III CENSED ��FE� "'s"`""'s"E"`""°"'°RREP°" "PREP""`° 'N I Er! a bf T"EuJv y�sr�Cp�w E=.TA. 2040HGHWAYI2 EAST MINNESOTA O LTO N W LLMAR, MINNESOTA 56201 -POO �' - T } •[ 1 oRnwN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET LJ I °UL U,� �+ I Ut/ Phone: 56 �� . MontiCeno `IA.' DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C1.14 DETAILS M E N K Email: Willmar@bolton-menk.com JUSTlVpdq$�. �^ /'�� 11d515� 1 Ilb6/l9/2023 www.Bolton-menk.com IFN*aRoJ.No. PEDESTRIAN CURB RAMP PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH LANDING; @ACK MATCH CE /-71 pF CURB HEIGHT �- MATCH INPLACE WALKABLE WALKABLE CUR@ CURB HEIGHT DETECTABLE FLARE FLARE - - - - - - - - - - - - CURB RAMP CUR@ ------------ BACK OF WALKABLE WALKABLE SURFACE SURFACE TAPE R \\ I 6 8-10% 8-10% O \ pPEF( I 11 O ONCRETE m ONCRET UFt6 I FLARE FLARE 1 O I >.,o:,.'o �> NEAREST CUR@ ,v:,.'.,.> RAIL 2 1 2 TAPfR TAPER Q u ° o ° ..D i C URB D ° �, ° 3" MINIMUM CURB HEIGHT, 4" PREFERRED CROSSING I 4' 8.5" o. o::,: _� SURFACE PAVED FLARES (MEASURED AT FRONT FACE OF CURB) I o o . ADJACENT TO WALKABLE SURFACE FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) I o.� ; °' DETECTABLE EDGE WITH LANDING ; CURB AND GUTTER I s PEDESTRIAN GATEARM EDGE OF I 1 NON -WALKABLE RAMP NON -WALKABLE ROAD I RAILROAD SURFACE SURFACE GATE ARM O DETECTABLE , 8-10% 8-10% 5 I WARNINGS CONCRETE m CONCRETE FLARE FLARE 1'MINIMUM 5 �4.5'�4.25' o. ef 8.75' 2 I 1 I 2 6 RAILROAD CROSSING PAVED FLARES ° 5 5 PLAN VIEW ADJACENT TO NON -WALKABLE SURFACE NOTES: EDGE OF INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT.INCREASE CURB TAPER 6 ROAD LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH -------- , ADJACENT BOULEVARD OR SIDEWALK GRADES. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. LANDING; A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT DETECTABLE EDGE WITHOUT CURB AND GUTTER RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN B'LONG MEASURED ALONG THE / RAMPS FROM THE BACK OF CURB. RAMP Q1 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. NON -WALKABLE // � NON -WALKABLE SURFACE �� SURFACE Q2 FULL CURB HEIGHT. // 8-10% 8-10% Q3 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD //GRADED m GRADED \ CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE / FLARE FLARE \ ///r/�/ OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. Q4 TYPICALLY USED FOR MEDIANS AND ISLANDS. // 8 QS WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. GRADED FLARES ��//���%///j/Uili� �`````` IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED V FROM AND/ORTHE EDGE OF BITUMINOUS ROADWAY O O 2' ALL CONSTRUCTED CURBS MUST HAVE ACONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE Q EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A CURB DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS. AND UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT LANDING; CURB DESIGN V CURB DESIGN V SEE PEDESTRIAN SEE PEDESTRIAN CONCRETE RAMP 1/211 R. TURF OR 6" YAR. 4„ TOP OF GUTTER DESIGN V B B A CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. Q8 DRILL AND GROUT 1 - N0.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. APPROACH NOSE APPROACH NOSE o a. CURB & 0 Q9 DRILL AND GROUT 2 - NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT DETAIL DETAIL NON -WALKABLE NON -WALKABLE m A. : ^' : c 4 oa.c. a a, 7 GUTTER 2' BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. OO SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (1. RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SURFACE SURFACE T SHEETS I & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE t SECTION A -A SECTION O TAPERS AT 0"-3" AT B-10%, THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. 1,11 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12- MINIMUM TO 15- MAXIMUM FROM THE NEAREST 6„ �__ O O A RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12'MEASURED PERPENDICULAR TO THE NEAREST RAIL. RETURNED CURB ® TURF TOP OF SIDEWALK CONCRETEThh/2 ® © WHEN OPPOSITE THEIAN RAIL, 2T FROM THEPROVIDED, CRITERIA PLACED OVER SIDE APPROACHINGDETECTABLE GOVERNSTHE OFWARNING THE GATE ARM. H THISSHALL NOTE THE GATES 0 CROSSING SURFACE SHALL EXTEND 2 MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED USE PATH. TYPICAL SIDE TREATMENT OPTIONS Q@ 6' PEDESTRIAN APPROACH 0 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. NOSE DETAIL Q SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE 3„ (FOR RETURNED CURB BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. SIDE TREATMENT) 6 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. O SECTION B -B EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. REVISION -STANDARD PLAN 5-297.250 4 OF 6 PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 //110p APPROVED: 11-04-2021 qi;_A, --Pi`�- MINN@SOTA aft,,, REVISED:dh OPERATIONS DIVISION DEPAROF TMENT yn' DES STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS N ENGINEER TRANSPORTATION STATE BVf�1ENERFE�/YR`ER ERf/IV RECT PLAN, 11111 ANOTHATI AA���ppp RT CENSED � "'s"`""'E"E"`""°" °R""°"WASPREPARE° FRV I Er! a bRsT�Cp�wrEOEA vI Vt/ QLTO N W 2040 HIGHWAY I2 EAST LLMAR, MINNESOTA 56201T Phone: (3201231-3956anticclla ,' - } �[ 1 -NEO wN `HICK° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET C1.15 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS M E N K Email: Willmar@bolton-menk.com JUST(Vpdq$�. �^ /'�� 11d515� 1 U Ilb6/l9/2023 www.bolton-menk.com IFN*aRoJ.No. Ll NOPEDESTRIAN CURB RAMP V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING 1/2" R. 16_ . VARIABLE •4;°' �+�, HEIGHT H 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE B BUTTON TO EDGE OF SIDEWALK V -CURB MUST NOT EXCEED 10 INCHES 4" PEDESTAL POLE J or (LINE UP CENTER OF POLE WITH THE BACK OF V -CURB) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V -CURB 1:2' WIDE URB Y-CRB 30" X 30" SQUARE PEDESTAL FOUNDATION (MUST BE FLUSH WITH THE SURROUNDING WALK) SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) REVISION- APPROVED- 11-0��_^/4,[/I-20'►�2111� -' FflEY/P- -Pid- - INS OPERATIONS DIVISION 1/2" R. I � " R V CURB INTERSECTION EXISTING, WALK 3 BUILDING V CURB ADJACENT TO OR BARRIER 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE MUST NOT EXCEED 0 INCHES BUTTON TO EDGE OF SIDEWALK A 1 CURB 6" WIDE V -CURB 4" PUSH BUTTON STATION POLE A� 18" WIDE BY IB" LONG, MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP (SADDLE ADAF 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V -C ��%% HIS PLAN, SPECIFICATION, OR RAAEE���PpppORT WAS PREPARED PR63I ER�RVJ RE fTR IS AN0 5 Q pl��EyN E50TA.LflIEEN O IU F. ani rub ian,,,1`.. SECTION A -A PUSH BUTTON STATION (V -CURB) LTO N Wl2040 PhoneIM32 231-A395 66201 M E N K Email:ww@boNon-monk com www.bolton-menk.com CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W <6" 4" k6" 6" TNSFT A - EXISTING VARIABLE I I HEIGHT ' H I 6" I 4.5% I TRANSITION PANEL O4 ® (VAR.) i I � I I , I I I (VAR.) I NOTES: INSET A A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O LEAVE CONSTRACMI MINIMUM V2"PRTOOP GAP PAND ISEAL W THIAMNDOT APPROVEDPSILICONE PERSION. MNDOT SPEC 3722. Q4 THE MAX.RATE OF CROSS SLOPE TRANSITIONING IS I'LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 61 OR THE RUNNING SLOPE IS GREATER THAN 5%. DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.07. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. (S� INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 1T 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. mll STANDARD PLAN 5-297.250 1 5 OF 6 APPROVED: 11-04-2021 MINN@SOTAl REVISED: DEPAROF MA TMENT STATE PROJ. N0. TRANSPORTATION STATE DES N ENGINEER IT 5' [11. ntiCeno CHI :Eo �a' cL� Mo PEDESTRIAN CURB RAMP DETAILS (TH ) SHEET NO. OF SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CIA DETAILS PEDESTRIAN CURB RAMP 1;3 EXISTING. e. WALK R. :.r<•r. .::r.; a. s. 5: VARIABLE HEIGHT H ;ia• 6" 2 V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING 1/2" R. 16_ . VARIABLE •4;°' �+�, HEIGHT H 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE B BUTTON TO EDGE OF SIDEWALK V -CURB MUST NOT EXCEED 10 INCHES 4" PEDESTAL POLE J or (LINE UP CENTER OF POLE WITH THE BACK OF V -CURB) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V -CURB 1:2' WIDE URB Y-CRB 30" X 30" SQUARE PEDESTAL FOUNDATION (MUST BE FLUSH WITH THE SURROUNDING WALK) SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) REVISION- APPROVED- 11-0��_^/4,[/I-20'►�2111� -' FflEY/P- -Pid- - INS OPERATIONS DIVISION 1/2" R. I � " R V CURB INTERSECTION EXISTING, WALK 3 BUILDING V CURB ADJACENT TO OR BARRIER 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE MUST NOT EXCEED 0 INCHES BUTTON TO EDGE OF SIDEWALK A 1 CURB 6" WIDE V -CURB 4" PUSH BUTTON STATION POLE A� 18" WIDE BY IB" LONG, MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP (SADDLE ADAF 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V -C ��%% HIS PLAN, SPECIFICATION, OR RAAEE���PpppORT WAS PREPARED PR63I ER�RVJ RE fTR IS AN0 5 Q pl��EyN E50TA.LflIEEN O IU F. ani rub ian,,,1`.. SECTION A -A PUSH BUTTON STATION (V -CURB) LTO N Wl2040 PhoneIM32 231-A395 66201 M E N K Email:ww@boNon-monk com www.bolton-menk.com CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W <6" 4" k6" 6" TNSFT A - EXISTING VARIABLE I I HEIGHT ' H I 6" I 4.5% I TRANSITION PANEL O4 ® (VAR.) i I � I I , I I I (VAR.) I NOTES: INSET A A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O LEAVE CONSTRACMI MINIMUM V2"PRTOOP GAP PAND ISEAL W THIAMNDOT APPROVEDPSILICONE PERSION. MNDOT SPEC 3722. Q4 THE MAX.RATE OF CROSS SLOPE TRANSITIONING IS I'LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 61 OR THE RUNNING SLOPE IS GREATER THAN 5%. DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.07. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. (S� INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 1T 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. mll STANDARD PLAN 5-297.250 1 5 OF 6 APPROVED: 11-04-2021 MINN@SOTAl REVISED: DEPAROF MA TMENT STATE PROJ. N0. TRANSPORTATION STATE DES N ENGINEER IT 5' [11. ntiCeno CHI :Eo �a' cL� Mo PEDESTRIAN CURB RAMP DETAILS (TH ) SHEET NO. OF SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CIA DETAILS PEDESTRIAN CURB RAMP 2 6" WALK © 6„ ?.11 2" °MIN. A 3" 1�?y NON-CONCRET \ NON -CONCRETE BOULEVARD BOULEVARD A 611 NCRETE ALK \ LANDING LANDING LANDING 4"O MINIMUM 5 6 Qs 2 SECTION VIEW A -A 1.0% MIN. AGGREGATE BASE \\ 5.0% MAX. THICKENED SECTION a . THROUGH CURB RAMP FLARES \ \ \ 'SECTION CONCRETE 6 CONCRETE \\ \ \ BOULEVARD BOULEVARD TYPICAL SIDEWALK ALLOWABLE END SILL CURB CURB WITHIN INTERSECTION CORNER G O O \ \T OAND FDRIVEWAY AREA \ RAMP \ \ \ \ FLARES. EXPANSION MATERIAL PLACEMENT CURB LINE REINFORCEMENT 4Q EDGE OF THROUGH LANE FOR CONCRETE ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. PEDESTRIAN RAMP PEDESTRIAN RAMP EDGE OF THROUGH LANE UP TO 2.07 2.0% MAX. OR UP 36" MAX. SAWCUT CHANGE TO 4% CHANGE UP TO 2.0% MAX. UP UP TO 2.0% \ CHANGE CHANGE EXISTING CURB TO 4% CHANGE TO ROPOSED PAR ' w CURB AND GUTTER °;. a AND GUTTER \ \\ J FLOW LINE PROFILE "TABLE" -TWIN PERPENDICULARS 12 TYPICA TABLING o ° :^. 3" MIN. ° a: o 311 MIN. °' REA \ w o PEDESTRIAN RAMP':a;:o.°.° cr \ w ~ UP TO 2.0% MAX. OR UP o 0 0 UP TO 2.0% SAWCUT TO 4% CHANGE CHANGE T/2 \\1.0% MIN. FLOW LINE PROFILE "TABLE" - FAN PROPOSED PAR CURB CURB AND GUTTER LANDING \\ 5.0% MAX. AND GUTTER REINFORCEMENT PEDESTRIAN RAMP PEDESTRIAN RAMP 04 CURB RAMP REINFORCEMENT DETAILS @@ 1.0% MIN.1.0% MIN. 1.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 36" MAX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS 3" LANDING ° 2' PEDESTRIAN RAMP LANDING 1.0% MIN. 1.0% MIN. 1.0% MIN. 36" MAX. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. CURB LINE AND ROAD CROSSING ADJUSTMENTS ;'.a`•.° 1z" �`��e..° 3„ \ FLOW LINE PROFILE RAISE - FAN ` 12" 36" MAX. MAX. MAX. 36" MAX. 12 -- GENERAL NOTES: 12" 12" 12" 3„ "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION SEPARATE LANDING 311 0 AND THE PROJECT SCOPE ALLOWS. POUR REINFORCEMENT RECONSTRUCTION PROJECTS:ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. NOTES: MILL & OVERLAY PROJECTS. "TABLING" OF FLOW LINES,IN FRONT OF THE PEDESTRIAN RAMP,IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. 1 WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO O TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE(RUNNING THE FOLLOWING CRITERIA; SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. 1)1.0% MIN. CROSS -SLOPE OF THE ROAD FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. 2)5.07 MAX.CROSS-SLOPE OF THE ROAD 0DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)AT 36" MAXIMUM CENTER TO CENTER MINIMUM 3)"TABLE" FLOW LINE UP TO 47 CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 12" SPACING FROM CONSTRUCTION JOINTS. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. BARS TO BE PAID BY EACH. 4)UP TO 27 CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP Q DRILL AND GROUT 2 - N0. 4 X 12" LONG (6" EMBEDDED) REINFORCEMENT BARS (EPDXY COATED). STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS. BARS TO BE PAID BY EACH. ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. Q THIS CURB LINE REINFORCEMENT DETAIL SHALL BE USED ON BITUMINOUS ROADWAYS. FOR CONCRETE ROADWAYS, SEE NOTE E. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 5 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT O 1)1.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD OF ADJACENT CONCRETE. LINE MAX.(ONEITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE 6 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF 2)50 RECOMMENDED 3) 5.0% RECOMMENDED AX. FLOW LINE O 4)LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL ADJACENT CONCRETE. REVISION: PLAN 5-297.250 6 OF s PEDESTRIAN CURB RAMP DETAILS M11STANDARD APPROVED: 11-04-2021 L� APPROVED: 11-04-2021 y�i Fp4JER MINN@SOYA aft,,, REVISED: l (/ �f dh DEPAROF TMENT yn' STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS OPERATIONS DIVISION DES TRANSPORTATION STATE N ENGINEER I HEREBY HISPLAN,EPE"`ATI°N, OR REPORT WAS PREPARED ANO THATI Agq��ypppA DULY LICENSED BV�F����F%E�E�OR`UN ERy/IV RECT St91L1 IN Er! a q}I 7/1[sTaTCpl�na 2040 HIGHWAY I2 EAST LTON W LLMAR, MINNESOTA 56201 �I`NI° ,' - } �[ 1 oRnwNLJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET UC I Ut/ Phone: (3201231-3956anticclla �T DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C1.17 DETAILS M E N K Emailwww.bolton- JUST (Vpdq$�. �^ /'�� 11d515� 1 U, Il b6/l9/2023 en-menk.com www.Bolton-menk.com IINT PRoJ.No. PEDESTRIAN CURB RAMP O1 A © NOTES: 11 B 1 ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURE FROM BACK OF CURB. OT OT IN URBAN ROADWAY SECTIONS,6" CURB HEIGHT SHOULD BE USED WHEN WOR GREATER BOULEVARD WIDTH 1.57 Q9 5.0- PAR © IS PROPOSED. WHEN BOULEVARD IS LESS THAN 6'WIDE,4" CURB HEIGHT SHOULD BE USED. _ 1.5X Q9 5.0'PAR Q8 _ ^ 0— — MAINTAIN EXISTING DRAINAGE PATTERNS FLOWING TO PUBLIC RIGHT OF WAY. am lLJ ACQUIRE ADEQUATE L3 TO ALLOW FOR A CONTINUOUS PAR PROFILE (UNIFORM TYPICAL SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. IN NO CASE SHALL SIDEWALK PROFILES EXCEED 5.0%. EXCEPT SIDEWALK PROFILES CAN MATCH ROADWAY WALKABLE5 WALKABLE O GRADE IF ROADWAY GRADE IS GREATER THAN 5.OX.RAMPS FOR DRIVEWAYS ARE REQUIRED TO FOLLOW THE NON -WALKABLE NON -WALKABLE O 0 SURFACE SURFACE ABOVE SIDEWALK CRITERIA. SURFACE SURFACE CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE (PAR). 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. 114) 1 DRIVEWAY TYPES FROM MOST PREFERRED TO LEAST PREFERRED ARE AS FOLLOW& PERPENDICULAR, TIERED PERPENDICULAR. TIERED PERPENDICULAR OFFSET & PARALLEL. B O1 PERPENDICULAR DRIVEWAYS ARE THE STANDARD AND STARTING POINT FOR ALL DRIVEWAY DESIGN AND TIERED PERPENDICULAR OFFSET DRIVEWAY Q CONSTRUCTION. SHOULD BE USED TO ACHIEVE CONTINUOUS PAR PROFILE THROUGH THE DRIVEWAY. OBTAINING A PERPENDICULAR DRIVEWAY DESIGN BECOMES MORE CRITICAL WITH STEEP ROADWAY PROFILES. PERPENDICULAR DRIVEWAY Q O2 TO BE USED WHEN PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED, THE DRIVEWAY PAR IS BELOW ROADWAY CURB HEIGHT. THIS DRIVEWAY TYPE CAN BE USED FOR BOTH PAVED (AS SHOWN)AND GRASS BOULEVARDS. ©� O WHEN ATYPE I2 ESHOU SBENUSED NTD C BE USED FOR NEGATIVELSLOPED DRIVEWAYSRDW CURB LD RAISE PAREABOVE g I O11 GUTTER AND REDUCE "ROLLER COASTER" EFFECT. 4" HIGH ROADWAY CURB SHOULD BE USED TO REDUCE B "ROLLER COASTER" EFFECT ESPECIALLY WHEN MULTIPLE DRIVEWAYS ARE PRESENT. TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 5 8% STANDARD, 10% MAX. FOR COMMERCIAL AND 12X MAX. FOR RESIDENTIAL. SEE GENERAL NOTES ON SHEET 2 8 1.5x. 9 5.0' MIN. ,� O O O FOR MORE INFORMATION. © CONTINUED ISLIGHTELY ^ 1.57 9 5.0' PAR 8 ^ O O FOREVER ICAL CLEARANNCHE E. IF EXISTINGEDRIVEWAYOIS DRAINING, 53 CAN BECOME MORE -- V NEGATIVE TO ACHIEVE PERPENDICULAR DRIVEWAY DESIGN IF THE VERTICAL CLEARANCE IS ACHIEVED IN VEHICLE TEMPLATES. Q7 1:3 MIN. 1:5 PREFERRED FOR DRIVEWAY RETROFIT PROJECTS. 1:10 PREFERRED FOR SIDEWALK REPLACEMENT ` PROJECTS. ® 5.0•MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE C REDUCED TO 4.5'OR 4'MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. © © © ® PARALLEL DRIVEWAY Q 9 THE PEDESTRIAN ACCESS ROUTE, MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. I QO SIDEWALK OFFSET TO BE LESS THAN OR EQUAL TO HALF THE APPROACHING SIDEWALK WIDTH. 11 INTEGRAL DRIVEWAY APRON TO BE POURED MONOLITHICALLY/INTEGRAL WITH THE CURB AND GUTTER. B..] SEE SHEET 2 FOR MORE INFORMATION. TIERED PERPENDICULAR DRIVEWAY O LEGEND © SEE SHEET 2 FOR CURB TYPE INFORMATION. © 0" CURB IS AT FLOW LINE. SEE DRIVEWAY TABLE FOR BACK OF CURB HEIGHTS. WITH 4" CURB HEIGHT; F INDICATES DRIVEWAY RAMP - SLOPE SHALL ® 3' LONG AT 8-10X PREFERRED FOR INITIAL CURB TAPER. REDUCE CURB TAPER SLOPE IF NECESSARY TO MATCH 3'MIN AT IOX S1 BE GREATER THAN 2.0% AND LESS THAN 5.OX ADJACENT SIDEWALK GRADES. ® MATCH FULL CURB HEIGHT. 4' MIN AT 8X S1 WITH 6" CURB HEIGHT; IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.OX ® 1:2 TAPER RATE ON INTEGRAL DRIVEWAY APRONS. 5'MIN AT S1 5.0- ® VARIABLE SEE SHEET 4 FOR WHEN 6" WALK IS REQUIRED. 8Y. 6' MIN AT 8Z Sl PAR TIE-IN APRON 4 T 7 SECTION A -A MATCH INPLACE DRIVEWAY MATERIAL 1.5% 09 5.0' PAR © 6" CONCRETE WALK QF �QF 4" MINIMUM AGGREGATE BASE 2' MINIMUM 5.0• © VARIABLE © •' 4 1: N ------------------- © © © ® :::•.�. : 1�.; . PAR TIE-IN ® APRON,... R. :'::°'�.:•:: �� - TYPICAL SIDEWALK SECTION10 .: ,. =`R INTEGRAL DRIVEWAY APRON SECTION B -B MATCH INPLACE DRIVEWAY MATERIAL © 8" CONCRETE VARIABLE VARIABLE 5'0' ® VARIABLE COMMERCIAL DRIVEWAY 6" CONCRETE 4" MINIMUM RESIDENTIAL DRIVEWAY AGGREGATE BASE 4" MINIMUM 5.0' MIN VARIABLE TIE-IN GUTTER CURB PAR PAN APRON AGGREGATE BASE ' Z. •�: •moi'' ! : i • 4 i TIE-IN •• *.� . e•��•, a j• •� *.� . e•��•, a j. ® PAR MATCH INPLACE SECTION D -D DRIVEWAY MATERIAL Z.;� ;J ; :': ,Y.; : ,L'•;� ;: ; :': S.; ; SECTION C -C MATCH INPLACE TYPICAL DRIVEWAY SECTIONS DRIVEWAY MATERIAL REVISION:�� STANDARD PLAN 5-297.254 1 OF 4 DRIVEWAY AND SIDEWALK DETAILS APPROVED: 11-04-20 MINN@SOTA APPROVED: 11-04-2021 REVISED: J PRE ERK OPERATIONS DriISIDN DEPARTMENT I OF TNO RBICKII STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS STATE DES N ENGINEER TRANSPORTATION ENGINEER "ISYLAN,s"E`F`""°",DRREP°RTwASPREP"RED BV OR`UN ER /IV RECT SU PER ISI dANO THATI ADULY LICENSED T PR FE f d ! ST°p ESOTA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 II`"`O �' - T } [! pgpWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT b L U G I V •� Phone �� Monticeno "E.Eo 01.18 DETAILS Email: Willmar@bolton-menk.com r@bolt31-men M E N K JUST �(Vpdq$�. �^ /'�� 11d515� 1 u. I l b6/l9/2021 www.bolton-menk.com CLIINIPROJ No. _L L11 N DRIVEWAY AND SIDWALK 1 CURB BACK L1 L2 FLOW E3 LINE / SI S2 El SECTION A -A & B -B (REFER TO PREVIOUS SHEET) CURB L3 Q Eq E5 S3 u SECTION C -C (REFER TO PREVIOUS SHEET) CURB BACK FLOW LINE E1 E5 DW CURB TYPE 1 STANDARD CURB AT DRIVEWAY FLOW LINE DW CURB TYPE 2 VERTICALLY CONSTRAINED CURB BACK 1" CURB BACK 1" 1" NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. DW CURB TYPE 1 SHALL BE USED WHEN THE DRIVEWAY ACTS AS A PEDESTRIAN RAMP. THE MAX. APRON SLOPE MUST ADHERE TO ADA CRITERIA AS WELL. DW CURB TYPE 1 SHOULD BE USED IF THERE IS ON STREET PARKING. WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON)DIN CURB TYPE 2 CAN BE USED TO HELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. S1 BX STANDARD, 10% MAX. COMMERCIAL AND 12X. MAX. RESIDENTIAL. IF EXISTING GRADES ARE STEEPER DO NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/OR STEEPEN S3. S3 8% MAXIMUM, IF THIS SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGNS OF DRIVEWAYS. Q1 EXAMPLE SHOWN TO BE INCLUDED IN PLAN FOR EACH DRIVEWAY THAT HAS PAR THROUGH IT. O2 REFERS TO THE FOLLOWING TYPESi PERPENDICULAR DRIVEWAY, TIERED PERPENDICULAR OFFSE DRIVEWAY, TIERED PERPENDICULAR DRIVEWAY, PARALLEL DRIVEWAY, AND INTEGRAL DRIVEWAY APRON. O3 DW CURB TYPE 1 IS THE STANDARD AND SHALL BE THE STARTING POINT FOR ALL PERPENDICULAR AND TIERED DRIVEWAYS. DW CURB TYPE 2 SHALL ONLY BE USED AFTER UTILIZING BEST PRACTICES SUCH AS MAXIMIZING S1, S3, AND L3. O4 SHOULD BE DESIGNED AT 1.5%. OS ACQUIRE ADEQUATE L3 TO ALLOW FOR CONTINUOUS PAR PROFILE (UNIFORM SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. © PROVIDE INPLACE TIE—IN SLOPE INFORMATION AT BACK OF PROPOSED WALK (S3 AREA). OT INFORMATION TO BE INCORPORATED INTO DRIVEWAY TABLE WHEN INTEGRAL DRIVEWAY APRON IS USED. OTHER CURB HEIGHTS & CURB APRON LENGTHS CAN BE USED. © LI & S1 FOR INTEGRAL DRIVEWAY APRON IS TO FLOWLINE.12.57 IS MAXIMUM PREFERRED SLOPE. 9O TIE ADJACENT SECTIONS. CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. DRILL AND GROUT OR CAST IN—PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING WITH 2" MINIMUM CONCRETE COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINT. L2 L3 Q E4 E5 FLOW LINE r� Ll -T- L2 sz -, E2 53 GUTTER FACE CURB BACK E2 E3 6% EI sl S2 SECTION D—D """"""---- (REFER TO PREVIOUS SHEET) 9 INTEGRAL DRIVEWAY APRON (IDA) TYPICAL INTEGRAL DRIVEWAY APRON Q CURB TYPE DRIVEWAY TABLE O DRIVEWAY STATION SIDE TYPEQ 2 CURB LI TYPE O E1 E2 FT S1 L2 % E3 FT S2 4 % L3 5 S3 EXISTING 6 E4 FT E5 COMMENTS 1.67 +0.16 10 IDA 324 2 +0.24 12.5 IDA 432 2.67 1 +0.33 12.5 OPERATIONSDIVISION CURB BACK L1 L2 FLOW E3 LINE / SI S2 El SECTION A -A & B -B (REFER TO PREVIOUS SHEET) CURB L3 Q Eq E5 S3 u SECTION C -C (REFER TO PREVIOUS SHEET) CURB BACK FLOW LINE E1 E5 DW CURB TYPE 1 STANDARD CURB AT DRIVEWAY FLOW LINE DW CURB TYPE 2 VERTICALLY CONSTRAINED CURB BACK 1" CURB BACK 1" 1" NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. DW CURB TYPE 1 SHALL BE USED WHEN THE DRIVEWAY ACTS AS A PEDESTRIAN RAMP. THE MAX. APRON SLOPE MUST ADHERE TO ADA CRITERIA AS WELL. DW CURB TYPE 1 SHOULD BE USED IF THERE IS ON STREET PARKING. WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON)DIN CURB TYPE 2 CAN BE USED TO HELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. S1 BX STANDARD, 10% MAX. COMMERCIAL AND 12X. MAX. RESIDENTIAL. IF EXISTING GRADES ARE STEEPER DO NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/OR STEEPEN S3. S3 8% MAXIMUM, IF THIS SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGNS OF DRIVEWAYS. Q1 EXAMPLE SHOWN TO BE INCLUDED IN PLAN FOR EACH DRIVEWAY THAT HAS PAR THROUGH IT. O2 REFERS TO THE FOLLOWING TYPESi PERPENDICULAR DRIVEWAY, TIERED PERPENDICULAR OFFSE DRIVEWAY, TIERED PERPENDICULAR DRIVEWAY, PARALLEL DRIVEWAY, AND INTEGRAL DRIVEWAY APRON. O3 DW CURB TYPE 1 IS THE STANDARD AND SHALL BE THE STARTING POINT FOR ALL PERPENDICULAR AND TIERED DRIVEWAYS. DW CURB TYPE 2 SHALL ONLY BE USED AFTER UTILIZING BEST PRACTICES SUCH AS MAXIMIZING S1, S3, AND L3. O4 SHOULD BE DESIGNED AT 1.5%. OS ACQUIRE ADEQUATE L3 TO ALLOW FOR CONTINUOUS PAR PROFILE (UNIFORM SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. © PROVIDE INPLACE TIE—IN SLOPE INFORMATION AT BACK OF PROPOSED WALK (S3 AREA). OT INFORMATION TO BE INCORPORATED INTO DRIVEWAY TABLE WHEN INTEGRAL DRIVEWAY APRON IS USED. OTHER CURB HEIGHTS & CURB APRON LENGTHS CAN BE USED. © LI & S1 FOR INTEGRAL DRIVEWAY APRON IS TO FLOWLINE.12.57 IS MAXIMUM PREFERRED SLOPE. 9O TIE ADJACENT SECTIONS. CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. DRILL AND GROUT OR CAST IN—PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING WITH 2" MINIMUM CONCRETE COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINT. L2 L3 Q E4 E5 FLOW LINE r� Ll -T- L2 sz -, E2 53 GUTTER FACE CURB BACK E2 E3 6% EI sl S2 SECTION D—D """"""---- (REFER TO PREVIOUS SHEET) 9 INTEGRAL DRIVEWAY APRON (IDA) TYPICAL INTEGRAL DRIVEWAY APRON Q CURB TYPE L1 FT E2 SIO '/, IDA 216 1.33 +0.16 12.5 IDA 220 1.67 +0.16 10 IDA 324 2 +0.24 12.5 IDA 432 2.67 1 +0.33 12.5 REVISION: STANDARD PLAN 5-297.254 1 2 OF 4 DRIVEWAY AND SIDEWALK DETAILS 5 2APPROVED: 11-04-20APPROVED: _ __gi�A&w MINN@SOTA 11-04-2021 REVISED: OPERATIONSDIVISION DEPARTMENT OF DOSBICKGINEER STATE PROJ. N0. (TH ) SHEET N0. OF SHEETS TRANSPORTATION STATE EIREBYEERTIFY HIB""N,BPE"" "T'°",DR REPORT PREPARED BV OR UN ERT"VT RECT ySt9sLl ANDJT+H�AT I"��'PA DULY LICENSED b sT 1 pr,�Es°TA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 ofll �� L CRAW" [ T}' [.1'PR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (3201231-3956 �/� c"ECKEp Mont 1.19 '•w JUST (Vpdq$�. �^ /'�� GANiSA8 1 11.b6/l9/2023 M E N K Emailwww.barton-men-menk.com www.bolton-menk.com 11 till �J D, NO DETAILS >± o DRIVEWAY AND SIDWALK 2 6 IN. WAL QUADRANT TIERED PERPENDICULAR DRIVEWAY PARALLEL DRIVEWAY TIERED PERPENDICULAR OFFSET DRIVEWAY INTEGRAL DRIVEWAY APRON Q J � Q p W Z > LSI ' d W (_ r PRIVATE CONCRETE COMMERCIAL/ALLEY ENTRANCE SIDEWALK LONGITUDINAL JOINT TIE BAR TABLE SIDEWALK SIDEWALK TIE BAR LENGTH SPACING WIDTH, W HICKNESS, T SIZE > 7' 4" No.4 1 12" 24" >10, 6" No.4 1 12" 36" A HALF PLAN PERSPECTIVE PERPENDICULAR DRIVEWAYS WITH GRASS BOULEVARDS 12" PLAN VIEW 7 36"SIDEWALK SIDEWALK MAX.— REPLACEMENT SIDEWALK �:F SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFILE VIEW T T/2 6' 4" SIDEWALK (TYPICAL) TRANSVERSE SIDEWALK TIE BAR REINFORCEMENT RETROFITS ONLY FOR 4" CONCRETE ONLY:CAST IN PLACE BARS MUST BE SUPPORTED WITH P -STAKES OR REINFORCEMENT BASKETS FOR FULL WIDTH CONCRETE PLACEMENTS. FOR 6" CONCRETE ONLY: DRILL AND GROUT OR CAST IN PLACE THROUGH HOLES IN THE FORMS REQUIRED FOR STAGED ADJACENT CONCRETE PLACEMENTS. REVISION: 12-23-2021 APPROVED. 11-04-2I --- Qi;M9E _C).� OPENATIM DIVISION I HEREBY CERTIFY THAT THIS PLAN, �PECIFICATION, OR REPORT WAS NNO PREPARED I 11 RUSTf&R Cr,,,, JUS HI N. ansa rub I oIl9/2023 SIDEWALK SECTION VIEW T/2 6" LONGITUDINAL SIDEWALK REINFORCEMENT JOINTS DRIVEWAY PAVEMENT U LENGTH VARIES 5.0 FT. - 0.06 FT./FT. 0.015 FT./FT SLOPE OB SECTION A -A SECTION THRU DRIVEWAY 4O 4 411 OR 611 SIDEWALK — WHEN 6" OR B" THICKNESS MATCHING DRIVEWAY INTO THICKNESS CONCRETE SECTION B -B ENTRANCE SECTION THRU SIDEWALK RA I THICKNESS TRANSITION 2' MINIMUM PI TOPSOIL PEDESTRIAN ACCESS ROUTE TOPSOIL 0.015 FT./FT. 0.25 FT./FT. t_. .................. : . SLOPE 0 "-"fes USE IN ALL FILL SECTIONS, USE WHEN PAR IS BITUMINOUS, 1' 1� USE WHEN PAR IS BITUMINOUS, OR WHEN SIDEWALK WIDTH IS OR WHEN SIDEWALK WIDTH IS GREATER THAN 6'. GREATER THAN 6'AND IF ROW TYPICAL GRADING SECTION IS AVAILABLE. (NOT USED WHEN CONFINED BY CURB, BUILDING, WALL, ETC.) NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. TO MINIMIZE SIDEWALK "ROLLER COASTER" EFFECT IT IS DESIRABLE TO KEEP THE PAR ELEVATION CONTINUOUS OR AT LEAST IN THE UPPER HALF OF CURB HEIGHT. 4" HIGH CURB SHOULD BE USED INSTEAD OF 6" HIGH CURB TO HELP THIS PROBLEM WHEN APPLICABLE. 4" HIGH ADJACENT CURB IS PREFERRED WHEN BOULEVARDS 4'OR LESS ARE PRESENT MEASURED FROM THE BACK OF CURB. WHEN THE DRIVEWAY IS SLOPING DOWN FROM THE ROADWAY (NEGATIVE)4" HIGH ADJACENT CURB SHOULD ALSO BE USED. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGN OF DRIVEWAYS. Q1 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. DRIVEWAY EXPANSION SHALL BE PLACED AT TOP OR BOTTOM OF TRANSITION PANEL. Q2 CONSTRUCT WITH EXPANSION MATERIAL MNDOT PER SPEC. 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. MAXIMUM ONE EXPANSION PER DRIVEWAY PLACED AT EITHER TOP OR BOTTOM OF CONCRETE THICKNESS TRANSITION. IF MULTIPLE DRIVEWAYS EXIST PLACE ONE EXPANSION BETWEEN EACH DRIVEWAY. IF NO DRIVEWAY EXIST PLACE A MAXIMUM OF ONE EXPANSION PER 150'OF SIDEWALK RUN. Q3 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. 8TRANSITION DRIVEWAY THICKNESS TO WALK THICKNESS. IF THERE IS A CONSTRUCTION JOINT AND NO EXPANSION IS USED, INSTALL TIE BARS. TRANSITION CURB RAMP THICKNESS TO WALK THICKNESS. © MATCH INPLACE DRIVEWAY WIDTH, MATERIAL TYPE AND THICKNESS. O7 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS. CONCRETE PANEL SIZE SHOULD NOT EXCEED 11/2 :1 LENGTH X WIDTH. B1 SF FOR 6" CONCRETE DRIVEWAY WITH 9'X9'MAXIMUM PANEL SIZE. 144 SF FOR B" CONCRETE DRIVEWAY WITH 12'X12'MAXIMUM PANEL SIZE. MATCH DRIVEWAY APRON AND SIDEWALK JOINTS. © THE PEDESTRIAN ACCESS ROUTE CROSS -SLOPE, SHALL NOT EXCEED 0.02 FT./FT.AS CONSTRUCTED. 9Q 1e10 MIN. SIDEWALK OFFSET TAPER REQUIRED FOR SIDEWALK REPLACEMENT PROJECTS. lea MIN. AND les MIN. PREFERRED SIDEWALK OFFSET TAPER FOR DRIVEWAY REPLACEMENT. @0 LANDING REQUIRED, SEE NEXT SHEET FOR MORE INFORMATION. OI CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SECTIONS SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. ENGINEER'S APPROVAL REQUIRED FOR MONOLITHIC PLACEMENTS. ® DRILL AND GROUT NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. V MINIMUM FROM ADJACENT CONCRETE JOINTS. BARS TO BE ADJUSTED TO MATCH SIDEWALK GRADES. TO BE PAID BY EACH. ® DRILL AND GROUT OR CAST IN-PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1'MINIMUM FROM ADJACENT CONSTRUCTION JOINTS.1'MINIMUM FROM ADJACENT CONCRETE JOINTS. milSTANDARD PLAN 5-297.254 1 3 OF 4 DRIVEWAY AND SIDEWALK DETAILS APPROVED: 11-04-2021 M INN @ S OTA I REVISED: 12-23-2021 DEPARTMENT OF.reO3-1 '„ ESTATE PROJ. N0. (TH ) SHEET NO. OF SHEETS :3O LTO N 2040 HIGHWAY 12 EAST wN WILLMAR, MINNESOTA 56201 � � 115� E� �c M E N K Phone: (32012.In .n IVlonticclla RIENT"SL No Email: Willmar@bolton-menk.com www.bolton-menk.com MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS DRIVEWAY AND SIDWALK 3 SHEET C1.2 q C & G Q o> s-°' a RESIDENTIAL Z, -` ENTRANCE INTERMEDIATE LJ CURB HEIGHT O_ 3 0 Q J � Q p W Z > LSI ' d W (_ r PRIVATE CONCRETE COMMERCIAL/ALLEY ENTRANCE SIDEWALK LONGITUDINAL JOINT TIE BAR TABLE SIDEWALK SIDEWALK TIE BAR LENGTH SPACING WIDTH, W HICKNESS, T SIZE > 7' 4" No.4 1 12" 24" >10, 6" No.4 1 12" 36" A HALF PLAN PERSPECTIVE PERPENDICULAR DRIVEWAYS WITH GRASS BOULEVARDS 12" PLAN VIEW 7 36"SIDEWALK SIDEWALK MAX.— REPLACEMENT SIDEWALK �:F SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFILE VIEW T T/2 6' 4" SIDEWALK (TYPICAL) TRANSVERSE SIDEWALK TIE BAR REINFORCEMENT RETROFITS ONLY FOR 4" CONCRETE ONLY:CAST IN PLACE BARS MUST BE SUPPORTED WITH P -STAKES OR REINFORCEMENT BASKETS FOR FULL WIDTH CONCRETE PLACEMENTS. FOR 6" CONCRETE ONLY: DRILL AND GROUT OR CAST IN PLACE THROUGH HOLES IN THE FORMS REQUIRED FOR STAGED ADJACENT CONCRETE PLACEMENTS. REVISION: 12-23-2021 APPROVED. 11-04-2I --- Qi;M9E _C).� OPENATIM DIVISION I HEREBY CERTIFY THAT THIS PLAN, �PECIFICATION, OR REPORT WAS NNO PREPARED I 11 RUSTf&R Cr,,,, JUS HI N. ansa rub I oIl9/2023 SIDEWALK SECTION VIEW T/2 6" LONGITUDINAL SIDEWALK REINFORCEMENT JOINTS DRIVEWAY PAVEMENT U LENGTH VARIES 5.0 FT. - 0.06 FT./FT. 0.015 FT./FT SLOPE OB SECTION A -A SECTION THRU DRIVEWAY 4O 4 411 OR 611 SIDEWALK — WHEN 6" OR B" THICKNESS MATCHING DRIVEWAY INTO THICKNESS CONCRETE SECTION B -B ENTRANCE SECTION THRU SIDEWALK RA I THICKNESS TRANSITION 2' MINIMUM PI TOPSOIL PEDESTRIAN ACCESS ROUTE TOPSOIL 0.015 FT./FT. 0.25 FT./FT. t_. .................. : . SLOPE 0 "-"fes USE IN ALL FILL SECTIONS, USE WHEN PAR IS BITUMINOUS, 1' 1� USE WHEN PAR IS BITUMINOUS, OR WHEN SIDEWALK WIDTH IS OR WHEN SIDEWALK WIDTH IS GREATER THAN 6'. GREATER THAN 6'AND IF ROW TYPICAL GRADING SECTION IS AVAILABLE. (NOT USED WHEN CONFINED BY CURB, BUILDING, WALL, ETC.) NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. TO MINIMIZE SIDEWALK "ROLLER COASTER" EFFECT IT IS DESIRABLE TO KEEP THE PAR ELEVATION CONTINUOUS OR AT LEAST IN THE UPPER HALF OF CURB HEIGHT. 4" HIGH CURB SHOULD BE USED INSTEAD OF 6" HIGH CURB TO HELP THIS PROBLEM WHEN APPLICABLE. 4" HIGH ADJACENT CURB IS PREFERRED WHEN BOULEVARDS 4'OR LESS ARE PRESENT MEASURED FROM THE BACK OF CURB. WHEN THE DRIVEWAY IS SLOPING DOWN FROM THE ROADWAY (NEGATIVE)4" HIGH ADJACENT CURB SHOULD ALSO BE USED. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGN OF DRIVEWAYS. Q1 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. DRIVEWAY EXPANSION SHALL BE PLACED AT TOP OR BOTTOM OF TRANSITION PANEL. Q2 CONSTRUCT WITH EXPANSION MATERIAL MNDOT PER SPEC. 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. MAXIMUM ONE EXPANSION PER DRIVEWAY PLACED AT EITHER TOP OR BOTTOM OF CONCRETE THICKNESS TRANSITION. IF MULTIPLE DRIVEWAYS EXIST PLACE ONE EXPANSION BETWEEN EACH DRIVEWAY. IF NO DRIVEWAY EXIST PLACE A MAXIMUM OF ONE EXPANSION PER 150'OF SIDEWALK RUN. Q3 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. 8TRANSITION DRIVEWAY THICKNESS TO WALK THICKNESS. IF THERE IS A CONSTRUCTION JOINT AND NO EXPANSION IS USED, INSTALL TIE BARS. TRANSITION CURB RAMP THICKNESS TO WALK THICKNESS. © MATCH INPLACE DRIVEWAY WIDTH, MATERIAL TYPE AND THICKNESS. O7 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS. CONCRETE PANEL SIZE SHOULD NOT EXCEED 11/2 :1 LENGTH X WIDTH. B1 SF FOR 6" CONCRETE DRIVEWAY WITH 9'X9'MAXIMUM PANEL SIZE. 144 SF FOR B" CONCRETE DRIVEWAY WITH 12'X12'MAXIMUM PANEL SIZE. MATCH DRIVEWAY APRON AND SIDEWALK JOINTS. © THE PEDESTRIAN ACCESS ROUTE CROSS -SLOPE, SHALL NOT EXCEED 0.02 FT./FT.AS CONSTRUCTED. 9Q 1e10 MIN. SIDEWALK OFFSET TAPER REQUIRED FOR SIDEWALK REPLACEMENT PROJECTS. lea MIN. AND les MIN. PREFERRED SIDEWALK OFFSET TAPER FOR DRIVEWAY REPLACEMENT. @0 LANDING REQUIRED, SEE NEXT SHEET FOR MORE INFORMATION. OI CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SECTIONS SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. ENGINEER'S APPROVAL REQUIRED FOR MONOLITHIC PLACEMENTS. ® DRILL AND GROUT NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. V MINIMUM FROM ADJACENT CONCRETE JOINTS. BARS TO BE ADJUSTED TO MATCH SIDEWALK GRADES. TO BE PAID BY EACH. ® DRILL AND GROUT OR CAST IN-PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1'MINIMUM FROM ADJACENT CONSTRUCTION JOINTS.1'MINIMUM FROM ADJACENT CONCRETE JOINTS. milSTANDARD PLAN 5-297.254 1 3 OF 4 DRIVEWAY AND SIDEWALK DETAILS APPROVED: 11-04-2021 M INN @ S OTA I REVISED: 12-23-2021 DEPARTMENT OF.reO3-1 '„ ESTATE PROJ. N0. (TH ) SHEET NO. OF SHEETS :3O LTO N 2040 HIGHWAY 12 EAST wN WILLMAR, MINNESOTA 56201 � � 115� E� �c M E N K Phone: (32012.In .n IVlonticclla RIENT"SL No Email: Willmar@bolton-menk.com www.bolton-menk.com MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS DRIVEWAY AND SIDWALK 3 SHEET C1.2 FACE OF BUILDING--\ 1 SIDEWALK SIDEWALK OT PAR PROFILELANDING PAR PROFILE lie PAVED MAX 5% MAX 2% MAX 5% I I BOULEVARD 4 9 03 Q4 90 LONGITUDINAL CROSS SLOPE LONGITUDINAL SLOPE (POSITIVE SLOPE (POSITIVE OR NEGATIVE) OR NEGATIVE) CURB BACK .... .. .. .. . ... . ..... .. --- ------ 1.5% SECTION VIEW B -B FACE OF BUILDING 4, 4 (ABOVE DOORWAY) .. 4. 21 :q. 4 4- 4. 4'. 4' . . 6" CONCRETE WALK DOWNTOWN SIDEWALK TYPICAL SECTION LATCH SIDE OF DOOR DOORWAY---,,,. 2 --\ HINGE SIDE DOORWAY OF DOOR A 16 Ld WALK TO MEET FLUSH WITH BOTTOM OF DOORWAY THRESHOLD B B SLIP FORM SILL FIXED FORM SILL 611 WALK 1.5% X LJ 0> k SILL CURB SHOULD BE USED AT ALL LOCATIONS WHEN CONCRETE WALK IS AT BACK OF CURB, INCLUDING PAVED BOULEVARD. DOORWAY THRESHOLD SILL CURB SHALL NOT BE USED IN CURB RAMP AND DRIVEWAY AREAS, INCLUDING CONCRETE FLARES. �AREA Ax M3: LANDING SILL CURB WITH 4" WALK CAN USE FIXED OR SLIP FORM OPTIONS. A IDOORWAY BUILDING FOUNDATION WIDTH + 2 SECTION VIEW A -A NOTES: PLAN VIEW DOORWAY 6" WALK IS REQUIRED: 1) IN ALL SIDEWALK LOCATIONS WHERE VARIABLE SLOPED CONCRETE BOULEVARDS ARE PAVED, SUCH AS COMMERCIAL (STORE FRONT, DOWNTOWN) AREAS. 2) ANYTIME DRILL AND REINFORCEMENT IS USED TO TIE LONGITUDINAL JOINTS TOGETHER. FACE OF BUILDING 3) TO ELIMINATE LONGITUDINAL JOINT WHEN INCREASING PANEL SIZE OVER 36SF. 4) AT LOCATIONS WHERE MAINTENANCE EQUIPMENT WILL SUBJECT CONCRETE TO HEAVY LOADS. BUILDING BUILDING u"TIR ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. DOORWAY FACE -:�� SEAL JOINT WITH APPROVED FIELD ADJUST SIDEWALK PROFILES TO MEET ALL DOORWAY THRESHOLDS. "CLEAR OR GREY IN COLOR" SILICONE SIDEWALK MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING TO THE ROADWAY. A VARIABLE SEE SPECIAL PROVISIONS FOR SILICONE SPECIFICATIONS. o ALCOVE 1/2" PREFORMED01 LANDING CRITERIA IS REQUIRED FOR ALL DOORS, STEPS, AND PRIVATE WALKS. FEASIBILITY DECREASES WITH NARROWER BOULEVARDS AND STEEPER JOINT MATERIAL 4, 4 1/4" RS SIDEWALK PROFILES. 18" MIN. WHEN DOOR SWINGS OUTWARD FROM BUILDING. 12" MIN WHEN DOOR SWINGS INWARD FROM BUILDING. Ld F— 4 6 - MIN. PAR REQUIRED WHEN ADJACENT TO BUILDINGS. CL < w .4 Oq 2/3 PAR TO 1/3 BOULEVARD SHOULD BE USED WHEN FEASIBLE.HOLD UNIFORM BOULEVARD WIDTH. 4' PREFERRED MINIMUM BOULEVARD. xx L) c.D Q5 IX -5V FOR THE MAJORITY OF THE BLOCK.WITH EXCEPTIONS UP TO B/ IN CONSTRAINED AREAS. <v) CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. LEAVE A MINIMUM Yj' TOP GAP AND SEAL WITH MNDOT APPROVED 6" CONCRETE WALK SILICONE PER MNDOT SPEC 3T22. Cr0> ILLJ TO MINIMIZE VIBRATION AND ROLLING RESISTANCE, AREA SHALL BE FREE OF PAVERS, STAMPED CONCRETE, AND/OR EXCESSIVE JOINTING. uj BUILDING JOINT SEAL (INCIDENTAL) 27 MAX. PER BUILDING CODE. IF GREATER THAN 27, FLATTEN AS FEASIBLE. �n = 2! 09 FORM CONTRACTION JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANEL SIZE. CONRETE PANEL SIZE SHOULD NOT EXCEED IY2 :I LENGTH X WIDTH. DRILL AND GROUT NO. 4 X 8" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. I'MINIMUM FROM ADJACENT CONCRETE JOINTS. TIE BARS SHALL BE EMBEDDED 41, WITH 21, MINIMUM CONCRETE COVER AND ARE INCIDENTAL TO SILL PLACEMENT. 5' MIN. CENTERED ON DOORWAY @ FURNISH AND INSTALL THE FULL WIDTH OF THE TOP OF SILL A MINIMUM 2ML THICK POLYTHENE SHEETING. @ USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. PLAN VIEW DOORWAY WITH ALCOVE @ DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. 6"WALK. 5" MIN. FOR B424; T" MIN. FOR B624 SIDEWALK LANDING REQUIREMENTS (D 4" WALK. 7" MIN. FOR 8424; 9" MIN. FOR 8624 @ DRILL AND GROUT NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. REVISION:STANDARD PLAN 5-297.254 4 OF 4 DRIVEWAY AND SIDEWALK DETAILS M11 APPROVED: 11-04-20:U w F__ APPROVED: 11-04-2021 mimmeSOTA REVISED: r1* FA OPERATIONS DIVISM , DEPARTMENTOF THO icri ISTATE PROJ.NO. (TH SHEET NO. OF SHEETS TRANSPORTATION STATE D4ESN ENGINEER I H EREBI 1Y T11 TH 11 11N, IP111 I 1IT11N, 1111 111T 1� I E Y bfTR, `011 IR 'TTf& III P11PA111 I LICENSED 2040 HIGHWAY 12 EAST WILLMA R, MINNESOTA 56201 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET Im , j"OLTON Phon Phone: (320� 231-3956 1)1 flo Mont'fcc DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C1.21 DETAILS M E N K -a 1: wilimar@bolton-menk.com JUSTCI(yn QtlQn 8trU. 9/2023 - www.bolton-menk.com Ll N. / DRIVEWAY AND SIDEWALK 4 STORMWATER COMPANY CONTACT PERSON PHONE OWNER: LEGEND MATT LEONARD POLLUTION PREVENTION SWPPP DESIGNER: Bolton & Menk, Inc. JUSTIN KANNAS 320-239-3156 CONTRACTOR: PLAN (SWPPP) TBD TBD Q 1 -MILE BOUNDARY TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M: CITY OF MONTICELLO MATT LEONARD PROJECT BOUNDARY DOWNTOWN ROADWAY VPROJECT IMPAIRED, SPECIAL OR PROTECTED WATERS & PEDESTRIAN IMPROVEMENTSOR CITY OF MONTICELLO LOCATION NATIONAL WETLANDS INVENTORY WRIGHT COUNTY, MINNESOTA ® CALCAREOUS FEN RECEIVING WATERS RESPONSIBLE PARTIES: The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA. The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of EMIRS to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1. The expected amount, frequency, intensity, and duration of precipitation. 2. The nature of stormwater runoff and run-on at the site 3. Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4. The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. PROJECT AREAS: COMPANY CONTACT PERSON PHONE OWNER: CITY OF MONTICELLO MATT LEONARD 763-271-3271 SWPPP DESIGNER: Bolton & Menk, Inc. JUSTIN KANNAS 320-239-3156 CONTRACTOR: TBD TBD TBD CONSTRUCTION SWPPP MANAGER: TBD TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M: CITY OF MONTICELLO MATT LEONARD 763-271-3271 The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of EMIRS to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1. The expected amount, frequency, intensity, and duration of precipitation. 2. The nature of stormwater runoff and run-on at the site 3. Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4. The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. PROJECT AREAS: QUANTITY UNIT Total Project Size (disturbed area) = 15.3 ACRES Existing area of impervious surface = 12.5 ACRES Post construction area of impervious surface = 12.5 ACRES Total new impervious surface area created = 0.1 ACRES Planned Construction Start Date: 07/01/2023 Estimated Construction Completion Date: 11/30/2024 PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created: Wet Sedimentation Basin Infiltration/Filtration Regional Pond X Permanent Stormwater Management Not Required PROJECT LOCATION: COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE WRIGHT T121N R25W 11 45.1822' -93.4744' BMP SUMMARY QUANTITY UNIT STABILIZED CONSTRUCTION EXIT 4 EACH STORM DRAIN INLET PROTECTION 90 EACH SILT FENCE, TYPE MS 1303 LIN FT SILT FENCE, TYPE HI 400 LIN FT SEDIMENT CONTROL LOG TYPE COMPOST 820 LIN FT SITE RESTORATION (PERMANENT SEEDING) 6244 SQYD ROLLED EROSION PREVENTION CAT 25 630 SOYD DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT: Construction activities include: Site grading, sanitary sewer, storm sewer and water main extensions, temporary erosion and sediment control, and permanent stabilization. Stormwater currently flows into city's existing storm water system and is discharged to the Mississippi River located north of the project. After construction is complete stormwater will be conveyed into the city's storm water system. This project includes the following storm water management BMPs storm water inlet protection, silt fence, sediment control log, erosion control blanket and mulch. I HEREBY CERTIFY THAT THIS —N, SPECIFICATION, OR REPORT WAS PREPARED BV "RUN ER� VO�RECTSIJPE IS( ICfd ANDeTIgppT LICENSE BOLTON 2040, MINNESOTA 12 EAST PR Er Ipp((`yyV�eeFrjjLLppE I STI ESOTA WILLhone MINNESOTA 56201 Phone: (320) 231-3956 JUST /'� � M E N K Email: Willmar@bolton-menk.com .u..- un, ru i G /l9/2023 w .bolton-menk.com RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1 -mile of the project boundary are identified on the USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated. TYPE (ditch, pond, Special, Prohibited, Flows to Impaired USEPA Approved NAME OF WATER BODY wetland, lake, etc.) Restricted Water t Water Within 1 -Mile Z Construction Relates TMDL MISSISSIPPI RIVER RIVER YES YES NO OTTER CREEK CREEK YES YES NO z Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. s Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction. 1) Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes. 2) Install perimeter sediment control, inlet protection, and construction exit. 3) Remove existing manholes, catch basin structure, bituminous roadway and strip topsoil. 4) Construct new sanitary sewer, storm sewer and watermain. 5) Surface restoration (concrete curb & gutter, sidewalk, landscaping, bituminous streets and turf establishment. 6) Temporary stabilize all disturbed areas immediately after construction temporarily or permanently stops. 7) Add additional temporary BMP's as necessary during construction based on inspection reports. 8) Ensure final stabilization measurers are complete. 9) Provide digital copy of all SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 10) Submit Notice of Termination (NOT) to MPCA. Note: the NOT must be submitted to MPCA before Final Stabilization is considered complete. CITY OF ■ M04 ce aFcc,"', Ao No. MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.01 STORMWATER POLLUTION PREVENTION PLAN PROJECT INFORMATION & LOCATION Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN RI00001 (Permit) as they apply to this project. All provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit. The full text of the Permit is available at: https://www.pca.state. m n. us/sites/defa u It/fi les/wq-strm2-80a.pdf SWPPP AMENDMENTS AND SUBMITTALS Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management Practices (BMPs) to correct problems identified or address the following situations. 1. Contact information and training documentation for Construction SWPPP Manager and BMP Installer, 2. There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not anticipated during the design of the SWPPP including but not limited to: a. Types and/or Locations of BMPs b. Material Storage and Spill Response c. Fueling Plans d. Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and e. Project Phasing 3. It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with construction activity, or 4. The SWPPP is not consistent with the terms and conditions of the permit. The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal. The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review, comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in any way. If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the change order. In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule meeting the requirements of MnDOT 1717. The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete. EROSION PREVENTION PRACTICES Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment. Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or permanent drainage ditch or Swale section with a continuous slope of greater than 2 percent. Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water or permanent stormwater treatment system. The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule. SEDIMENT CONTROL PRACTICES Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All BMPs that have been adjusted or removed to accommodate short-term activities shall be re -installed or replaced the earlier of the end of the work day or before the next precipitation event even if the activity is not complete. Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved. The removal shall be documented in the SWPPP as a SWPPP amendment. Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet the minimum requirements of Section 9 of the Permit. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit. TEMPORARY SEDIMENTATION BASINS A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the permit. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR 'E UN E! YdfURECT SIJP T' IS( lad ANO /ST�A� Aj,�f�,ypfd SOTAO uUST"U a5+s ru i on9/2023/Jy Lptru�Up�,i onV9/�2023 I]FWATFRING A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum requirements of Section 10 of the Permit. POI I HTION PRFVFNTION Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are designed for exposure to stormwater are not required to be covered. Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted area. Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. CH 7041. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials, solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet or exceed the minimum requirements of Section 12 of the Permit. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP during active construction and within 24 -hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24 -hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP. All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those provided shall be approved by the engineer. The Contractor may request a change in inspection schedule for the following conditions: a. Inspections of areas with permanent cover to be reduced to once per month, b. Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended until construction resumes, c. Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until the earlier of within 24 hours of runoff occurring, or upon resuming construction. No change in inspection schedule shall occur until authorized by the Engineer. Inspections must include: 1. All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. 2. Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition. 3. Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. 4. Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that equipment is not being driven across the infiltration area. All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next business day after discovery, or as soon as field conditions allow. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow. Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered. Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon discovery to the Engineer. PUBLIC WATER RESTRICTIONS: For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24 -hours during the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. FINAL STABILIZATION Final Stabilization is not complete until all the following requirements have been met: 1. Substantial Completion has been reached and no ground disturbing activities are anticipated. 2. Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as impervious surfaces or the base of a sand filter. BOLTON2040 Phone:HIGH WAYI2 EAST CITY ❑F AWN WILLMAR, MINNESOTA 56201 � �c M E N K Phone: (120)211-1116 menMontfce a DDEN N. Email: Willmar@bolton-menk.com www.bolton-menk.Dom J 3. Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the system is operating as designed. 4. All sediment has been removed from conveyance systems 5. All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP to remain to decompose on-site may remain. 6. For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 7. For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction agricultural use prior to submitting the NOT. SITE STABILIZATION COMPLETION: Stabilization of exposed soils shall begin immediately and shall be completed after the construction activity has temporarily or 7 calendar days permanently ceased no later than: SITE INSPECTION INTERVAL: A trained person shall routinely inspect the entire construction 3 calendar days site during active construction at an interval of no more than: SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS: 1) Was an environmental review required for this project or any part of a common plan of development NO or sale that includes all or any portion of this project? 2) Does any portion of the site have the potential to affect threatened or endangered species or their NO critical habitat? 3) Does any portion of this site discharge to a Calcareous fen. NO 4) Will any portion of the site potentially affect properties listed on the National Register of Historic Places NO or a known or discovered archeological site? 5) Have any Karst features have been identified in the project vicinity? NO 6) Is compliance with temporary or permanent stormwater management design requirements infeasible NO for this project? 7) Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to NO during fish spawning? TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS Construction Stormwater NPDES MPCA SWPPP DESIGNER TRAINING DOCUMENTATION: UNIVERSITY OF MINNESOTA Jordan Albrecht Construction Site Management (May 3t 2024) Design of Construction SWPPP (May 31 2025) MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.0 STORMWATER POLLUTION PREVENTION PLAN PROJECT NARRATIVE r - i •� - qct _ �� •T� �=: •i1 *gig = r1^ice -. `� f,. .'s . Pte' 1, \ •0 1b 0 I HEREBY J�0 CERTIFY THAT THIS PIAN, SPECIFICATION, OR NEEPPCRT WAS PREPARED BYVRUN ER V RER+S TAC pIN�I�pWE50TA.INIED gpLTC JUST._ VdsbppysUU.. T, rub ion9/2023 &M E 0 .. , M &Nlu T' ' I �-. ► ► Z asr i► I. NOW No SEU11 FOR 'AT' N2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 16101 Phone: 231- nCilt} �•CHECKED c Email: Willmar@bolton-menk.com c �Kw.bolton-mnkDom JnleN.eoA oi No s LEGEND Soil Name Hyl. Soil Group PROJECT BOUNDARY MUSYM SOILTYPE HYDGRP IMPAIRED, SPECIAL OR PROTECTED WATERS D67A NATIONAL WETLANDS INVENTORY ® ® DWSMA, LOW VULNERABILITY / \Y/ STEEP SLOPES (>33.3%) A RECEIVING WATERS 0 200 400 SCALE FEET SOIL TYPE SUMMARY Map Unit I Symbol Soil Name Hyl. Soil Group Erodibility MUSYM MUNAME HYDGRP MUHELCL D67A HUBBARD LOAMY SAND, 0 TO 2 PERCENT SLOPES A NHEL D67C HUBBARD LOAMY SAND, 2 TO 12 PERCENT SLOPES A PHEL D62A HUBBARD-MOSFORDCOMPLEX, 0TO3PERCENT SLOPES A NHEL 258 SANDBERG LOAMY COURSE SAND, 6 TO 30 PERCENT SLOPES A HEL 260 DUELM LOAMY SAND, 0 TO 2 PERCENT SLOPES A NHEL 406 DORSET SANDY LOAM, 0 TO 2 PERCENT SLOPES A NHEL 1257 ELKRIVER-MOSFORD COMPLEX, 0 TO 6 PERCENT SLOPES B PHEL 1378 FORDUM LOAM, 0 TO 2 PERCENT SLOPES B/D NHEL NHEL- Not Highly Erodible Land PHEL - Potentially Highly Erodible Land HEL- Highly Erodible Land LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION SHEET NO. SITE MAP C2.01 DIRECTION OF FLOW C2.XX FINAL STABILIZATION C2.XX SOILS C2.03 DRAINAGE STRUCTURES C1.XX DRAINAGE TABULATION C1.XX STORM SEWER PLAN & PROFILE SHEETS C5.XX-05.XX EROSION & SEDIMENT CONTROL DETAILS C2.04 EROSION CONTROL TABULATION C2.XX TURF ESTABLISHMENT TABULATION C2.XX NARRATIVE & NOTES C2.01- C2.02 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STORMWATER POLLUTION PREVENTION PLAN SITE AND SOILS MAP SHEET C2.03 HARD SURFACE PUBLIC ROAD i i PROVIDE RADIUS-/ 6" MIN AS NEEDED (TYP) THICKNE' 3" MINUS WASHED— COARSE AGGREGATE (OR APPROVED EQUAL) S/4" WASHEU KUL. 1' DEEP X V WIDE AROUND PERIMETI 1' 18" MIN CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE- MnDOT TYPE V (3733) GEOTEXTILE FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK 4' MAX SILT FENCE TO TIE - INTO BERM OF ROCK ACCESS EACH SIDE mss, �2 �G 2i ROCK CONSTRUCTION ENTRANCE NOT TO SCALE STUDDED STEEL TPOST INLET OPENING FILTER FABRIC WITH WIRE MESH F i'® —f, " MIN NOTE: GEOTEXTILE FABRIC SHALL z BE PER MnDOT SPEC 3886 z 2 G 2 SILT FENCE - HEAVY DUTY o a m NOT TO SCALE N PLASTIC'ZIP' TIES (50# TENSILE) LOCATED IN TOP 8" NOTES: 1. 1PLACE THE ROAD DRAIN -TOP SLAB MODEL DIRECTLY ON THE TOP OF STRUCTURE OR ON ENGINEER APPROVED ADJUSTING RINGS 2. INSTALL GASKET AND COVER CENTER OF GASKET WITH PIPE GREASE OR OTHER APPROVED LUBRICATION 3. PLACE THE FILTER MEDIA ONTO THE RISER PIPE 4. ADJUST FILTER MEDIA TO PROPER HEIGHT FOR OVERFLOW 5. CHECK RISER TUBE TO MAKE SURE IT IS FULLY EXTENDED AND ALL FILTER HOLES ARE EXPOSED 6. CHECK FILTER MEDIA AFTER EACH RAIN EVENT; CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER 7. REMOVE SEDIMENT AND DEBRIS FROM THE BASE OF THE RISER PIPE DIRECTION OF RUNOFF FLOW STEELSTUDDED'T' POSTS' MINIMUM LENGTH POSTS AT 6' MAXIMUM SPACING GEOTEXTILE FABRIC, 36" WIDTH II \-MACHINE SLICE u 8"-12" DEPTH (PLUS 6" FLAP) SILT FENCE - MACHINE SLICED NOT TO SCALE FILTER LOG -TYPE STRAW BIOROLL (OR AS SPECIFIED IN THE PLANS OR SPEC) -III= --- III TRENCH III =III= ,We=4 IIII 'I: III E�11 II I I-11= I- I1=11 I1=11 I1=11 I1�=11 1=1 I E 111111111111, Y2"X2"X16"LONGIII IIID I WOODEN STAKES WOOD STAKE 1 / I / I 41 / MAX. / SEDIMENT CONTROL LOG ALONG THE CONTOUR _ -II_II =1 1 1 I 1I=I1I1II-iIIIw-==IIIL III=III=III=III=III=-III==I 1 I=I = III "' I=1I 1=111=1I 1=111=1 11=1 I =1 11=1 1i= -I I�1�=L--III--III_ -III -III-I 11=1 I =1 11-I 11-I I I- -I=I I= =III NOTES: =III, II 11111 II 1 1=11- 1. OVERLAP ENDS OF FILTER LOG BY A MINIMUM OF 6" -11 NII -I 1-111=III-III 2. FILTER LOGS SHALL BE ACCORDING TO MNDOT SPEC 3897 III=111=1 AND INSTALLED ACCORDING TO MNDOT SPEC 2573. =_I-III-III=1 I12)I=�- 1=1 I_11 I- III- II-III- II-III- II -ISI- II - SEDIMENT CONTROL LOG PERIMETER PROTECTION NOT TO SCALE �.� 3-LEVEL(MIN) 4" OVERLAP ANCHOR SLOT ALTERNATIVE PLAN VIEW ZL \- OVERLAP GEOTEXTILE LY ASSEMBLY ON STAPLES / FABRIC 6" AND STUDDED STEEL POST FASTEN AT 2' S' MIN LENGTH NOTE: INTERVALS GEOTEXTILE FABRIC ANCHOR, OVERLAP & STAPLE WIRE MESH REINFORCEMENT PER MANUFACTURER'S SPECIFICATIONS FOLD UNDER 6" z w (EXTEND INTO TRENCH) ANHOLE COVER FABRIC ANCHORAGE TRENCH SEMBLY b BACKFILL WITH TAMPED NATURAL SOIL 6 " ? 4MIN � a m -F MIN SQUARE SECTION NOTE: ROUND SILT FENCE SHALL CONFORM TO THE REQUIREMENTS OF MnDOT SPECIFICATION 3886 ' INLET PROTECTION LAST REVISION: LAST REVISION: LAST REVISION: 04-2021 INLET PROTECTION 04-201 EROSION CONTROL 04-2021 ® BOLTON ® BOLTON ® BOLTON HEAVY DUTY SILT FENCE ROAD DRAIN BLANKET INSTALLATION & MENK PLATE NO. &MENK PLATE NO. &MENK PLATE NO. NOT TO SCALE 3-102 NOT TO SCALE 3.108 NOT TO SCALE 3-200 33 IHERESY CERTIFYTHATTHISPIAN,SPECIFICATION, ORgEPORTWASPREPARED slcrv[° MONTICELLO MINNESOTA SP 8605-59 (TH 25) ;� BY ORT"To M&Tf ADULY LICENSED 2040 HIGHWAY I2 EAST SHEET PR FE "+ESDTA. CITY ❑ Fb OLTON WILLMAR, MINNESOTA 56201HORZ O 25 SO VERT0 5 30 Phone: (320)231-3956 DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET SCALE FEET JUST `� & MENK Email:W .bol@bolton-menk.com N�onticella `LIE`RED STORMWATER POLLUTION PREVENTION PLAN C2.04 iii i�r�1 ruIQiOn/ 9/2023 www.bolton-menk.mm IEN.PROL.No. LIC DETAILS STEEL STUDDED'T' POST 5' MINIMUM LENGTH POSTS FASTEN GEOTEXTILE AT 6' MAXIMUM SPACING FABRIC TO POST WITH PLASTIC ZIP GEOTEXTILE FABRIC, 36" WIDE TIES (3 MINIMUM) (SEE NOTE 1) FABRIC ANCHORAGE TRENCH DIRECTION OF BACKFILL WITH TAMPED NATURAL SOIL RUNOFF FLOW —f, " MIN NOTE: GEOTEXTILE FABRIC SHALL z BE PER MnDOT SPEC 3886 z 2 G 2 SILT FENCE - HEAVY DUTY o a m NOT TO SCALE N PLASTIC'ZIP' TIES (50# TENSILE) LOCATED IN TOP 8" NOTES: 1. 1PLACE THE ROAD DRAIN -TOP SLAB MODEL DIRECTLY ON THE TOP OF STRUCTURE OR ON ENGINEER APPROVED ADJUSTING RINGS 2. INSTALL GASKET AND COVER CENTER OF GASKET WITH PIPE GREASE OR OTHER APPROVED LUBRICATION 3. PLACE THE FILTER MEDIA ONTO THE RISER PIPE 4. ADJUST FILTER MEDIA TO PROPER HEIGHT FOR OVERFLOW 5. CHECK RISER TUBE TO MAKE SURE IT IS FULLY EXTENDED AND ALL FILTER HOLES ARE EXPOSED 6. CHECK FILTER MEDIA AFTER EACH RAIN EVENT; CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER 7. REMOVE SEDIMENT AND DEBRIS FROM THE BASE OF THE RISER PIPE DIRECTION OF RUNOFF FLOW STEELSTUDDED'T' POSTS' MINIMUM LENGTH POSTS AT 6' MAXIMUM SPACING GEOTEXTILE FABRIC, 36" WIDTH II \-MACHINE SLICE u 8"-12" DEPTH (PLUS 6" FLAP) SILT FENCE - MACHINE SLICED NOT TO SCALE FILTER LOG -TYPE STRAW BIOROLL (OR AS SPECIFIED IN THE PLANS OR SPEC) -III= --- III TRENCH III =III= ,We=4 IIII 'I: III E�11 II I I-11= I- I1=11 I1=11 I1=11 I1�=11 1=1 I E 111111111111, Y2"X2"X16"LONGIII IIID I WOODEN STAKES WOOD STAKE 1 / I / I 41 / MAX. / SEDIMENT CONTROL LOG ALONG THE CONTOUR _ -II_II =1 1 1 I 1I=I1I1II-iIIIw-==IIIL III=III=III=III=III=-III==I 1 I=I = III "' I=1I 1=111=1I 1=111=1 11=1 I =1 11=1 1i= -I I�1�=L--III--III_ -III -III-I 11=1 I =1 11-I 11-I I I- -I=I I= =III NOTES: =III, II 11111 II 1 1=11- 1. OVERLAP ENDS OF FILTER LOG BY A MINIMUM OF 6" -11 NII -I 1-111=III-III 2. FILTER LOGS SHALL BE ACCORDING TO MNDOT SPEC 3897 III=111=1 AND INSTALLED ACCORDING TO MNDOT SPEC 2573. =_I-III-III=1 I12)I=�- 1=1 I_11 I- III- II-III- II-III- II -ISI- II - SEDIMENT CONTROL LOG PERIMETER PROTECTION NOT TO SCALE �.� 3-LEVEL(MIN) 4" OVERLAP ANCHOR SLOT ALTERNATIVE PLAN VIEW ZL \- OVERLAP GEOTEXTILE LY ASSEMBLY ON STAPLES / FABRIC 6" AND STUDDED STEEL POST FASTEN AT 2' S' MIN LENGTH NOTE: INTERVALS GEOTEXTILE FABRIC ANCHOR, OVERLAP & STAPLE WIRE MESH REINFORCEMENT PER MANUFACTURER'S SPECIFICATIONS FOLD UNDER 6" z w (EXTEND INTO TRENCH) ANHOLE COVER FABRIC ANCHORAGE TRENCH SEMBLY b BACKFILL WITH TAMPED NATURAL SOIL 6 " ? 4MIN � a m -F MIN SQUARE SECTION NOTE: ROUND SILT FENCE SHALL CONFORM TO THE REQUIREMENTS OF MnDOT SPECIFICATION 3886 ' INLET PROTECTION LAST REVISION: LAST REVISION: LAST REVISION: 04-2021 INLET PROTECTION 04-201 EROSION CONTROL 04-2021 ® BOLTON ® BOLTON ® BOLTON HEAVY DUTY SILT FENCE ROAD DRAIN BLANKET INSTALLATION & MENK PLATE NO. &MENK PLATE NO. &MENK PLATE NO. NOT TO SCALE 3-102 NOT TO SCALE 3.108 NOT TO SCALE 3-200 33 IHERESY CERTIFYTHATTHISPIAN,SPECIFICATION, ORgEPORTWASPREPARED slcrv[° MONTICELLO MINNESOTA SP 8605-59 (TH 25) ;� BY ORT"To M&Tf ADULY LICENSED 2040 HIGHWAY I2 EAST SHEET PR FE "+ESDTA. CITY ❑ Fb OLTON WILLMAR, MINNESOTA 56201HORZ O 25 SO VERT0 5 30 Phone: (320)231-3956 DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET SCALE FEET JUST `� & MENK Email:W .bol@bolton-menk.com N�onticella `LIE`RED STORMWATER POLLUTION PREVENTION PLAN C2.04 iii i�r�1 ruIQiOn/ 9/2023 www.bolton-menk.mm IEN.PROL.No. LIC DETAILS J J BACK OF SIDEWALK PAYMENT SHALL INCLUDE ALL MATERIALS, PLACE BARRIER FRAME PLACE BARRIER FRAME CURB INLET FILLING OF LOG, PLACEMENT, ATOP PRE -CAST TOP SLAB ATOP PRE -CAST TOP SLAB MAINTENANCE & REMOVAL; 80% OF BID PRICE SHALL BE PAID UPON BACK OF CURB PROPER PLACEMENT WITH THE FINAL 20% PAID UPON REMOVAL MIN MIN COARSE FILTER AGGREGATE �] `COARSE FILTER AGGREGATE ° PLACED TO COVER PLACED TO COVER 0 0 0 0 0 0 °o o PERFORATIONS 0 0 0 0 0 0 / PERFORATIONS oo°pOpo o °O °000000 NOTE: / THIS INLET PROTECTION IS USED DURING ��� °° ° 0 0 0°0 oa ° ° o o °o°o°o°o°o°o ROUGH GRADING ONLY, USE BEFORE ROAD IS OPEN TO TRAFFIC OR IS PAVED FILL ROCK LOG WITH 45 LBS. OF OPEN GRADED AGGREGATE CONSISTING OF ENDS SECURELY CLOSED TO INLET PROTECTION SOUND, DURABLE PARTICLES OF CRUSHED PREVENT LOSS OF OPEN WITH ROCK LOG QUARRY ROCK OR GRAVEL CONFORMING GRADED AGGREGATE FILL, TO THE FOLLOWING GRADATION. SECURED WITH 50 PSI ZIP TIE GRADATION SIEVE SIZE PERCENT PASSING 11/2" 100 COARSE FILTER AGGREGATE COARSE FILTER AGGREGATE r' 95-100 3/4" 65-95 3/8" 30-65 / � PLACED TO COVER PERFORATIONS O PLACED TO COVER PERFORATIONS N04 30-35 5"0 GEOTEXTILE SOCK, TYPE WOVEN - - N010 3-20 MONOFILAMENT CONFORMING TO N040 0-8 No zoo 0-3 SPEC. 3886 TABLE 3886-1. MACHINE - - - SLICE NOTE: CRUSHED CONCRETE OR BITUMINOUS SEAM JOINED BY TWO ROWS OF STITCHING SHALL NOT BE USED FOR OPEN WITH A PLASTIC MESH BACKING OR HEAT GRADED AGGREGATE. BONDED (OR APPROVED EQUAL) TOP VIEW TOP VIEW OPENING IN WALL OPENING IN WALL PERFORATED WALL PERFORATED WALL 0 0 0 0 0 0 0 0 00000000 00000000 00000000 FRAME 00000000 00000000 FRAME 00000000'��� 00000000 000 0 000 00000000 ...;CATCH BASIN WALL ,. CONE SECTION WALL ® BOLTON INLET PROTECTION ROCK BAG LAST REVISION: oa-zozl ® BOLTON INLET PROTECTION LAST REVISION: oa-zozl &MENK & MENK PERFORATED WALL NOT TO SCALE PLATE NO. 3-105 NOT TO SCALE PLATE NO. 3.107 0 ZS 50 Q 5 1a HEREBYCERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ORUf ER Y RECTSPER ISI dANOTHATI ADULYOCENSED PR FE f Ef J T! ST ESOTA. ry�I 7 ( gpLTON 2040 HIGHWAY 12 EAST WI2 40 R, MINNESOTA 56201 CITY ❑ F 1� SIGNED MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN HORZ. VERT. V G V I B Phone: (320)231-3956 � lt1G�llo EHECREp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C2.05 STORMWATER POLLUTION PREVENTION PLAN SCALE FEET SCALE FEET fiC MENK Email: Willmar@bolton-menk.com w Jusr rub ic�n9/2023 ENTPgpLNG, .bolton-menk.Dom DETAILS 155021002300 FLORENCE A MAYER 110 CRAIG LN 0+00 155021002410 / JASON CATION & 111 KENNETH LN \ \ - N30 \ \ ShZONooPc1� N f. 155021002420 ,� \ fig'(-EHN0 l"02300 110 JUNE R LANNERSTRUST j0 / OOUGLASFRANKS& 506W 3RD ST \ / \ 1311 W BROADWAY ST 1+00 2+00 3+00 4+00 5+00 6+00 7+00 BROADWAY STREET W (CSAH 75) p -------------------- --------v- ------------------ ------- a ---- -----o ------ --- _� -- 15109000030 _ —714— ------------------- - — -- ------_— 0 © ITV FMONTI L ? — JP ------- _--- 5 ALN UT TE --- --- — -- --- ---- ----- -- __ --- - _ i� -- - - o j / at EROSION CONTROL LEGEND ~ EXISTING/PROPOSED M5 SILT FENCE, TYPE MS DRAINAGE FLOW HI SILT FENCE, TYPE HI PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE �► STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE A STnRM DRAIN INI FT PROTFCTinN at u W_ a BROADWAY STREET W (CSAH 75) 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 Lu --------------_ --- -- - �-1 - -- -- -- ------ _- -- -- -- -- -- -- -- -- --amu--„ ---- -- -- -- -- -- — J DONALD P & LANAE 0 5 M PROSPER 155187000 1217 PRAIRIE PINE CT 155104001130 155104001140 155104001150 155104001160 LANT JAa JOSEPH & LISA BOLNET E BRIDGLAND ILLIAM L & ROSANNA FAI CHARLESJ & BARBARA G LAR ON L �o 1319 PRAIRIE CREEK LN 1317 PRAIRIE CREEK N 1313 PRAIRIE CREEK LN 1311 PRAIRIE CREEK LN _ a i 155104001170 ,«,rwr,D„Rn ,cs,=01190 ,cc,n-200 c 33 IHEREBY CERTIFYTHAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED 11"[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECTS PER I51 dANOTHATI ADULYLICENSEO gpLTON 2040 HIGHWAY 12 EAST SHEET 2 0 25 50 PR FE I 1 Ef 1 T! ST +EsoTA. CIii�eRo DRAW”SryT�I(RR 7y�J°°pp��yy�� WILLMAR, MINNESOTA 56201�V L�G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT.oHORZ. � Phone:(320)231-3956W SCALE FEET UST��� Email: Willmar@bolton-menk.com o`""P`° STORMWATER POLLUTION PREVENTION PLAN52 C2.OG �) x I c ND. ash rub iOn/ 9/2023 ,�c M E N K www.bolton-menk.com EN PRDLND. EROSION CONTROL PLAN 155012002030 155012002020 I WENDVROBINSON 1 1220 SANDY LN KEITH ESTES & — — — 1224 SANDY LN — — — — — — — — — L 16+00 _ _ 17+00 CO 1M � n 30 _ 155012002040 _O DEAN M CARSTENS 155012002050 1216 SANDY LN STEVEN LOUIS CHRISTEN & 155012002080 CAROLA LOVEGREN TR 1205 WEST BROADWAY ST 1212 SANDY LN X x x x X- _ O —O O C 30 iti — —.3 A �► II FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX I - 18+00 155187001040 BRIAN C JAMES& 155187001030 1215 PRAIRIE PINE CT 155187001020 JOSEPH P II & MARY T O'HARA 3593 S AGAVE WAY MARTIN 0 & NICOLLE M ROBECK 1211 PRAIRIE PINE Cr .&J 1 i� _O y GC Y M5 155012002080 CAROLA LOVEGREN TR 1205 WEST BROADWAY ST W W W A 1` HI O O C 30 iti — —.3 A �► STORM DRAIN INLET PROTECTION (EXISTING INLET) i 3 N1� \ yt 30 G—G—G—GG \ G I GAG G G G G—G�G G Gam— C A BROADWAY STREET W (CSAH 75) 19+00 20+00 - 21+00 _ 22+00 — A A ~ - I� IV 010 / \ �i�i�/ AGI,111-3 L x x x x x x x x x x x x $x x x x x x x� I II I I III II I� U W II a a T 155232001020 KIRK &M RYL KJELLBERG 155232001030 1123 W BROADWAY ST KIRK & MARYLKJELLBERG I I I 155020004023 _ M E & J004025 NE ' 1123W BROADWAY ST MARK 15520400104 OOLSEN I3 DAME ETC G& I I I WILLIAM E&JULIEA MI LLER DEC 18222 195TH�STTION 1111 BROADWAY W _ 1119 BROADWAY 1115WBROADWA%T I 1. —j—c I/ cc—ccc—cc--mac c--c—cam c�—c 30 c—o_--►o o/ —Cc C G—G GCC— I C�C�C G G T F 7 > �' ••'S,••.-��:X-T '> •"-�-� s:� ; a.��—��� - > G�LG I G I I I I I T ��+— �-T—� I `�—�—�--�� G— > > > ~ BROADWAY STREET W (CSAH 75) 24+00 _ 25+00 _ 26+00 27+00 28+00 1 - - - ----- ------------- -''-------------f_i/ VIII/ , I I xx x x 155500034302 INDEPENDENTS HOOLDIST 882 — 302 WASHINGTON ST i� 33 0 25 50 c o HORZ. W SCALE FEET I HEREBY CERTIEV THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! YJfURECT�T' IS( Ip�dAND�SThTAJPµlyWE50TA.D OLTON JUST IM('p(�./JUSTugh, rU�ic�t/19/20ruuc ic�InV�23 & MEN K 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com AVS_ —-.-- — ---r."" = Jm CITY OF AWN Monticello DRAWN J CLIENTPROJ. No, 155020004031 CHRISTOPHER G YAGER & 1101 W BROADWAY ST c GO ' C 30 GC 30 GC S( I�I� 29+00 _ _ 30+00�l- � � I EROSION CONTROL LEGEND y EXISTING/PROPOSED M5 SILT FENCE, TYPE MS DRAINAGE FLOW HI SILT FENCE, TYPE HI PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE A �► STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX STORM DRAIN INLET PROTECTION (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE (PROPOSED INLET) �pOD00% SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRE SEED MIX = 25-131 @ 220 LB/ACRE HYDRAULIC MULCH MATRIX FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.B.2), @ 2000 LBS/ACRE ROLLED EROSION PREVENTION CAT 25 := SEE STREETSCAPE PLAN (1-2.00 SERIES SHEETS) FOR PLANTING AREAS &PERMANENT STABILIZED CONSTRUCTION EXIT (TO BE DETERMINED BY CONTRACTOR ': STABILIZATION & MARKED ON PLANS) I HEREBY CERTIEV THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! YJfURECT�T' IS( Ip�dAND�SThTAJPµlyWE50TA.D OLTON JUST IM('p(�./JUSTugh, rU�ic�t/19/20ruuc ic�InV�23 & MEN K 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com AVS_ —-.-- — ---r."" = Jm CITY OF AWN Monticello DRAWN J CLIENTPROJ. No, 155020004031 CHRISTOPHER G YAGER & 1101 W BROADWAY ST c GO ' C 30 GC 30 GC S( I�I� 29+00 _ _ 30+00�l- � � I - — - - — - - - - - - - - --- - Ll ---------------- H ILILI N 0 M N "AI MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.07 STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN 31+00 - — - - — - - - - - - - - --- - Ll ---------------- H ILILI N 0 M N "AI MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.07 STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN ----- ----- ----------- II /D H N I I . 155010044040 N MICHAEL W HENDRICKS 8, I.IJ 901 BROADWAY = 155010045010 V CHUAN LIN . y''j\ 535 OAK RIDGE CIR !. •1 I / (I II a / \/ I - - -�_ _�-----9-----0--------2-- -0--x.2 �' B- 0 Q 0 0 e� (00 00 0 EROSION CONTROL LEGEND EXISTING/PROPOSED DRAINAGE FLOW PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE N45 HI A r► SILT FENCE, TYPE MS SILT FENCE, TYPE HI STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE �a000D STORM DRAIN INLET PROTECTION (PROPOSED INLET) SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: O� �O SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRE SEED MIX = 25-131 @ 220 LB/ACRE HYDRAULIC MULCH MATRIX FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.8.2), @ 2000 LBS/ACRE i- SEE STREETSCAPE PLAN (1-2.00 SERIES SHEETS) STABILIZED CONSTRUCTION EXIT FOR PLANTING AREAS & PERMANENT (TO BE DETERMINED BY CONTRACTOR -I 155020005070 PAULROLSEN 1025 W BROADWAY ST & MARKED ON PLANS) !. I 155020005121 DAVID J &ELIZABETH A BOTH / 921BROADWAY W / N 155020005112 SUSAN AJOHNSON-WEVHRAUCH 925 W BROADWAY ST _ \ 155020005080 I KEITH B&JACQUELYN)PETERSE 1023 BROADWAYW I /� -J / 15 020005090 AG SDEMARAIS I� 3021 BR ADWAVS W 155020005100 RICHARD D DIXON 1017 BROADWAYW I I 155020005111 TEDDY ROOT& 1011W BROADWAY ST r I 1 ROSEA DAHLIN ROSE A DAHLIN 3BROADWAY 91 W 155010044031 ROSE A DAHLIN 913 BROADWAY Y `I \\\\\ �- 1�I/� a -� CC—C�—C C—CCC CTC C �C C� B—f—�B-�—��� C I �0 C30 30 30 � 30 �6 30 K- 30 C Ci --C 30 30 3O 1 30 C�F� o C �C C�C CSC C—C C O @ 3T 30 30 C—C-C 30 ��0 O 30 �. 30 CCC 3U� �— 30 30C �3P— �� CC C C C C —�I—�I C C C C C� I C --C� I C� > > �> > > cmc c G 0 6' § G 31+00 32+00 33+00 34+00 35100 36100 37+00 38+00 BROADWAY STREET W (CSAH 75) ----- ----- ----------- II /D H N I I . 155010044040 N MICHAEL W HENDRICKS 8, I.IJ 901 BROADWAY = 155010045010 V CHUAN LIN . y''j\ 535 OAK RIDGE CIR !. •1 I / (I II a / \/ I - - -�_ _�-----9-----0--------2-- -0--x.2 �' B- 0 Q 0 0 e� (00 00 0 JOSEFINA T MEDINA-CCAHUANCAMA 813 W BROADWAY ST 155010045020 JUSTIN A & KAYLA A WALBURN 827 W BROADWAY ST 113 ELM ST — \I/ \a✓— a �..::. ��/ -- — -- — -- -- -- — ` - - 3 30 30 30 —mow 30 3 •- '-•- ' •• —cmc I c III I.. . 110. ----I -I— —I II- '�, \ BROADWAY STREET W (CSAH 75) 39+00 \' \ o L� — 40+00 _A I 155010043050 ROGER L & TAMMI L PACHAN 900 BROADWAY W 25 50 c o HORZ. - W SCALEFEET �i 155010042100 DONAVAN GARY DEPATTO 824 BROADWAY ST W i I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! Y�JfUgRS5E��C++TSIJPT' IS( lad AN05TA�Aj�NypfdE50TA0 .1. N.V J ns ru i on9/2023Lp�ru�u c i onV9/2023 155010042090 JAMES H & DEBRA A ADAMS 155010042070 STEVE MASKOWSKI JR & 806 W BROADWAY GHWAY 12 EAST BOLTON Wi2040 LPhoneI'120)E211-1116201 & M E N K Email: W .bolton-mmar@boItonk.com com www.bolton-menk.com 155010042060 RACHEL NORMAN ETAL 1867 LACHMAN AVE NE CITY ❑F Monj eRoF,.-.WK.ED� JNB. 155010046010 DAVID e & DOROTHY KRANZ 743 BROADWAY W 155010046021 ROSE K MILLER 739 W BROADWAY ST 155010043070 DAVID CASTRO & 906 W BROADWAY ST 155010046020 STEWART W &REBECCA SAHLB 737 BROADWAY W I I I I I I I I I II I I I I I 44+00 _ _ 45+00 _ _ 46+00 e tt155010041130 STEVEN ANDERSON 742 W BROADWAY ST J W 155010041100 ROBERT J & MARY A LAGERGREN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN SHEET 02.08 EROSION CONTROL LEGEND EXISTING/PROPOSED DRAINAGE FLOW PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE N45 HI A r► SILT FENCE, TYPE MS SILT FENCE, TYPE HI STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE �a000D STORM DRAIN INLET PROTECTION (PROPOSED INLET) SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: O� �O SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRE SEED MIX = 25-131 @ 220 LB/ACRE HYDRAULIC MULCH MATRIX FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.8.2), @ 2000 LBS/ACRE ROLLED EROSION PREVENTION CAT 25 SEE STREETSCAPE PLAN (1-2.00 SERIES SHEETS) STABILIZED CONSTRUCTION EXIT FOR PLANTING AREAS & PERMANENT (TO BE DETERMINED BY CONTRACTOR STABILIZATION & MARKED ON PLANS) JOSEFINA T MEDINA-CCAHUANCAMA 813 W BROADWAY ST 155010045020 JUSTIN A & KAYLA A WALBURN 827 W BROADWAY ST 113 ELM ST — \I/ \a✓— a �..::. ��/ -- — -- — -- -- -- — ` - - 3 30 30 30 —mow 30 3 •- '-•- ' •• —cmc I c III I.. . 110. ----I -I— —I II- '�, \ BROADWAY STREET W (CSAH 75) 39+00 \' \ o L� — 40+00 _A I 155010043050 ROGER L & TAMMI L PACHAN 900 BROADWAY W 25 50 c o HORZ. - W SCALEFEET �i 155010042100 DONAVAN GARY DEPATTO 824 BROADWAY ST W i I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! Y�JfUgRS5E��C++TSIJPT' IS( lad AN05TA�Aj�NypfdE50TA0 .1. N.V J ns ru i on9/2023Lp�ru�u c i onV9/2023 155010042090 JAMES H & DEBRA A ADAMS 155010042070 STEVE MASKOWSKI JR & 806 W BROADWAY GHWAY 12 EAST BOLTON Wi2040 LPhoneI'120)E211-1116201 & M E N K Email: W .bolton-mmar@boItonk.com com www.bolton-menk.com 155010042060 RACHEL NORMAN ETAL 1867 LACHMAN AVE NE CITY ❑F Monj eRoF,.-.WK.ED� JNB. 155010046010 DAVID e & DOROTHY KRANZ 743 BROADWAY W 155010046021 ROSE K MILLER 739 W BROADWAY ST 155010043070 DAVID CASTRO & 906 W BROADWAY ST 155010046020 STEWART W &REBECCA SAHLB 737 BROADWAY W I I I I I I I I I II I I I I I 44+00 _ _ 45+00 _ _ 46+00 e tt155010041130 STEVEN ANDERSON 742 W BROADWAY ST J W 155010041100 ROBERT J & MARY A LAGERGREN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN SHEET 02.08 E© I 80IO ER 1 ELLIOTT I11004ROADWAV ST 155010046050 155010047010 II _ CHARLES MAUE MATTHEW W SALGE 155010046040 24665141ST AVE N �R 643 W BROADWAY ST-_A1L�_,p� �., 155010048010 HEATHER 1 ELLIOT' v (Y 'RQ JONATHAN & CHERISE MACHMER — 549 W BROADWAY ST 531 W BROADWAY • :B� 303b,• 30 3 ";OE. OE OE Of OE.— -ti 1% OE OE —� OE O OE — - BROADWAY STREET W (CSAH I75) a I + + __ + 47.00 00 _ 54 00 - r CC \ A LL A ::•• 155010040080 155010040060'•- 155010040110 MARK D WALTERS MITCHELL D HAVES & BR R MARTIN & 618 W BROADWAY ST 203 MINNESOTA ST 155010041060 155010040130 BR EASTWOOD LN (/� 155010041080 LOREN J O'SELL TROY D &JACgUELINE D DECKER 155010039130 ELAINE F ROHLF 700 W BROADWAY STII II 648 15 327894TH ESTATE L C _ 718 BROADWAY W • R� .� 155010048070 , CHASE CLEVELAND & 519 W BROADWAY ST H ti N W �t Z 155010048090 STEVEN M& COLLEEN M SOI W BROADWAI T H N W J a 211 •••••••••• WE O --------------55'66 ----------------- 56+00 57+00 > >�F —> o m � EROSION CONTROL LEGEND { WiLPhoneHIGHWAY320)E231-3 EXISTING/PROPOSED DRAINAGE FLOW PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE N45 HI A r SILT FENCE, TYPE MS SILT FENCE, TYPE HI STORM DRAIN INLET PROTECTION (EXISTING INLET) 1327894TH AVEN FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE STORM DRAIN INLET PROTECTION (PROPOSED INLET) SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: O0$000D� % SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRESEED MIX = 25-131 @ 220 LB/ACRE �s HYDRAULIC MULCH MATRIX FM FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.B.2), @ 2000 LBS/ACRE 0 25 ROLLED EROSION PREVENTION CAT 25 c o HORZ. 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IHEREBYCERTIFYTHATTHISPIAN,SPECIFICATION,ORgEPADULY PREP- SIGNFO MONTICELLO, MINNESOTA SP 86O5-59 (TH 25) BY ORUN ER Y RECTS PER I51 ANDTHATI ADULYLICENSEO gpLTON 2040 HIGHWAY I2 EAST SHEET - () 10 20 PR FE E T ST EsoTA. i�e DRAwN R 7°p�y� WILLMAR, MINNESOTA 56201l G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTPhone: (320) 231 -men o ll cHFCRFD GRADING C3.04 SCALE FEET JUST & M E N K Email: W .bol@bolton-menk.com ru i on9/2023 www.bolton-menk.mm �= IFMPRD,.ND. WEST BRIDGE PARK �� - ... a III Lu W a I: 0 ? I o a. I d _ , I o 91462 of A e� CONSTRUCTION LIMITS (TYP) d!V A a• I A// �I 916 \ \ I• .... i� •4 9.79 ffi• • / \\ A i SPOT ELEVATION LEGEND BC (BOTTOM OF CURB) TC (TOP OF CURB) TF (TOP OF FOOTING) BS (BOTTOM OF STAIR) TS (TOP OF STAIR) BW (BOTTOM OF WALL) TW (TOP OF WALL) ME (MATCH EXISTING, VERIFY IN FIELD) II - I------ ----- I X CONSTRUCTION LIMIT ---- S (TYPj ------- 912 --------- A/ A - Ld 913.64 913.93 0l� BW W 916.85 --------- 913 BW 914.40 - TW 917.85 - 12 n �D'TW915.85 BW 915.04 _TW 918.85 -- ----� / 915TW 917 - v BW 914.10 BW 14.40 BW 915.04 9TW 918.85 BW 915.80 It / --�2 / 6 _ - 915 - -----_ ---- - TW 915.85 d �_ TW 919.85 --- - __ 24 k., d ° ;W 915.80 TW 919.85 BW 914. � -BW 917.05 TW 916.85 " a. a TW 920.85 2 5.92: \ BW 914.24 ��-- o r. ° d ma X163 <� c '• BW 91705~ _ $5�f-- ---- -- / 809 _ ✓ _- aTW 92085 ° --- 920 ' BW 18.12 �-��--R - �9'-c-- - -- - ° b ° 919.5° 92 / -y ---- --- =------------ _ 922---- 914 ----------------- 1--- ro 22.2 23 69 yae> $ _ - :: ° " a d a..' - -- - - - - o a ti 22 5 : .a,' p,.?� ..:. a e �.• _ d --- �a '°� ed ° a. ^ e° LL jffy- ¢ a t _ -'� _ s nom_ .• .. - M n�' ---- - '" --- - - i i .46 23.0 a Zm n92 _ _ _ _-- ___ 92361 ------------------------- -923.56 9 �---- ---- - - ---- -- _- - -- - ° -- _ -- -- ---� -- _ - ----- -- i 3 - 3_ U3 \ __ - - - - -923.4 924.O 3 - nq" E -------------------------- E _----____ _ n --------^----------- EE �_____-EE - [i _--- << 9zz------- - RIVER STREET ----------- ------------------ --- ------------------------- s - _,'^. IHEREBYCERTIFYTHATTHISPIAN,SPECIFICATION,ORgEPADULY PREP- SIGNFO MONTICELLO, MINNESOTA SP 86O5-59 (TH 25) BY ORUN ER Y RECTS PER I51 ANDTHATI ADULYLICENSEO gpLTON 2040 HIGHWAY I2 EAST SHEET - () 10 20 PR FE E T ST EsoTA. i�e DRAwN R 7°p�y� WILLMAR, MINNESOTA 56201l G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTPhone: (320) 231 -men o ll cHFCRFD GRADING C3.04 SCALE FEET JUST & M E N K Email: W .bol@bolton-menk.com ru i on9/2023 www.bolton-menk.mm �= IFMPRD,.ND. 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ME 923.57 ME=923.63 ME=923.80° ! 9. 59 . e = 25.63 _ E=925J7''x° Lu W W W Z 0- 11 1 "1 SPOT ELEVATION LEGEND BC (BOTTOM OF CURB) TC (TOP OF CURB) TF (TOP OF FOOTING) BS (BOTTOM OF STAIR) TS (TOP OF STAIR) BW (BOTTOM OF WALL) TW (TOP OF WALL) ME (MATCH EXISTING, VERIFY IN FIELD) MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT GRADING WEST BRIDGE PARK SHEET C3.05 O o HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED slcx[D "� C) 10 20 BY ORUf SER Y RECTSIIJJPERrI51Q�I ANOTHATIggApppQQQADULY LICENSED PR FE ! 1 Ef dPyYyTI, BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201HORZ. CIjj�eflo gWry V / Phone: (320) 231-39 nk.comCHECKED Email: W SCALE FEET JUST /'� to ru i Qn/ & M E N K .bol@n-rnen-menk.com www.bolton-menk.mm ry PRC),ryo. 9/2023 Lu W W W Z 0- 11 1 "1 SPOT ELEVATION LEGEND BC (BOTTOM OF CURB) TC (TOP OF CURB) TF (TOP OF FOOTING) BS (BOTTOM OF STAIR) TS (TOP OF STAIR) BW (BOTTOM OF WALL) TW (TOP OF WALL) ME (MATCH EXISTING, VERIFY IN FIELD) MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT GRADING WEST BRIDGE PARK SHEET C3.05 TW 923.10 TW 924.10 TW 921.50 BW 919.02 ------------- 155010054 —155010054030 W III H LUM CHI LLC I \ • / /. W 2616168TH LN NW II tA I INSTALL SALVAGED HYDRANT & GV N U 0 8" GV &BOX CONNECT TO EX WM F&I 1EA8"X6"TEE 15 LF6"WM STA 0+68.78, 14.74' LT G=925.65 ...,�..........a. 30 30 0+00 n � I < D S G<< rr WATER SERVICE: FIELD VERIFY SIZE &MATCH EX. 5501005011 N ^ J MONTICELLO EDA NALNUT ST STEI . 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LE L V eT I ^ / ✓ Phone: (320)231-3956 Il�ontlCello cHECRED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 4.02 WATERMAIN PLAN &PROFILE RIVER STREET SCALE FEET SCALE FEET 3 )� Email: �c M E N K Email: Willmar@bolton-menk.com w .bolton-menk.com JUST 1.ND. an rub ion/g/zozs MPRD'."° ® P I z 3 8 I 155144001080 — F n DOUGLAS MCCALL — -208 FRONT SL- I P 155144001090 SIPE FAILY FRONTSBLE UVTR P:X --- � 155144001100 ' • 200 FRONT ST LLC V ® 200 FRONT ST I I I x. 8" GV & BOX- CONNECTTO EX WM v I,O LU D 3 OE O. /I\ 8" GV & BOX I ...... .... 9 0 / CONNECT TO EX WM v 0. WALNUT STREET o 3+00 }— > W M 0 0 -- L >>> % co > / > — I li v _ •o \II ° p W n p W / v Lu — � I F&I I A 14 LF 1" PE WATER SERVICE / = 1" CORP STOP v I — 1" CURB STOP & BOX WALNUT STREET .............................................. �....... ...... . ......... ......... ......... ......... ...FG'PRO ILE OVER PI ...... ... ......... ......... ......... ......... ......... ......... ......... ......... �.\ .. ......... ......... ......... .....EG PR FILE OVER'IPE....... ......... ......... ......... ......... ......... ......... ......... ......... 9 20 ......... ......... ........ 920 .........CON{VE • TO•EX WM• .\... . . .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... - -- ......... .... 09 HELD..... .......)......... .. .. .... ...—._.. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... - ......... ......... .. ... ..."t ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 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O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T [> F ICN[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET ca HORZ VERT. �V L��i I V lV IVIMENK Phone: (320)231-3956 ocxrcPED CHE DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT WATERMAIN PLAN & PROFILEC4.03 WALNUT STREET SCALE FEET SCALE FEET Email:Willmar@bolton-menk.com W W W.bolton-menk.com JUST�� rub iOn/ 9/2023 `" "° "° � Q Y Lu Lu H W N 0 LLI W H H z W LLI N W CZC J Lu Lu 1 15501004 010 1 G N d ® 15 W CHUAN LIN 15501004SO0 Q N p CITY 1535 OAK RIDGE CIA JUSTINA&KAYLAAWALBURN II SOSW 827 W BROADWAY ST II I 15501 090 A Z STEVEN M & CO EN M HAGEDON V O I IONATIHHAJ 91 501 W ADWAY ST � - =i ,J ` 30 3 30 OE OE OE —^A— OE 0 OE — — — 30 OE 30 301 30 OE OE OE OE O I pE OE OE A L w \ A ,J ^ AI— L — a0 41 S253 MH E s7 60 �> 61 BR ADWAY STREET W (CSAR 75) BROADWAY STREET W (CSAR 75) BROADWAY STREET W (CSAR 75) BROADWAY STREET >-, > (CSAR 75) > / O ^ A p ^ O 1SN5COE 37140 V" CLARENCE A WCCARTY& 155010039060 155010038060 319 W 3RD 5T F& I T CLIM C& DIANE C HERDST p IODV R lENSEN 27 LF 1" PE WATER SERVICE F & I 301 FRONT ST I 400 BROADWAY W F & I o 1" CORP STOP 20 LF 1" PE WATER SERVICE J1 20 LF 1" PE WATER SERVICE 1" CURB STOP & BOX 1" CORP STOP1" CORP STOP Q CONNECT TO EX WM 1" CURB STOP & BOX / CONNECT TO EX W / - 1" CURB STOP & BOX M CONNECT TO EX WM 155010042100 1 DONAVAN GARY DEPATTO 824BROADWAYSTW WATER SERVICE & SAN MH WETATER SERVICE CONNECTION AT CHESTNUT STRECONNECTION AT MINNESOTA STREET SAN MH CONNECTION AT MAPLE STREET WATER SERVICE CONNECTION AT LINN STREET BROADWAY STREET W CSAH 75 940 I ................................................ 940 940 .........I.................. ......... ......... ......... 940 ................... ........ ........ ............. . .............. .IVIRT .......... ............... 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I V I � Phone: (320)231-3956 ,onticella `xECRED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c5.o2 SCALE FEET SCALE FEET JUST � �c M E N K Email: Willmar@bolton-menk.com STORM SEWER PLAN &PROFILE i UMC ru i On, 9/2023 www.bolton-menk.com CLIENTPR°,.NO. RIVER STREET V .....° ....... r IIS i II I {l} II I < <-<-<-< �1 nl II II II II II II II 7+00 12" RCP r` RIVER STREET a BLOCK 52 PROJECT WORK AREA BY OTHERS I I I • �F : 1 155010059030 BIHLUM CHI LLC (SHOWN FOR COORDINATION PURPOSES) II 2616168TH LN NW 1 UJI RIVER STREET 940 ......... ......... ......... ......... ......... ......... 940 935 1 H ......... ......... ......... ......... ......... ......... ......... ......... ......... 935 H I II ...... • • PG•PRO FIL • Z ......... ••••• .OVERPIP ••••••••• .42".SW .. 930 I I - B 1* ........ 930 62C ......... ......... ......... " *DESIGN R-1" ""' a ........ . 50_ - \ 3 R`924.22; BD`5:1'0" " tiry 3+00 - 4+ 0 .1-919.13'2"'NW' , , , .1=909.1 . 24.' SE... 2 ................ 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Phone: (320) 231-3956 , N�ont�cella cxecRED C5.04 SCALE FEET wsT p �e M E N K Email: Willmar@bolton-menk.com STORM SEWER PLAN & PROFILE �q W W W.bolton-meonk.com IexrPRo� No Dlsi rub ic�n9/zoz3 WEST BRIDGE PARK a= 155021002300 ISONATION /1 ASO y5501 POp,GN�N plP N N FLORENCE A MAYER \ JASON CATION & 110 CRAIG LN 111 KENNETH LN � 1R LANN02420 LUNE R6 W IRDS TRUST 506 W 3RD ST 10 K 111121 01110 UGLAS FRANK DOUGLAS FRANKS & 1311 W BROADWAY ST — — — 0 2 3 4 5 S 6 ] -- — — -- — — — — — — — — ——— — — — — — — — — — — — — — — — — ------_—��_—_ '� — — --- _ --- -- _------_ _- o - v _ �j ',-_-----_—_-- %l 15109000010 m—F MOTTI o 5 ALNU EI ---_—_—_— _ \�� --- —__ — -- --- -- W _—_ LLJ1 -----__ — ---- — _--_— _ •• LEGEND: / — — — — — - — — — — / — — — - W I BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT' 2 W BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK �L / Q D BITUMINOUS PAVEMENT (C) 0 CONCRETE PAVEMENT 8" �BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BROADWAY STREET W CSAH 75 BITUMINOUS PAVEMENT (E) ...: 5,.,. :,a 2' AGGREGATE SHOULDER BITUMINOUS PATCH SPECIAL POROUS PAVEMENT / w NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS I15 02002010 PAULJ&JANET l 155023001090 155023001100 KEVIN A&02300 PATRICIA 090 WERP ROGER ES HWIENTEK 1305 W BROADWAY ST & CAN 001080 STEVEN & CANDACE JOHNSON 1233 SANDY LN Q 9489 23RD ST SE E L — 1309W BROADWAY ST — — — — — — — — — — — — — — — — — — — — — — — — — — g 9 10 I1 12 13 14 15 --------------------------------------------------------------- cep ----- _ - \Y• /!/j ' _ I _ 155187001050 DONALD P & LANAE M PROSPER \ w L — fiI z �J 1217PRAIRIE PINE CT 355109001130 —r-- 155104001140 IANT JANETEBRIDGLAND WILLIAM 155104001150 T 155104001160 L&ROSANNA FAIR &BARBARAGLARSON 0 25 50 HEREBY CERTIFY THATTEC PLAN,SPECIFICATION, OR gEPORT WAS PREPARED BY OR UN ER Y RECiS PT' dANO THATI ADULYL110.O PR FE f 1 Ef 1 T! ST ESOTA. 7 p�y� BOLTON 2040 HIGHWAY 12 EAST WILLlone MINNESOTA 56201 CITY ❑ F I4x[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN HORZ. �G V I �� � Phone: (320) 231-3956 Montido cxrpgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c6.o1 STREET PLAN &PROFILE SCALE FEET �e M E N K EmaiI:Willmar@bolton-menk.COM www.bolton-menk.com JUST I tv�gs� Vls1sTJ rup��++ ie�t/19/zoz3 EM,gp,Np. kf BROADWAY STREET W CSAH 75 \ 155012002030 \ ` 111 12112040 Issolzoozoso I WENDY ROBINSON \4 DEAN M CARSTENS WQ 155012002020 1 1220 SANDY LN 1216 SANDY LN STEVEN LOUIS CHRISTEN & 155012002080 E``-- \ 1224 SANDY LN \ \LLJ 1212 SANDY IN CAROL A 1205 WEST RVEGREN TROADWAY ST • �Oy \d_c}—X— X ---X E — — ., — -- -- — —OE —off\—I h — — i = ----,1 —r - ao ao --To- 30 ---- 3R —30� Iw G - G � e -o -oo,R a-�oc��c a 6 e ao c G BI (D 7 16 17 18 19 20 21 22 ( 5 Iz 400* - - 155187001D50 � IIAN CJAMES X - X - X X X X X X X BRIAN I JAMES& \ \ - W P&LANAE MPROSPER �T���7%%L\+���I\L 7 PRAIRIE PINE CT \ 1215 PRAIRIE PINE CT 1 15s18]001030 Ili L 1` JOSEPH PII&MARY T O'HARA 155187001020 ��\ i. �\ \ I 3593 SAGAVE WAY MARTIN O & NICOLLE M ROBECK I I - a 1211 PRAIRIE PINE R III I I.I.I \ Q: 1 I a O \ � 1 BROADWAY STREET W (CSAH 75) LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK 0 BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BITUMINOUS PAVEMENT (E) : 4 _, , Y AGGREGATE SHOULDER BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, ORREPORTWASPREPARID ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORtpat�7' 5ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 0 25 50 PR FE !EsoTA. CITY ❑ F DRAWN �y� WILLMAR, MINNESOTA 56201 V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �` HORZ. Phone: (320)231-3956 , N�ont�cella cxeaED 1.6,02 SCALE FEET ,usr STREET PLAN & PROFILE 'i �e M E N K Email:Willmalton-mon-menk.com N ND ate rub iOn/ 9/2023 � www.bolton-menk.mm EN PRo No. BROADWAY STREET W (CSAH 75) \ YI I �I U DC LLI 155012002080 CAROL A LOVEGREN TRO C \ 1205 WEST BROADWAY ST i A? � I I � I rel I � ---- -- _— —mac H-- X H H H X -- X H X X X X- X"aH X I X II �" i \ 155232001020 KIRKMARYL155232001030 3123 WBROADWAY BROADWAY ST ST KIRK&MARYI KIELLBERG 15 25 2123W BROADWAY ST M E& ILILIE A 155204W104D 1550200040R III I MARK A OLSEN DANIEL E TONG& WILLIAM BROADWAY I 1119 BROAD BROADWAY ST _ / 115 W IRO 90 x W 1 1 30 0 I _ � c --r �—cam cc— c�c—_-3o c ccc c—cam—c 0 G G —�. �0cG O I C T —� C—: --t 30 0T� C L eG—G— GG r"GG- __ 23... ' .. 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BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK .................................................................................................................................................................................................................. D BITUMINOUS PAVEMENT (C) O CONCRETE PAVEMENT 8" ..................................................................................................................................................................................................................... ..................................................................................................................................................................................................................... BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER ..................................................................................................................................................................................................................... ® BITUMINOUS PAVEMENT (E) . ?F ,. .. ;-,,+ Y AGGREGATE SHOULDER ....... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... BITUMINOUS PATCH SPECIAL POROUSPAVEMENT ................... .................... •••••• •••••• •••••• •••••• •••••• .................... •••••• •••••• •••••• •••••• •••••• •••••• •••••• •••••• •••••• •••••• •. 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BY ORTtp BOLTON ST 2040 HIGHWAYI2EAST WILLMAR, MINNESOTA 56201 TY 0 F DESIGNED pgAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET HORZ. % , Phone: (320)231-3956 , N�ont�cella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C6.03 _ SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com STREET PLAN & PROFILE N Np t rub iOn/ 9/2023 � www.bolton-menk.mm 'i EN Pgp NO, BROADWAY STREET W (CSAH 75) � I W I N II 1 0 15502DDOS070 1 155020004023 155020ON031 J PAULR OLSEN HE HRISTOPHERG 5 B E TONGA& I ) WILL IN1 BROIUD AYMI,IER DEC 18222 95THR CORPORATION CIlO1 W BROADWAY ST -- 1025 W BROADWAY ST I 155020NS080 155020005090 KEITH 10213 BROADWAY W ERSEN — — J I u � 1021 BROADWIARST W `� \ RICHARD D Dl%ON I`I W BROADWAY ST GNES 15501 \\ it �\Si — — — -- �I � A� — 1017 BROADWAY V\ d'— _rt/��A ICS I -0— C ----- o �I I c c c ---c ° c c �� c Z--�� c c c c t -,c _��.I r c-��—c— — 0 T c c c� cj o f ccc G G L —mac—c— ��� c c c D�C30 30 0 30 0 30 30 G 30 G GG G C� ....... !'C- C c c f O 30 30 30 SIL 30 3P O]D-C � 0 3 0 (3 30 30 30 30 30 30 �� GAG. 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I V I Phone: (320) 231-3956 M04 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c6.05 SCALE FEET & MENK Email: Willmar@boltonkmenl.com STREET PLAN &PROFILE V�sru Nrp Q^�/19/zoz3 www.bolton-men .,Cm BROADWAY STREET W (CSAH 75) 155010045040 CURB & GUTTER, PED RAMPS, LOGAN SCHUMANN 8, 155010046010 DAVID B & DOROTHY KRANZ 155010046021 W W 155010045030 JOSEFINAT MEDINA-CCAHUANCAMA 313 ELM ST AND SIGNAL WORK AT ELM L IA 743 BROADWAY 739 ROSEKMILLER W BROADWAY ST Z oC f 813 W BROADWAY STREET BY OTHERS. 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LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK O BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BROADWAY STREET W CSA H 7 5 BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER Q BITUMINOUS PAVEMENT (E) 0 2' AGGREGATE SHOULDER O W I— BITUMINOUS PATCH SPECIAL POROUS PAVEMENT W -j LLI I'- a W NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS ® LU W Z C OC N G N 1550100480 I5s010 `I STEVEN &COLLEEN HAGEDDN EW W S90 MATTHEW W SA 643 W BROADWAY YS ST ````\\ 155010098010 JONATHAN & CHERISE MACHMER BROADWAY 549 W BROADWAY ST 155010048040 HEATHER I ELLIOTT W BROADWAY ST ST 155010 ACLEVELAND 51.9 W M M 501 W BROADWAY ST — — — — — — — — — — — — / • - OE O OE OE OE OE — — — f OE _— O E O — _ i 44 LF B624 C&G 38 LF 6624 C&G 28 LF B624 C&G / PROTECT EXISTING \ PROTECT EXISTING MEDIAN CURB MEDIAN CURB -- - — — — — — �. 20 LFB612C&G ------------------- — ---- ---- — — — — — — --- - 56 — — — — — — — ----- REPLACE RINGS 41 LF 8624 C&G 26 LF B624 C&G 42 LF B624 C&G 24 LF B624 C&G 26 LF 6624 C&G o -- --- -- 155010040080 155010039060 -' 155010040110 MARK D WALTERS BRYONRMARTIN& 618 W BROADWAY ST 155010040060 MITCHELL D HAVES & 203 MINNESOTA ST 155010039100 15& Y REAL ESTATE LLC CLINTC&DIANE C HERBST 301 FRONT ST 155010040130 2507 EASTWOOD LN TROY D & JACQUELINE D DECKER155010039130 648 W BROADWAY ST - I I 15 & Y REAL ESTATE LLC 13278 94TH AVE N 1327894TH AVE N ! I 0 25 50 THEREBY CERTIFY THATTPIAN, SPECIFICATION, OR gEPORT WAS PREPARED BY ORtpS PT' dANO THAT, ADULY ICENSED PR FE f'ElT! ST ESOTA. 7y�� p�y�+ BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY O F � I4x[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN HORZ. G V I Phone: (320) 231-3956 N�ont1G� a cxEpgEp DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c6.06 STREET PLAN &PROFILE SCALE FEET �c M E N K Email: Willmar@bolton-menk.com JUST Itv�gs� Vls1sTJ rup��++ ic�t/19/zoz3 IENTPROJNO. www.bolton-menk.com 11 NOkf BROADWAY STREET W CSAH 75 I I � -�.•- - =� V I I W — / ' 15so1oosoouEL 0. 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VERT. , V�C V�� SCALE FEET SCALE FEET JUST l ND r t ru I Cbn9/20ru I c�n9/2023 LEFT CURB LIP PROFILE 2040 HMl- EAST CITU❑ F �,A_E WLLVAR, ,=.T" OTA6230LTON Phone: (320)231-m.com ontmaril: Will@boton9f(do MENK No. www.bolton-menk.Dom J LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK D BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BITUMINOUS PAVEMENT (E) 2' AGGREGATE SHOULDER BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREET PLAN & PROFILE RIVER STREET SHEET C6.19 s+00 cp MATCH EXISTING CURB -------------- IN PLACE o � w 92 3' CURB TAPER LOCUST STREET PROTECT BITUMINOUS 6+00 MATCH EXISTING CURB 926 +00 F- LU W DC H N W 0 o BID: 0+00.00 O 1 l` • I `II -- �J U �-�" - -- Ah II LOCUST STREET SIDEWALK 8+00 1 I I i LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK D BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BITUMINOUS PAVEMENT (E)I 2' AGGREGATE SHOULDER O BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR WORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) -b- SPERI51 dANOTHAIT ADULYLESO.'O BOLTON 2MA,MINNE IT 56 CITY ❑F 0 10 20 PRrn y�sT p�y�+ICENSE WILL 40 H MINNESOTA 56201 . 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Phone: r@b 231-3956 N�ont�cella CHECKED SCALE FEET wsr �c M E N K Email: Willmar@bolton-menk.com STREET PLAN &PROFILE 'i D�ND uns rub iOn/9/2023 � w .bolton-menk.Dom IENTPRDINO, LOCUST STREET SIDEWALK SHEET C6.20 I 1 LEGEND: :• I i BITUMINOUS PAVEMENT (A) 0 6" CONCRETE DRIVEWAY PAVEMENT e ® BITUMINOUS PAVEMENT (B) 0 6" CONCRETE WALK\ D BITUMINOUS PAVEMENT (C) O CONCRETE PAVEMENT 8" I 1 0 "k ® BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER ® BITUMINOUS PAVEMENT (E) " 2' AGGREGATE SHOULDER I 1 BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT &SPECIALTY ELEMENTS /� �� •i I I " jx d W e SEE GRADING PLANS FOR ADDITION FOR I ❑ J + i 1 X - 930 -- C NSTRUCTION LIMITS (TYP) i i i II II I'i � I r 1 ............. . .s ❑ •I •I \ ALL PARKING LOT CURB & GUTTER IS B612 DESIGN f x x i / o (GUTTER OUT) BITUMINOUS DRAINAGE SWALC� —p� °E DE— \ �[ Ot OE g`" °E ° D i _ — _ — _ — — — \_ 0 O I I x x ° A. 928 928 j,-----D�� 1 1111111177111 "I Y6, ", D' 1 °i Q / D d 1 }d 771 M r , m ❑I o A SHAR :s USE PARKING LOT HEREBY CERTIEV THAT THIS PIAN, SPECIRW10N, OR REPORT WAS PREPARED ..... 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SCALE FEET PROFILEv` 0 10 �+v' Phone: (320) 231-3956 N�ont�cella CHECKEDC6, DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 3 ]Hr SCALE 53 FEET VERT JUST rub ic�n9/zoz3 �c M E N K Email: Willmar@bolton-menk.com www.bolton-menk.com CLIENT No INTERSECTION DETAILS SCALE EET D CHESTNUT STREET & BROADWAY STREET W CSAH 75 ......... ...................................... .......0 �....?? M...� �...........0 M......0 V�1........ ..... N ^ ...... ......� h........ 930+^.......��...........o�......*�........ 30 o .. .. ........a W.... o,,u!... a>, . ........y w...... w........ •0.40e • 0.98W • ..... .50%... •0.95%.. .......... 925 925 Ln fYl ........M N ........ d . . . . . . V] d . . . . . .. . . . . . . L^p ......... N....... N N ...... ...... ...... ...... N ......... O1 O, Ol O1 O, O, Ol O, O1 CO 920 0+00 0+50 1+00 1+50 LOCUST STREET AND BROADWAY STREET W NW QUAD .......o N....a v .......................... ....... .......0 p....oq 01 ......................q,--,7 ....... ...... N 00 :,r:r. 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SCALE FEET SCALE FEET .... . ...��� JUST dad ru Ion, Ery Pgp,.ryp. 1:4..-o.z4 NO 912023 o ° 925 .._2.7E� .. ..... 925 .................. ............... 920 1 920 1 .................. ........$.. .................. ......... a N......n� ... CO G C, 0' ..... � C, 0+50 1+00 1 0+00 LOCUST STREET CENTERLINE 0 10 20 Q 5 10 IHEREBYCERTI FVTHAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED - OR UffEERY TSPERISI IANDTHATI ADULY LICENSED PR FE f T!ST ESOTA. 7y� p�y� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti' ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWNI no HORZ. VERT. 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N o m 2 1 ....... ....... .................. 0+50 ......... 1 ....... ....... .................. ....... a .................. .................. oo n ......... ......... 1 0+00 0+50 1+00 WALNUT STREET AND RIVER STREET SW QUAD 935 .................. .................. .................. ....... o o to ....... m .................. .................. .................. .................. ......... ......... ......... ......... 930 935 930 .................. p O . ....... ,........ n ....... ....... ....... 930 <11 .......� .......0.,w ............ �a ...i.....+. ...M N...ITry....... o ....o. a u ...o.m.......o°' ...a. W .......d poo N.... w..... �..... +m u ..... u ...... 925 925 . � � ... . CHECKED C6,28 925 FEET SCALE FEET JUST rub 2 4: E2 0.75% `2N.... 2 .................. N m ..o —.—. 920 ................. .................. 00 b.g W.... 920 .................. .................. a ... a . > ................. 2 0 .................. 1 915 .......OD ....... NN �m n V3......O Ln......0 ...... N ...... �m o m. N o m o N......m,.y......ln N ...... v N ...... N � m mm In Ol N 1 0+00 ......... 0+50 1 1+00 1+25 .................. I RIVER STREET AND WALNUT STREET SE QUAD s 930 .................. .................. .................. ....... o o to ....... m .................. .................. .................. .................. ......... ......... ......... ......... 930 C I T ti• F 1� o ......+ !n rq 6 -4 .... ... ........ .. pgAWN ate.....+ <11 '. ...wcy.. ........ u ...... • ....... ..�lr� � .. . � � ... . CHECKED C6,28 FEET SCALE FEET JUST rub 2 4: E2 www.bolton-menk.com `2N.... 2 INTERSECTION DETAILS 30% ................. .................. 00 b.g W.... .................. �.�........� 1 ... 2 0 .................. 1 N.M.... 2 .................. .......... m.... a ......... 1 .................. .................. ......... 1 .................. .................. a .................. .................. oo n ......... ......... -0+25 0+00 0+50 1+00 WALNUT STREET CENTERLINE I 1 I o o 1 1 VPI: O+ 3 921.071 i 1 i ............................... T�-%�•� --1./ iA .................................... .................. .................. .................. .................. .................. .................. .................. 930 .................. .................. .................. .............. .N.......o m .......n- ....... ..................o aLvo o m .............. p_ ry�...._ w .... ...a .w ......b.b......................... 2.... .......N... .... +� +... p;��.. •.... ....:; ....... ............ ?055 .92%1. 8%.0.72�.1.51� .... o. ° ............ oo..... ....... .... 2 0.� +.......�. a ................. 2 O N T N ...... _ cy�.... .. ...... ...... ..... ... ?.w... >.� .. .................. 1 .................. .................. .................. 1 . ........ 0....... 00........ a 0....... ................. ......Lp N......'+ N.......+tD......Lp .................. .......n �2...... NPi......N Oi......0 N ................. RIVER STREET AND WALNUT STREET NE QUAD Lu W Lu Ln I J I pi >Q 2.08% 0.55% f— E E E E E m 30 30 30 OE 30 30 3 3 33 3-33 _ O dol uO + m m �+ — a ry � ~ �+00 Cp �-1c R O+I M e + O+ 2p 41 a O O oD6 3 m': �. o A 0.61% 1.78% G > 8 GG G PC: -0+30.41 Pr -o+6 a 1 n m S 98 mN E Nm 3 3 3 O 'Oc 1� d N m 0 RIVER STREET �a M p' i 1 1 -,\". b 11 1 6� � � � i + 11 � L l,il,,! �7 RIVER STREET AND WALNUT STREET INTERSECTION 10 20 (f 5 10 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY DR UN ER Y RECTS PER ISI BAND THATI ADOLY LICENSED PR FE ! 1 Ef 1 T! ST ESOTA. 5�I 7y� p�y� V G V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti• F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT no HORZ. VERT. Phone: (320)231-3956 Email:Willmar@bolton-menk.com ,ontl�ella CHECKED C6,28 SCALE FEET SCALE FEET JUST rub iOn/9/2023 �c M E N K www.bolton-menk.com ENPgpNNp. INTERSECTION DETAILS WALNUT STREET& RIVER STREET 930 .................. .................. .............0 O....... 0....... n .................. .................. a LO LO W. '^ �. .................. .................. n v Lo .NV Q. + -1 ....... OT 930 �}} } Ol'O O O .......0 ........a N 01 ........ ......... ....... ......... ...`+°.Q... o LID .�i... .. NLo ...... 0l ....... m + ...... ........ ....... ? .................. .... 0925 ............... 2.05% .... .. > ........ ....... s I II II I .................. 920 ................. ......... ................. ......... ......... 92 .................. If II I .................. c) ....... °D.......� . �:................ ....... 00.......E 2 ....... ........ . .................. 0+00 0+50 1+00 1+25 .................. ......- ......... 924 8 I ........-1 O ...... Nl y ...... Ll/ n ...... M u! ................ . 1 m o) m �...... a, of m �................. 1 0+00 m o+ 0+50 ,tiq 9 2 PC 1+00 1+25 RIVER STREET AND STREET NW QUAD 930 ...................................................... .......g ° ........ ........ ........ ........ ....... 930 �}} } Ol'O O O .......0 ........a N 01 ........ ......... ....... ......... ...`+°.Q... o LID .�i... .. NLo ...... 0l ....... m + ...... ........ ....... ? 925 .... 0925 I I II II 2.05% .... .. > ..... ....... s I II II I 925 920 ......... ......... ......... ......... ......... ......... 920 If II I ........ ........Ol c) ....... °D.......� ....... M.......°0 ....... 00.......E lV ....... �........ ....... ........ . 0+00 0+50 1+00 1+25 PINE STREET CENTERLINE 930 ........... .................. ..........� 0 ............. .�... M ... �.� 930 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 ......00ry... +O �......... Ol Ol �}} } Ol'O O ' ....... Q+ u .. • • a 4 ' I II II I 925 ....... ? 0.3� 1:43 ° .. 0:84° .... 0925 I I II II DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 920 .................. .................. .................. .................. .................. .................. I II II I 920 & M E N K .................. .................. .......o.+....... m .................. .......... M MI�......I,915 m m m m ........ N....... m 0+00 0+50 0+75 RIVER STREET AND PINE STREET SW QUAD s RIVER STREET AND PINE STREET INTERSECTION 0 10 20 0 5 10 IHEREBYCERTI FY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY DR UN ER ISI IANDTHATI ADULY LICENSED PR FE I' 1 Ef ST ESOTA. p�y� II' r II' 'null I � III I III III 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY O F DESIGNED DRAWNI7y� ,I I III�II no HORZ. VERT. 2 II ' I II II I Phone: (320)231 -men , Monti do f II I I II II DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C6,29 s SCALE FEET SCALE i II ' I II II I & M E N K Email:W .Ibolton-mon-menk.com www.bolton-menk.com I II I O t II ' ' 11 II I I II II I INTERSECTION DETAILS If II I PINE STREET & RIVER STREET VPI: ;+ 924 8 I II It I � II II I I I I O � II II I II � � I I I VWI: .7 o, ++ m o+ ,tiq 9 2 PC oo. > ,tiP fps" �a 'Oy E -EJ� a a 00 RIVER STREET I �Ms+oo w N � o + I V) 1*II a Lu O N z N R x % 9 �9I° Ax Oy J8 . o .N•1 QJ n DO dry Lq/� 3+00 + Lo Ox •1 4+50 VPI- 4+55 17 925.58 X 1: 0+61 X 1 ----T I u: 0+71.4 I I .4:915.96 II( I I II II I — I II II I I I I I I I At RIVER STREET AND PINE STREET INTERSECTION 0 10 20 0 5 10 IHEREBYCERTI FY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY DR UN ER ISI IANDTHATI ADULY LICENSED PR FE I' 1 Ef ST ESOTA. p�y� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY O F DESIGNED DRAWNI7y� MONTICELLO, MINNESOTA SP 8605 59 (TH 25)SHEET no HORZ. VERT. LECTIfIER G V I Phone: (320)231 -men , Monti do cxeaeD DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C6,29 s SCALE FEET SCALE FEET JUST I� �5� Vlsis?J rub ICbn9/zoz3 & M E N K Email:W .Ibolton-mon-menk.com www.bolton-menk.com `" `"° "° INTERSECTION DETAILS ° PINE STREET & RIVER STREET �3 o± / LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. LJ� 4Q X" CURB HEIGHT ONE WAY DIRECTIONAL ON ��. \ 6" CONCRETE PEDESTRIAN RAMP 12 SQ FTTRUNCATED DOMES (SQUARE) i 5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE / \ SHALL NOT EXCEED 2.0%. \ (F� INDICATES PEDESTRIAN RAMP - SLOPE SHALL GREATER THAT AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS IN SHO SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - O CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW 8 co 4 ❑1 POUR AREA IN FRONT OF TRUNCATED F DOMES INTEGRAL WITH CURB & GUTTER °1V y ti \ Y \ 6.. 0" MEDIAN PEDESTRIAN REFUGE \ 4 F&I: 24 SQ FT TRUNCATED DOMES (SQUARE) \ \ 4 J/ 11 8' 0 6" BROgo� a �ySA llee 6' 1 T 011 o a 6" �� Q � \ 2,� 4 0 �a 4 ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) DO DO 4 OTTER CREEK ROAD & W BROADWAY STREET - NE QUAD PLAN 5 10 Q 2$ HQRZ. (HEREBY 11WNpEYT Y DJRES PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ORER ER Y RHISP PER E dANON, OR AT WAS PR FE f 1 Ef 1 T! ST ESOTA. ryryv�� pew WILL40AH g p LTO N 2040 HIGHWAY I2 EAST MINNESOTA ST CIii�eno ICN[O MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN HQRZ. SCALE FEET PROFILE 01a V ^ �+ v' Phone: (320)231-3956 o `"""° DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE C6.3� PEDESTRIAN RAMP DETAILS FEET VERT & M E N K Email: W .Ibol@n-rnen-menk.com www.bolton-menk.com ,usr/�- C'U Il.6t/19/2023 on.11 IE"�P"°'"° SCALE EETa'• NO/ OTTER CREEK ROAD & BROADWAY STREET W CSAH 75 ONE WAY DIRECTIONAL F&I: / 12 SQ FT TRUNCATED DOMES (SQUARE) LEGEND / TRUNCATED DOME 4�' / LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. C7 X" CURB HEIGHT =J 6" / 6" CONCRETE PEDESTRIAN RAMP / INDICATES PEDESTRIAN RAMP - SLOPE SHALL 0 QS BE BETWEEN S.0% MIN. AND 8.0% MAX. IN C / i THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. Iq INDICATES PEDESTRIAN RAMP - SLOPE SHALL 1 (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS 0" � S• \\\� \\ / �/ SLOPE SHALL NOT EXCEED 2.0% Q, Y INDICATES TRANSITION PANEL- ` Q CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS / DRAINAGE FLOW ARROW e'rpp OPOUR AREA IN FRONT OF TRUNCATED 4D� 6" ❑1 DOMES INTEGRAL WITH CURB & GUTTER q ySTRFFr w CHESTNUT STREET & BROADWAY STREET W - NE QUAD 7 0 00 N � ......O .. . Q .�.. O �+ Ot 925 11 >925 ......... .................. ........� m...... ......... 9rn 9;on 0+00 0+50 0+75 PLAN U L1 THEREBY CERTIFY THAT RIAN,SRECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY ORUN ER Y RE- PER I51 dANOTHATI ADULYLICENSED 2040 HIGHWAY12EAST 6 10 HORZ. PR FE f 1 Ef 1 T! ST ESDTA. g p LTO N C I T ti ❑ F °PAN," SryT�I(R 7°WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT �` HORZ. OSCALE FEE10 PROFILE Phone: (320)231-3956 , N�ant�cella cxeaE° 06.31 - SCALE FEET VERT JUST `� PEDESTRIAN RAMP DETAILS 'i �e M E N K Email: Willmarton-menk.com com SCALE ---FEET .11 NO an rub iOn/ 9/2023 � www.bolton-menk.com E" P" CHESTNUT STREET &BROADWAY STREET W (CSAH 75) ONE WAY DIRECTIONAL F&I: eROq�Iw� 12 SQ FT TRUNCATED DOMES] yvq (SQUARE) 6..yy`O30 \ \ 6 \\ Q b 1S, 0,.1 I / 01. / pT �p/• 0 x) 9230 PLAN � 5 10 HORZ. SCALE 0 SCALE FEET VERT SCALE VINE STREET & BROADWAY STREET W - SW QUAD 935 935 ......... ......... ......... ......... ......... ......... ......... ......... ......... ....� M. .m.....m ......... 930 00 Sq_ �--� 925 N ry ryl 925 """"' """"' "VPf:'0'+7942 ....... � ....... a,'EL:'525.5 ui 920 m ui ui ui ui ui m.......� �.......� �........ 920iii .. 1. .1.B1� . 925 _... PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � 0+25 0+50 1+00 930 /MT THEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR YRECiSPERI51dIICENSED 1 T! SOTA. FE! J'ElST ESO- FEETPROFILE FEE10 � JUST �i�l�5�+ �/�� FEET Vas+53� ru c i1.6n9/2023 ......... ......... ......... ......... ......... ......... ......... ......... ......... ....� M. .m.....m ......... 930 00 Sq_ �--� 925 N ry ryl 925 """"' """"' "VPf:'0'+7942 ....... � ....... a,'EL:'525.5 ui 920 m ui ui ui ui ui m.......� �.......� �........ 920iii M ENK ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES] (SQUARE) '�� BROgo� 0)~ (0.1 lo oolo o 1 :30LTON & q ysTRFFT �� o„ o��ry� x30 4 '34 4 b 6� "lrJ • 0x1g / 9S / \ 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 35 935 93 930 Email: Willmar@bolton-menk.com www.bolton-menk.com o+oo o+so 0+75 VINE STREET &BROADWAY STREET W - SE QUAD 925920 01 or, CITY ❑F N�onticella �c:cw:,-E 00 N ry ryl .. 1. .1.B1� . 925 _... PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED ........� � ...... � � ...... � � 920 �JROI. No. LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0%CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - 00 N ry ryl .. 1. .1.B1� . 925 _... PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED ........� � ...... � � ...... � � 920 �JROI. No. LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0%CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT VINE STREET &BROADWAY STREET W (CSAH SHEET C6.32 CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT VINE STREET &BROADWAY STREET W (CSAH SHEET C6.32 ONE WAY DIRECTIONAL / F&I: \ 12 SQ FT TRUNCATED DOMES] (SQUARE / cbb 4 6" 4 O�,gYSTRFF T� VINE STREET & BROADWAY STREET W- NW QUAD 930 930 L^ L^ o m � N N Lll � O V EXTEND LIMITS 0+25 O+SO 1+00 DRAINAGE FLOW ARROW VPI:0+45. 5 DOMES INTEGRAL WITH CURB &GUTTER 925 > .. > .......EL: 924.57 925 920 ........ N Ol N ...... N Ol Ol i V ...... N Ol N 920 0+00 0+50 0+75 SGV 6.. � PT 0" BROgO�q y ST RFFT Ali ONEWAY DIRECTIONAL F8yl: 1 SQ FT TRUNCATED DOMES] ION ,('SQUARE) / o I2, 61 4 a' VINE STREET &BROADWAY STREET W - NE QUAD 35 935 930 930 olic, In MIG, 920 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - L^ L^ o m � N N Lll � O V EXTEND LIMITS 0+25 O+SO 1+00 DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER Ol O1 SGV 6.. � PT 0" BROgO�q y ST RFFT Ali ONEWAY DIRECTIONAL F8yl: 1 SQ FT TRUNCATED DOMES] ION ,('SQUARE) / o I2, 61 4 a' VINE STREET &BROADWAY STREET W - NE QUAD 35 935 930 930 olic, In MIG, 920 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - L^ L^ o m � N N Lll � O V EXTEND LIMITS 0+25 O+SO 1+00 PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HQR2. PR FE f 1 Ef 1 T! ST ESOTA. °PAWN 6 10 �RWILLMAR,MINNESOTA56201�LDOWNTOWN BOLTON ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956a cxrcPE° c6.33 SCALE FEET Email: Willmar@bolton-menk.com iiAoPEDESTRIAN RAMP DETAILS - VERT wsr '� �c M E N K www.bolton-menk.com CLIENT P"°J.NO, ��� rub On/ --,FEET �1.6n9/2023 STREET & BROADWAY STREET SCALE D�.N°. � VINE 'i CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER W (CSAH 75) ONE WAY DIRECTIONAL h^ o B 0 F$LI, p ^ AQ 12 SQ FT -TRUNCATED DOMES] \ o* �� y SQUARE) \` .9, STREET \ 6" , // 04 / 0" T � p/.0x83 9z .93 Q Vp/ Ox / 98O9g0 MINNESOTA STREET & BROADWAY STREET W - SW QUAD 35 35 N O O 00 Ol + Ol 930 > w.... '' W 930 o 178 VPI: 0a 14-+83. 3 o EL: 928.97 � ai of ...... ai m....... . 925 � NM 925 0+50 1+00 D A �— Q I 9�8 /'C 0" 0 4)S Vp/ 1 o a F 4 ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES] (SQUARE) gROADO/ yS TRFFT � MINNESOTA STREET & BROADWAY STREET W - SE QUAD 935 935 D Do + Ol zd - 73 01.2 VPI:0+67.00 :.I; 0+31 A2...... , 721925 PER FOOT CROSS SLOPE. IF NECESSARY ......... EL: 929.05 � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER53 W CSAH 75 1 925 0+00 0+50 0+75 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � PLAN ° 2S THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED IGNED SHEET BY DR S PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) � HQR2. PR FE f ❑FDRAWN 6 10 gOLTONCITY SCALEETWILLMAR,MINNESOTA56201�aHORz.PROFILE�DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Phone:(320)231-3956�onticxrcREDc6.34 tpEmail: Willmar@bolton-menk.com SCALE° PEDESTRIAN RAMP DETAILS VERT JUST �c M E N K www.bolton-menk.com IENrPROI No �� SCALE EET D qns rub ic�n9/zoz3 MINNESOTA STREET& BROADWAY STREET CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER53 W CSAH 75 ON WAY DIRECTIONAL F&I: 12 SQ FT TR ATED DOMES] / (SQUARE) 27 BROq��gY �'�o Q ST RFFT w MINNESOTA STREET & BROADWAY STREET W - NW QUAD 35 935 930 ......... <.i .. EG929 $6... m 925 925 0+00 0+50 0+75 q Y ST RFFT Ali ONE AY DIRECTIONAL F&I: 12 Q FT TRUNCATED DOMES] (SQUARE) / / o°Q 18, N \ \ 4 \ \ av 6 H 7 MINNESOTA STREET &BROADWAY STREET W - NE QUAD 35 935 Mo of of • .� ...... + m ..a wLy 0.7 ° 00 v 00 ......... <.i .. EG929 $6... m 925 q Y ST RFFT Ali ONE AY DIRECTIONAL F&I: 12 Q FT TRUNCATED DOMES] (SQUARE) / / o°Q 18, N \ \ 4 \ \ av 6 H 7 MINNESOTA STREET &BROADWAY STREET W - NE QUAD 35 935 Mo of of • .� ...... + m ..a wLy 0.7 ° 00 v 00 'i LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS r DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. o+oo o+so 1+00 'i LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS r DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS r DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. COMBINED DIRECTIONAL F&I: 24 SQ FT TRUNCATED DOMES ,d (SQUARE) 6" Mao • EPA 011 MAPLE STREET & BROADWAY STREET W - SW QUAD ........ M ry.... ....... N...... ........ ++ ............... �....... 930 j............... ....... 930 ......... .................. ......... Do m 0, 925 CO ...... M CO ...... M �........ 925 0+00 0+50 1+00 ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES] (SQUARE) eR0 q0 " ¢ ~ o 0.. �~ ST RFFT w 4.41 6" Q� pC 73 o" ❑1 6 s- I6" 4 / MAPLE STREET & BROADWAY STREET W - SE QUAD 935 935925 O V1 O n 930 ... � ............ � ........ 930 N N...... N 92S 0+25 0+50 1+00 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �i THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - N N...... N N...... N N.. - IGNED PLAN ° 2S THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY DR S PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) � HOR2. PR FE f 6 10 gpLTONCITY❑FDRAWN SCALEETWILLMAR,MINNESOTA56201�aHORz.PROFILE�DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Phone:(320)231-3956�onticxrcREDe6,36 tpEmail: Willmar@bolton-menk.com SCALE° PEDESTRIAN RAMP DETAILS VERT JUST �e M E N K www.bolton-menk.com IENrPROI No �� SCALE EET D qns rub ic�n9/zoz3 CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER53 rub ic�n9/zoz3 MAPLE STREET &BROADWAY STREET W CSAH 75 / / > COMBINED DIRECTIONAL F&I: 24 SQ FT TRUNCATED DOMES / (SQUARE) / 4 4 6 &S-)011 A, S o° 6„ p.. 01 , 0 p.. Q 41, 4" �Q BROgo�q ys 4 TRFFT � PLAN e 5 10 HORZ. SCALE 0 SCALE FEET VERT SCALE MAPLE STREET & BROADWAY STREET W - NW QUAD .-I N .61 . . O.. LANDING AREA -4'X4' MIN. DIMENSIONS, ...... ..w..... MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" ..... ........ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN ......... THE DIRECTION SHOWN AND CROSS SLOPE .................. n ......... IA...... ....... . "i .h....... �...... � ....... . �c 0+00 0+50 0+75 /MT I H EREBY CERTI FY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BY OR J'E Y RECTS PER ISI dANO THATI ADULY LICENSED 1 g+�� T! �+ ST �`�''�"ESOTA. FEE10 PROFILE �i�lSV G � iia JUST Vas s ru -i o /19/2023 FEET uc. rvo. gROq�wq )'s TRFFT � / ONE WAY DIRECTIONAL F&I: / 12 SQ FT TRUNCATED DOMES / (SQUARE) \ \ v � Q 4 yto 4 oX � ° a 4 MAPLE STREET & BROADWAY STREET W - NE QUAD ........ m.N..............^ ......... ........ + ..............+ ........ ........ .. .J ..............0 .......... a 930 ................> ........ 930 ........ .................. ........ 00 T O T O 925 m ...... ....... 925 0+00 0+50 1+00 2040 HM- EAST0 NCITU' ❑ F �_HE WILLVAR, ,OTA 56230LTON Phone: (320)231-m.commaril: Will@boltonontica& MENK No. www.bolton-menk.Dom J LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + ♦ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - Q CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB & GUTTER MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT MAPLE STREET & BROADWAY STREET W (CSAH 75 SHEET C6.37 �o ,y ooh eROgD�q y � ° ST RFFT w \ D 6" QC, \ \ h \� D \S, ONE WAY DIRECTIONAL 0. F&I:7 12 SQ FT TRUNCATED DOMES (SQUARE) 0 0.. / PT 6" / LJ P/O'� v LINN STREET & BROADWAY STREET W - SW QUAD ys� ys� �. ......... a—I N ..........VPI: ......N . ......... ......... N....... + s w' ...... . �"EL:929:07 930 ......... m....... 930 s. ......... ........... w....... 930 CORRECTIONS SHOULD NOT EXCEED 0.5% ^, ...... o ....... � r .........-i o.......o o.......00 oao........ . . . � DRAINAGE FLOW ARROW ........a POUR AREA IN FRONT OF TRUNCATED 925 0.......a 0.......a�........ 925 0+00 0+50 1+00 ONE WAY DIRECTIONALED F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) 0 o �" Rogo�q ys TF 0 m� �a 0) 011 - 6" A, A° 0000 4 B 6" ° S 9 8 X7492 Ec I 4 �� / Q LINN STREET & BROADWAY STREET W - SE QUAD 35 935 a—I N ..........VPI: 042:6 930 s w' ...... . �"EL:929:07 930 CORRECTIONS SHOULD NOT EXCEED 0.5% ^, ...... o ....... � r oN Fl: 929.0 EXTEND LIMITS � DRAINAGE FLOW ARROW 925 POUR AREA IN FRONT OF TRUNCATED 925 0+00 0+50 0+7s LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSSSLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (Si BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �i THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - � PLAN O 2S THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED IGNED SHEET BY DR S PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) � HOR2. PR FE f ❑FDRAWN 6 10 gpLTONCITY � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SCALEETWILLMAR,MINNESOTA56201�aHORz.PROFILE Phone: (320) 231-3956 , cxrcRED ° 10 tp/ c6.3 s SCALE FEET Email: Willmar@bolton-menk.com �ontl�ella PEDESTRIAN RAMP DETAILS g � VERT JUST /'� �c M E N K www.bolton-menk.mm IENrPRD,.NO, �� SCALE EET ��� ru � i 1.6n9/2023 CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER LINN STREET &BROADWAY STREET W CSAH 75 ONE WAY DIRECTIONAL / \F&I: \ 12 SQ FTTRUNCATED DOMES (SQUARE) /\ / 4 6\Z�J 61 6 b QS e'QO q0 �.ysT RFFTw 01 6" 928 9S G(2�-o ❑1 0" V / \ LINN STREET & BROADWAY STREET W - NW QUAD 935 935Do .......+ O 01.....0.. + 01..... C a LL3.11.41% 930 ......... - . 4 ......... ......... 0+00 0+50 0+75 ysT RFF�w ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) � F&I: 12,LF C&G DES V4 LINN STREET &BROADWAY STREET W - NE QUAD00 35 935 a d .................... 930..: � 930 925 � cD ...... ON � ...... ON � ....... 925 o+so 1+00 1+25 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - o a n ysT RFF�w ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) � F&I: 12,LF C&G DES V4 LINN STREET &BROADWAY STREET W - NE QUAD00 35 935 a d .................... 930..: � 930 925 � cD ...... ON � ...... ON � ....... 925 o+so 1+00 1+25 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HQR2. PR FE f 1 Ef 1 T! ST ESOTA. °PAWN 6 10 �RWILLMAR,MINNESOTA56201�LDOWNTOWN BOLTON ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956a cxrcPE° c6.39 SCALE FEET Email: Willmar@bolton-menk.com iiAoPEDESTRIAN RAMP DETAILS - VERT wsr '� �c M E N K www.bolton-menk.com CLIENT P"°�.NO, ��� On/ --,FEET D�.N°. rub �1.6n9/2023 SCALE � 'i CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER LINN STREET &BROADWAY STREET W (CSAH 75) s / 41 ONE WAY DIRECTIONAL S1P F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) O= v� 2 Q 30 30 � � 30 6„ J / v Zb ° or, WSJ► 4 moo„ 4 6" B,q�q O�q ysT RFFT LOCUST STREET & W BROADWAY STREET - NW QUAD SBR �ks aTRFFT 8, 6" ON INP CE CONCRETE WALI(i COMBINED DIRECTIONAL (�F&I: 1 24 SQ FT TRUNCATED DO ES (SQUARE) v 0" 4 . zj 6 ❑1 / ° / \ 4844 4 h, Nom. a 3'� /� I �•�•• V LOCUST STREET & W BROADWAY STREET - NE QUAD COMBINED DIRECTIONAL F&I: 24 SQ FTTRUNCATED DOMES (SQUARE) 3 0"- 3" 4 ❑ 1 0„ 6" S ° 4 6" RS3n, a 4 41, / o= ••• / / C i MEDIAN PEDESTRIAN REFUGE F&I: 24 SQ FT TRUNCATED DOMES (SQUARE) LEGEND 4 \ ° `o TRUNCATED DOME Icx[D D.. SHEET MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" 0 / LJ &31� °°°°°4 ❑1 a INDICATES PEDESTRIAN RAMP - SLOPE SHALL PEDESTRIAN RAMP DETAILS 0' / a v� 6 -. a / (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% ONE WAY DIRECTIONAL / F&I: 12 SQ FT TRUNCATED DOMES SLOPE SHALL NOT EXCEED 2.0% (SQUARE) INDICATES TRANSITION PANEL - ON INP CE CONCRETE WALI(i COMBINED DIRECTIONAL (�F&I: 1 24 SQ FT TRUNCATED DO ES (SQUARE) v 0" 4 . zj 6 ❑1 / ° / \ 4844 4 h, Nom. a 3'� /� I �•�•• V LOCUST STREET & W BROADWAY STREET - NE QUAD COMBINED DIRECTIONAL F&I: 24 SQ FTTRUNCATED DOMES (SQUARE) 3 0"- 3" 4 ❑ 1 0„ 6" S ° 4 6" RS3n, a 4 41, / o= ••• / / C i MEDIAN PEDESTRIAN REFUGE F&I: 24 SQ FT TRUNCATED DOMES (SQUARE) LEGEND I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BWNPE Y RECLICENSED PEsoTA 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 BOLTON TRUNCATED DOME Icx[D LANDING AREA -4'X4' MIN. DIMENSIONS, SHEET MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP a INDICATES PEDESTRIAN RAMP - SLOPE SHALL PEDESTRIAN RAMP DETAILS BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN i ♦ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. EPONo.tv� INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% LOCUST STREET &BROADWAY STREET W CSAH 75 IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - O CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW ❑ POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB & GUTTER wB Ro�qo ql STREET LOCUST STREET & W BROADWAY STREET - SW QUAD LOCUST STREET & W BROADWAY STREET - SE QUAD LOCUST STREET & W BROADWAY STREET - MEDIAN REFUGE 0 5 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BWNPE Y RECLICENSED PEsoTA 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 BOLTON r OF Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRWN CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT HORZ. (320) 231-3956 a CG.4O PEDESTRIAN RAMP DETAILS SCALE FEET ma il: W@n-menk.comMont�ce �MENK ru� icn9/2023 EPONo.tv� w.bolton-rnenkm LOCUST STREET &BROADWAY STREET W CSAH 75 1 0 ♦ \ 4 j COMBINED DIRECTION L COMBINED DIRECTIONAL ♦ F&I: F&I: ♦ 24 SQ FT TRUNCATE DO E 36 SQ FT TRUNCATED DOMES 0" / 4' (SQUARE) 4 (SQUARE) O / r ♦ a a o000 011 F ♦ / 4 � a O 81 r 6" ;O �S1, I2 ti IE y (DA, ~o S F b' \0 \\\° ° ° a °o 0 4 4.. \ � 0 0.. / Y 6 6' 4 U' � \� 4' o 6' 4 MEDIAN PEDESTRIAN REFUGE 4 F&I: \ 24 SQ FTTRUNCATED DOMES MEDIAN PEDESTRIAN REFUGE \ o (SQUARE) F&I: \ 0' \ / (SO, AR ; TRUNCATED DOMES \ 6' \ \ BROADWAY STREET W (CSAH 75) & WALNUT STREET NE QUAD DIRECTIONAL BROADWAY STREET W (CSAH 75) & WALNUT STREET NW QUAD p F&I: 24 54 FT TRUNCATED DOMES _ — (SQUARE) 10 LEGEND ° ° 0.1 i INDICATES TRANSITION PANEL - < TRUNCATED DOME (D CORRECTIONS SHOULD NOT EXCEED 0.5% i PER FOOT CROSS SLOPE. IF NECESSARY i 6" LANDING AREA -4'X4' MIN. DIMENSIONS, EXTEND LIMITS MAX. 2.0%CROSSSLOPE IN ALLDIRECTIONS. -1111— DRAINAGE FLOW ARROW X" CURB HEIGHT / POUR AREA IN FRONT OF TRUNCATED _ 6" CONCRETE PEDESTRIAN RAMP 0 DOMES INTEGRAL WITH CURB & GUTTER / CROSSWALK WIDENING: PROTECT EXISTING COMPLIANT 4 INDICATES PEDESTRIAN RAMP - SLOPE SHALL PEDESTRIAN RAMP AREA. Q ll BVI a o C5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN ° FIELD FIT REPLACEMENT DOMES, / THE DIRECTION SHOWN AND CROSS SLOPE CURB & GUTTER AND CONCRETE / SHALL NOT EXCEED 2.0%. // WALK TO MATCH AT EX. JOINT o INDICATES PEDESTRIAN RAMP -SLOPE SHALL LOCATIONS, COLORING & Q () / (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% / ELEVATIONS. / IN THE DIRECTION SHOWN AND CROSS / SLOPE SHALL NOT EXCEED 2.0% BROADWAY STREET W (CSAH 75) & WALNUT STREET SE QUAD s '_ti IHEREBYCERTIFYTHAT THISPIAN,SPECIFICATION, ORREPORTWASPREPARED DIcx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 0 5 10 PR FE 1 Ef J T! ST EsoTA. CITY ❑ F DRAW" SryT�I(R 7°p�y�" WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 SCALE FEET Jusr Montice a `"""° PEDESTRIAN RAMP DETAILS CG.41 �c M E N K Email: W .Ijolton-men-menk.com rub iQn/ 9/2023 www.bolton-menk.com CLIENT WALNUT STREET & BROADWAY STREET W CSAH 75 a. MEDIA o 0 7ZA200 E.B. BROADWAY STREET W (CSAH 75) p - D D° o. S 6- 29 I ° B44 0 i� O O �g I HEREBY CERTIEV THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BY OR UN E,11 R Y RECiS PER I51 dANO THATI ADULY LICENSED D 1D 20 PR FE f 1 Ef 1 T! �+ ST ESOTA. c o HORZ. G ?�" SCALE FEET JUST t ru i on, 9,20ru � i on, 9,2023 Js O 737810 y O /�6 4" 4 - 0" i 8 5 I 2 (a I o D IGNEB :30LTON 2040 HIGHWAY I2 EAST CITU' ❑F Awe WILLhone MINNESOTA 56201 , raED N Phone: (320) 231-3956 N�ant�cella DHIENrPR Email: Willmar@bolton-menk.com www.bolton-menk.com SIGNAL POINT NO. LEGEND POINTS Y INPLACE SIGNAL POLE r� PROPOSED SIGNAL POLE 522864.8270 PEDESTRIAN PUSH BUTTON STATION ❑H HAND HOLE XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) 6.4 CONSTRUCT CONCRETE CURB & GUTTER 522857.4279 LANDING AREA- 4'X 4'MIN DIMENSIONS 6.0 AND MAX 2.0% SLOPE IN ALL DIRECTIONS S INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM 219766.6858 IN THE DIRECTION SHOWN AND CROSS SLOPE 0.0 SHALL NOT EXCEED 2.0% 927.00 INDICATES PEDESTRIAN RAMP - SLOPE SHALL F BE GREATER THAN 2.0% AND LESS THAN 5.0% 926.87 IN THE DIRECTION SHOWN AND CROSS SLOPE 522875.0736 SHALL NOT EXCEED 2.0% 926.71 DRAINAGE FLOW ARROW SIGNAL POINT NO. CONTROL X POINTS Y DISTANCETO FRONT OF LANDING (FT) DISTANCE TO BACK OF LANDING (FT) PB4-1 522864.8270 219634.2911 6.0 2.0 PB6-1 522899.6451 219749.0636 2.0 6.4 PB6-2 522857.4279 219663.6455 6.0 2.0 PB8-2 ON POLE 2 522929.9549 219766.6858 5.5 0.0 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN RAMP DETAILS PINE STREET & BROADWAY STREET W (CSAH 75) SHEET C6.42 CONTROL POINTS POINT NO. X Y ELEVATION 1 522900.7958 219742.0630 927.75 2 522911.0535 219743.8349 927.68 3 522930.7468 219753.4559 927.15 4 522938.1245 219760.1713 927.17 5 522866.1163 219669.9339 927.00 6 522871.1738 219660.3442 926.87 7 522875.0736 219645.9922 926.71 8 522875.4618 219634.3948 926.51 25 522885.2095 219762.9449 928.75 26 522901.5294 219755.2446 928.34 27 522917.5208 219759.4741 927.79 28 522927.9860 219765.2476 927.63 29 522855.5798 219662.5849 927.44 30 522862.3654 219645.0859 927.16 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN RAMP DETAILS PINE STREET & BROADWAY STREET W (CSAH 75) SHEET C6.42 DEPRESSED CORNER TRUNCATED DOME F&I: LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSSSLOPE IN ALL DIRECTIONS. 37 SQ FTTRUNCAiED DOMES (RADIAL) CURB HEIGHT _ R/�FRS�RF INDICATES PEDESTRIAN RAMP - SLOPE SHALL O BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE FT INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% DO SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - Q CORRECTIONS SHOULD NOT EXCEED 0.5% 41pIq, 6" kQ 0./ DRAINAGE FLOW ARROW A, DOMES INTEGRAL WITH CURB & GUTTER �0 6" 6' RIVER STREET & LOCUST STREET SE QUAD R��FR STREET a� �2 01 Lo' 1g 3S h� �Q ti r / 5 ♦ / 6• ONE WAY DIRECTIONAL j F&I: 'p 12 SQ FT TRUNCATED DOMES / All, (SQUARE) � 1 S [to] 1 CiJ ° =J �l \\� ° l l 6" h ° 1 Q ° 1 4 ° S 4 o' ® ` ONE WAY DIRECTIONAL F&I: 16 SQ FT TRUNCATED DOMES (SQUARE) R��FRTR e S ' FFT RIVER STREET & WALNUT STREET NE QUAD ` R/VER STREET DO o -o ;, DO o Do X29 h. ZJ F \\v • SQ - 1 COMBINED DIRECTIONAL F&I: 28 SQ FT TRUNCATED DOMES ---LSQUAREZ----------------- - ------ LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSSSLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP - SLOPE SHALL O BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - Q CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB & GUTTER RIVER STREET & WALNUT STREET SW QUAD RIVER STREET & WALNUT STREET SE QUAD :s IHEREBYCERTIFYTHATTHISPIAN,SPECIFICATION, OR REPORT WAS PREPARED ICNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECTS P:I�D YBOLTON 2040 HIGHWAY I2 EAST SHEET 0 5 10 PR FE f 1 Ef 1 ❑ F DRAWNSryT�IR WILLMAR, MINNESOTA 56201 L DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT no HORZ. Phone: r@bolt31-men , ontkdo CHECKED e6.43 5p SCALE FEET JUST /'� & M E N K Email:W .Ibolton-men-menk.com PEDESTRIAN RAMP DETAILS ru 11.6n9,2023 www.bolton-menk.mm EN PRo1 No, LOCUST STREET, WALNUT STREET, PINE STREET & RIVER STREET I I I 1 11 11 1 I I II I I II II I I II II I I II II I I II II I 111 II I I II I I I II I II I I 1 II I I II II I 1 II II II 1 I Z 11 � � 11 II I I 11 0 11 O U II 5 Z 11 W Cc F► I II If I I II If IW I II II I I Z II I I S 6, a PBNE-X3jj II I a I m I I\ I I I \\\ ako \ \ \ 12 \ �\ S \ \\ io \ d 4„ d PBNE-X 'p S 6" 4" 9 0" 0" 10 RIVER STREET EAST RIVER STREET �13 u� i� 33 0 c o HORZ. 5p SCALE J I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BY ORT-Ell RECiS PER I51 dANO THATI ADULY LICENSED 1D 2D PR FE f q TI yl[ST p�N1y LICENSED FEET JUST � t*�Il W IQ I On/ 9/2023 IQ i cin 23 1 II I II I II I I II I II I II I II I I II I I II I II I II I I II I I II I II I II SIGNAL CONTROL POINTS DISTANCE TO FRONT OF POINTNO. X Y LANDING (FT) LEGEND PBNE-X 523084.4664 INPLACE SIGNAL POLE 2.0 PROPOSED SIGNAL POLE PBNE-X1 523105.0463 PEDESTRIAN PUSH BUTTON STATION 1.6 HAND HOLE f XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) PBSE-XI 523067.9373 CONSTRUCT CONCRETE CURB & GUTTER 7.6 LANDING AREA - 4'X 4' MIN DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS INDICATES PEDESTRIAN RAMP -SLOPE SHALL S BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% DRAINAGE FLOW ARROW SIGNAL CONTROL POINTS DISTANCE TO FRONT OF POINTNO. X Y LANDING (FT) DISTANCE TO BACK OF LANDING (FT) PBNE-X 523084.4664 220099.1771 2.0 16.0 PBNE-X1 523105.0463 220107.2636 1.6 5.7 PBSE-X 523067.8659 220064.8203 6.0 10.0 PBSE-XI 523067.9373 220045.2178 7.6 2.0 CONTROL POINTS / POINT NO. X Y ELEVATION 9 523081.9875 220092.7905 0.00 / 10 523087.4389 220090.2514 0.00 / 11 523106.9548 220098.2412 924.37 12 523110.4050 220103.4567 924.28 13 523072.2817 220070.0014 925.34 14 523075.3693 220041.3905 925.69 31 523064.1943 220055.4740 925.63 32 523066.3863 220046.4792 925.77 33 523083.4754 220108.3411 924.99 34 523101.5734 220111.7610 924.83 240H M - EAST0 CITU❑ F �,A_E WLL.AR, ,OTA 6230LTON Phone: (320) 231-m.com ontmaril: Will@boton9f(do MENK No. www.bolton-menk.Dom J MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN RAMP DETAILS RIVER STREET, & PINE STREET SHEET C6.44 NOTES & GUIDELINES GENERAL INFORMATION: 1. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN THE DEVICES IN THIS TRAFFIC CONTROL PLAN UNLESS OTHERWISE NOTED. 2. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER. 3. ALL DISTANCES ARE APPROXIMATE. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND BUSINESSES AT ALLTIMES DURING CONSTRUCITON. (NOT SHOWN IN THE PLANS) 6. SIGN PLACEMENTS SHALL NOT OBSTRUCT EXISTING SIGNS. 7. ALLTRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS." 8. ALLTRAFFIC CONTROL DEVICES PROVIDED BY THE CONTRACTOR FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE WHEN THEY ARE NO LONGER NEEDED. 9. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS IN ACCORDANCE WITH THE MnMUTCD. 10. THE ITEM "TRAFFIC CONTROL COVERS ALL DEVICES SHOWN ON THE PLAN SHEETS AND OTHER SETUP REQUIRED BYTHE CONTRACTOR'S OPERATIONS. THE CONTRACTOR 15 RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES NEEDED FOR THE PROJECT. 11. ALL PLAN SHEETS ARE TO SCALE UNLESS OTHERWISE NOTED WITH DISTANCES. 12. A WRITTEN NOTICE SHALL BE PROVIDED TO THE CITY OF MONTICELLO 7 DAYS PRIOR TO BEGINNING OF CONSTRUCTION. 13. ALL SIGNS FOR TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION ARE NOT SHOWN. CONTRACTOR SHALL PROVIDE ADDITIONAL SIGNS AS NECESSARY FOR ALTERNATIVE PEDESTRIAN ROUTE. 14. CONTRACTOR TO MAINTAIN ONE PEDESTRIAN ROUTE ON ONE SIDE OF THE ROAD OR THE OTHER AT ALL TIMES. 15. CONTRACTOR TO PROVIDE PEDESTRIAN ACCESS IN EACH DIRECTION THROUGH CONSTRUCTION AREA AT ALL TIMES. SIGNING: 1. ALL TRAFFIC CONTROL DEVICES ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER. 2. WHEN SIGNS ARE PLACED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER HEIGHT AND LATERAL OFFSET AS SHOWN IN THE "TYPICAL TEMPORARY SIGN FRAMING & INSTALLATION DETAILS" IN THE PLAN. IF THIS IS NOT POSSIBLE, THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED AS SOON AS POSSIBLE. 3. ALL ORANGE WARNING AND ORANGE GUIDE SIGNS SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MnDOT APPROVED PRODUCT LIST FOR "SHEETING FOR RIGID TEMPORARY WORK ZONE SIGNS, DELINEATORS, AND MARKERS". 4. BARRICADES SHALL BE TYPE III AND FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MnDOT APPROVED PRODUCT LIST FOR "BARRICADE SHEETING", 5. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS ARE PLACED AS NEEDED, OR PROVIDE TEMPORARY SIGNING ATTHEIR EXPENSE UNTIL THE FINAL SIGNING IS PLACED. 6. STAGING AND TRAFFIC CONTROL SIGNAGE (F&I, REMOVE, ECT.) SHALL BE INCLUDED IN LUMP SUM TRAFFIC CONTROL. 7. THE ACTUAL NUMBER OF BARRICADES REQUIRED AT EACH LOCATION MAY VARY DEPENDING UPON THE SIZE OF BARRICADES USED, THE WIDTH OF THE ROAD CLOSURE AND THE MOVEMENT OF LOCAL AND CONSTRUCTION TRAFFIC. 8. ALL SIGN POSTS USED FOR CONSTRUCTION SIGNS SHALL BE REMOVED AND THE SURROUNDING GROUND RETURNED TO ITS ORIGINAL CONDITION WHEN SIGNS ARE NO LONGER NEEDED. 9. SIGNS MOUNTED ON TYPE III BARRICADES SHOULD NOT COVER MORE THAN 50 PERCENT OF THE TOP TWO RAILS OR 33 PERCENT OF THE TOTAL AREA OF THE THREE RAILS. PAVEMENT MARKING: 1. THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. 2. MASK ANY CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PLACEMENT OF TEMPORARY AND FINAL STRIPING. 3. CONTRACTOR TO PROVIDE TEMPORARY STRIPING FOR 4TH STAND TH 25 TEMPORARY SIGNAL. CONSTRUCTION INFORMATION SIGNING: 1. THE CONTRACTOR SHALL USE CONSTRUCTION INFORMATION SIGNING AS SHOWN IN THE PLAN AND WHICH ARE TO BE USED AS FOLLOWS: 2. G20 -X2 WORK ZONE ADVANCE NOTICE SIGNS WITH THE CORRECT STARTING DATE DISPLAYED BEFORE WORK BEGINS. ONCE WORK BEGINS, THE START DATE LEGEND SHALL BE COVERED BY THE SUGGESTED PLAQUE CONTAINED IN THIS PLAN. 3. CONSTRUCTION INFORMATION SIGNING NOT VISIBLE TO THE MOTORING PUBLIC ONCE WORK BEGINS WILL BE MOVED BY THE CONTRACTOR TO A SITE IN ADVANCE OF THE WORK ZONE OR CLOSURE AS DIRECTED BY THE PLAN OR PROJECT ENGINEER. TRAFFIC CONTROL NOTES: 1. PLACE "END DETOUR" SIGNS PER PLAN. THESE SHALL BE PLACED ATTHE BEGINNING OF CONSTRUCTION AND SHOULD STAY INPLACE UNTIL ALL WORK HAS BEEN COMPLETED. 2. LANE CLOSURES ALONG TH 25 ARE ONLY PERMITTED DURING OVERNIGHT HOURS. CONTRACTOR SHALL UTILIZE THE "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" IN ORDER TO COMPLETE ANY CURB OR PAVEMENT WORK THAT WOULD REQUIRE A LANE CLOSURE. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED PRIOR TO THE AM PEAK TRAVEL TIMES. CONTRACTOR TO COORDINATE WITH MNDOT REGARDING ANY CLOSURES ALONG TH 25. I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUffI fERISIBY DRUPERAND THATI ADULYIICENSEDTHATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FEPR FE RT!STEOTAT!STEOTA. CITY 0 F MNN R i«�°WILLMAR, MINNESOTA 56201LG I V I �t DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgsp $� r �n M E N K Phone: r@b 231 -men , N�antlC�lla CHECKED 07,01 uA11 NCc A ll.9iiC�' I �o �^t/19/2023 7 Email:W .bolton-men-menk.com IENTPEW,NO, TRAFFIC CONTROL PLAN (� % www.bolton-menk.mm TITLE SHEET TRAFFIC CONTROL INDEX SHEET NUMBER SHEETTITLE C7.01 TITLE SHEET C7.02 DETOUR PLAN C7.03 BUSINESS ACCESS DETOUR C7.04 BROADWAY ST TRAFFIC CONTROL C7.05 4TH ST TRAFFIC CONTROL C7.06 TEMPORARY PROPERTY ACCESS ® AREA CLOSED TO TRAFFIC / WORK AREA TEMPORARY ACCESS ROAD TRAFFIC CONTROL SIGN II TYPE C BARRICADE = TYPE A FLASHING WARNING LIGHT CHANNELIZERS I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUffI fERISIBY DRUPERAND THATI ADULYIICENSEDTHATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FEPR FE RT!STEOTAT!STEOTA. CITY 0 F MNN R i«�°WILLMAR, MINNESOTA 56201LG I V I �t DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgsp $� r �n M E N K Phone: r@b 231 -men , N�antlC�lla CHECKED 07,01 uA11 NCc A ll.9iiC�' I �o �^t/19/2023 7 Email:W .bolton-men-menk.com IENTPEW,NO, TRAFFIC CONTROL PLAN (� % www.bolton-menk.mm TITLE SHEET GENERAL NOTES; NOT TO SCALE 1. GROUND MOUNTED SQUARE TUBE SIGN STRUCTURES PLACED WITHIN 50' OF THE RADIUS END OF AN INTERSECTION SHALL BE PLACED ON ONE 2" OR 2-1/2" POST. 2. FOR 2" SQUARE TUBE RISER POST IN SOIL, USE FIN BASE PLACED PER MANUFACTURER'S SPECIFICATIONS. USE A 2" X 2" PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE RISER POST. PLACE 3/8" STAINLESS STEEL BOLT THROUGH THE 5TH HOLE DOWN FROM THE TOP OF THE BASE. RISER POST SHALL REST ON THE BOLT. 3. FOR 2-1/2" SQUARE TUBE RISER POST IN SOIL, USE SLIP BASE PLACED PER MANUFACTURER'S SPECIFICATIONS USING A 10 GAUGE, 2-1/2" X 2-1/2" PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE RISER POST WITH A 10 GAUGE 2-3/16" X 2-3/16" PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE INTERNAL INSERT. DETOUR SPECIFIC NOTES; U IF ANY PART OF A SIGN OR SIGN ASSEMBLY EXTENDS MORE THAN 4" INTO THE PEDESTRIAN FACILITY, THE MINIMUM HEIGHTTO EAST BOTTOM OF THE SIGN OR SIGN ASSEMBLY SHALL BE 7'. I MINNESOTA Iv6' - 12' FROM EDGE OF ROADWAY, MUST BE A MINIMUM OF 6' FROM EDGE OF PAVED SHOULDER (WHEN PRESENT). 47 OF GROUND MOUNTED TEMPORARY SIGN OR SIGN ASSEMBLY IS PLACED ON 2-1/2" SQUARE TUBE RISER POST(S), THE MINIMUM CLEARANCE FROM THE GROUND LINE TO THE BOTTOM OF THE LOWEST SIGN ON THE ASSEMBLY SHALL BE 7', OR AS SHOWN IN DETAIL, 4' MIN � © JCT OFFSET WHICHEVER IS GREATER. MINNESOTA 4D5' MINIMUM IN RURAL. 7' MINIMUM IN BUSINESS, COMMERCIAL, OR RESIDENTIAL AREAS. 3 65 � C/HEN MULTIPLE GROUND MOUNTED SIGN STRUCTURES ARE PLACED ADJACENTTO EACH OTHER THERE SHOULD BE NO MORE THAN 2 POSTS WITHIN 84" OF LDDNTY 4' MIN EACH OTHER. WHEN THIS SPACING CAN NOT BE MAINTAINED, THEN SIGN STRUCTURES SHALL BE OFFSET, AND STAGGERED WITH A MINIMUM OF 4' BETWEEN OFFSET SIGN STRUCTURES BOTH LATERALLY AND LONGITUDINALLY. EXAMPLE SHOWS DETOUR SIGNAGE, BUT THIS REQUIREMENT APPLIES TO ALL SIGNAGE. J/ ®NPLACE AND/OR OTHER CONSTRUCTION SIGNING. DETOUR 2' MIN. FROM FACE WEST OF CURB MINNESOTA CONSTRUCTION SIGN POST 47 OFFSET SPACING O 40 EE MIN. 7' MIN. 6'-12' 5- O 7' MIN. 7' FROM ROADWAY MIN. 6 MIN. O ROAD FROM ROA ROADWAY ------------------- - WORK GROUND LINE GROUND LINE WALKWAY TYPICAL RURAL DESIGN TYPICAL RURAL DESIGN WITH SUPPLEMENTAL AND 2" RISER POST PLAQUE AND 2-1/2" RISER POST BUSINESS,COMMERCIAL, OR RESIDENTIAL AREA i�IObb(�04G1 (�G�Obb(��OpGI TO 0 o 6'-12' 6'-12' FROM ROADWAY FROM ROADWAY V4 BEGINSAUGUST 31 �o 5' MIN CE 6'-12' � 7'4 FROM ROADWAY MIN. 4 MIN. 7' MIN. -- MIN. ------- —�N. --� --- Q-- ------ -- --� ----------------- -------— — — — — ————— — — — — — —— — GROUND LINE GROUND LINE GROUND LINE TYPICAL G20 -X2 DESIGN TYPICAL RURAL DESIGN WITH SUPPLEMENTAL TYPICAL RURAL DESIGN PLAQUE AND 2" RISER POST 2-1/2" RISER POST PUBLISHED BY OTE 03/15/2021 MODIFIED BY TEMPORARY SQUARE TUBE GROUND MOUNTED SIGN PLACEMENT I HEREBY Hls1a",11-11 "TI°",°" RTwASPREPARED BY DRCUNDER���,,,������yyyIIIYYNNN,���� RECT,17}U' 1 151 d$A\gNFU��T/.1H.�lAT I (p DULY LICENSED PRI LE 2040 HIGHWAY 12 EAST TON WILL MAR, MINNESOTA 56201(nNi✓/6vv2— C f 7 4• n F ""'° MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET `T' �J </<Jr�E=°�A- Phone: (3201231-3956 tMENK - N�04t o DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTpf�S�$�. c�.o2 "Ec.E° TRAFFIC CONTROL PLAN ZAC A Email: willcom www.Bolton-menk.com �^ ^� V97fCs� 1 �lAt/19/zoz3 I—R°,"°. L11 N. MOUNTING DETAILS BROgO�gY STREET a n rCS �4y 17 wo �w Z O �� Oy w w o" ky � Y y�Q7 Mai /alk hhh� M b Zp IIttx 13p 8bbZ -W / omo °ZkAw W9-taZ/ (z 1S3M W , (2gx aq -Y b FW 2/ oEToo �8/ h /lQr3 til 0 x P 9W J x Z/ (trxly OFT � � �`'� �;��,z ��ti SUR �`°,�� 4w, a rls2xa 4 y T`;�/ T Y/ W9 -IW J T S F any I b2J r� /7 k4.8 / ` ( b°0r3o , wFst 2/ 8Ixb2 (247.6M Q) h Reg�� ti tih tih N� Q Q /2MAIS) M b A' c x 77 BR�go�q y STRFFTFrCs q y �Sl /2MAIS) A' c x 77 ' Cb /7qk 6M 2qJ `+ (36X7- - - �- ) NOTES: IMAPLE TCH DETOUR ROUTE & GE S REETDU INGLOCUSTSTRI STREET OINTERSECTION wORk WORK. 9Nq MAPLE STREET ROUTE A MAXIMUM OF 10 V ,o CALENDAR DAYS. 35 0 100 200 I HEREBY CERTIFY THAT HIS FLAN,sHEEIEIC,TI°",°"RE"ORTWAILZEPARED 3Y ORUNDER Y REBS RI51 ANDTHATI ADULY LICENSED FR HE I SRT sT °OrEsoTa BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 LITS' ❑F ""`° MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET D—H nu V I V LG I V I Phone: 320 231-3956 t Il�ontlCello cHECRED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c7.03 TRAFFIC CONTROL PLAN DETOUR PLAN s SCALE FEET n r 7 Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.mm ZAC A /'� Dc. No rub �On/ 9,2023 N DRD.No. F''' M ti p3s'�h'b" �•`\ 6/Qo£~Fk� qO�q Y' Tp I Frv� b2 S W /tyv2/ L�V �T Stkt SS'I a2/ /b - FF q�W2/ 2tNIn61W Wg, W S` b obi O 1a?//2I SM IVR. o �0 CS �, (� I1 /b2xb SAxb2 1Sb3 /W9 ` R/�/� /82Y'Z 9p/ FF.h?2//2r 3MW ' 4***R ST /2O AF b7/ M /2O eOW 2/ 8 W2/BI��zOz/ C W FR/SFR °��/ 3 aSAO 4 `o. -t Nogry�zI /24 8A /b2 s/ rC�8/ w�Rk uy W +Oti � q gRFq zrxaz/ ro `Fe?ery ria aV}�' Mwesr=2/ �^� 0 3 F }OWN O�� j Fa0a0F p'ry EO8/ MI Roq p y /st V v b, a2 2 F 4'3 ryy.Ib2/ SUR ` I-2//st� /zyA;zryr NOgrH=2/ FF/ (Csq e" x'2/ ROaL, U Q2'£xWbb TF � bsxbZ//a S` ' ?s» H'Si a /2t o AFW 2/ x JR,3 ti �A,`�O}w �Ii4TyST IV e IV DETOUR SIGNAGE FOR SANITARY SEWER WORK WITHIN THE INTERSECTION OF TH 25 AND -� BROADWAY ST. -"' 0 150 300 "ISPLAN,SHEEIFICATIDH,D"RE" I1TwASHREPARED BY OREUNDER Y R-IER I51 AND THATI ADULY LICENSED FR rI SRT sT°p�y�+EsoTA. BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 ITS' ❑ F RR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET nu V I V LG I V I t Phone: 320 231-3956 Montkello CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C� s SCALE FEET ZACN.A /'� �.h ru Q i 1.6n9/2023 7 �c M E N K Email: Willmar@bolton-menk.com ===.bolton-menk.com MPRD,.No. TRAFFIC CONTROL PLAN DETOUR PLAN M0 "ROgo0/4 y ST RFFT44, � sgti WSJ Q� w I oRkgRFq I � �J O I \ I , O , � y I , I , 3Wh , ♦ ♦ SFr =�r � zc) 00 ro mWr �_ ♦y Fr. NaNn Ma rNn�9Nr<s o. eRO�j�wq y STRFFTerCS qy WSJ "' """ PE°""T'°"°""`"°RT WAS PREPARED "RER MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY ORCUNDEft Y ftECrSUPER 151 ANDTHATI ADULYLICENSEO gpLTON 2040 HIGHWAY I2 EAST CITY ❑F 0 100 200 PRjrI SRT sT°p�y�+EsoTn. WILLMAR, MINNESOTA 56201 "w" V I V LG I V I DR DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT `u t ' ' Mo4ilAo cHECRrD c7.05 s SCALE FEETL HE & M E N K Phone: 320 231-3956 •- ZACH.A /'� 7 Email: Willmar@bolton-menk.com TRAFFIC CONTROL PLAN o 3 �. 7 ru i 1.6n9/2023 www.bolton-menk.mm = MPRD,."°. BUSINESS ACCESS DETOUR • / � • / / / � , RFFTy F/cs \ \\ kg6, Q 6 / \ \ �o- lav on uNOER v REasuren`isi�`�`nNo rHnri v a<eNseo° 2040 HIGHWAY I2 EAST ��Vn�� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 60 P" F I r sr Esorn. CITY ❑ F — " g'" rMLET ON WILLMAR, MINNESOTA 56201Phone: (320)231-3956 i*7 aoA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET ZAc A �N K Email: Willmar@bolton-menk.com ' iV1�7L1 `"""`° TRAFFIC CONTROL PLAN C7'06 w .bolton-menk.aom re PRCB "o r "o (Yns ru Q i On/ 9,2023 BROADWAY ST TRAFFIC CONTROL \ \ \ \ \ • / � • / / / � , RFFTy F/cs \ \\ kg6, Q 6 / \ \ �o- lav on uNOER v REasuren`isi�`�`nNo rHnri v a<eNseo° 2040 HIGHWAY I2 EAST ��Vn�� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 60 P" F I r sr Esorn. CITY ❑ F — " g'" rMLET ON WILLMAR, MINNESOTA 56201Phone: (320)231-3956 i*7 aoA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET ZAc A �N K Email: Willmar@bolton-menk.com ' iV1�7L1 `"""`° TRAFFIC CONTROL PLAN C7'06 w .bolton-menk.aom re PRCB "o r "o (Yns ru Q i On/ 9,2023 BROADWAY ST TRAFFIC CONTROL z � � I I' • / � • / / / � , RFFTy F/cs \ \\ kg6, Q 6 / \ \ �o- lav on uNOER v REasuren`isi�`�`nNo rHnri v a<eNseo° 2040 HIGHWAY I2 EAST ��Vn�� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 60 P" F I r sr Esorn. CITY ❑ F — " g'" rMLET ON WILLMAR, MINNESOTA 56201Phone: (320)231-3956 i*7 aoA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET ZAc A �N K Email: Willmar@bolton-menk.com ' iV1�7L1 `"""`° TRAFFIC CONTROL PLAN C7'06 w .bolton-menk.aom re PRCB "o r "o (Yns ru Q i On/ 9,2023 BROADWAY ST TRAFFIC CONTROL L / ti w ir (CSq )S • ayes ss % A. S�,yFSS / MOHy. RFo °Fs v v T/ Bq B� qRT S / 454's' Cs Asa oN�E`S ■ � A / / 41r / \ -A. i y2o y1w4kea \ / �R�qO / AYST I HEREBY "'s`aN,sPE"EI ATl°",°"REP°RTwA PREPARED I( MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BV OR`UNDER Y ftEC-SUPER 151 dANDTHATI ADULY IS 2040 HIGHWAY I2 EAST PR FE ET TT ISENSE E I }' n F WILLMAR, MINNESOTA 56201 0 30 60 "" N Phone: (320)231-3956 �j 7/� / j DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET E MPMLET N K Email: Willmar@bolton-menk.comYOS1t1L,r`,llLJ aeaeD C7,o7 zAc A TRAFFIC CONTROL PLAN w .bolton-menk.Dom CU— NG, D ND rub ic�n9/zoz34TH ST TRAFFIC CONTROL \ /i yy 4 / 2 1. \` � 1 y'yYo \� CONSTRUCT20'WIDE C TEMPORARY ACCESS ROAD WITH 6" AGGREGATE SURFACING WIDEN EXISTING DRIVEWAY / \ \ TO 20' WIDTH WITH �\ AGGREGATE SURFACING / - / 'yooT' qy M c / / F&qN� & �grgy EXISTING GARAGE TO REMAIrw� Sep tiSs aF Sq4 SYFS oN BLISS / CONTRACTOR SHALL / / SALON MAINTAIN ACCESS TO / ONE FRONTDOORS AOT ALL - / Ill A / TIMES FROM EITHER /A WALNUT SIDEWALK OR \ \ / FROM PARKING LOT DEMO BUILDING AT BEGINNING OF PROJECT V A • AND CONSTRUCT 6" AGGREGATE SURFACING �� \ FOR TEMP ACCESS AND PARKING \ FRANK & BESSIES ANTIQUES �MAINTAIN TEMP ACCESS / FOR VEHICLE AND / G PEDESTRIAN ACCESS TO / DANCE STUDIO, MATTRESS ANTIQUE ATALL TIMES SLEEP CONCEPTS / MATTRESS / / O LUCILLE MURRAY'S STUDIO OF DANCE / 7 I HEREBY °"T A ""E`""E° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET CERTIFY HIS PLANS EC CATI°N.°RREP BY OR UNDER Y RECTSUPERPISIIFI AND THA TI ADULY LICENSED 2040 HIGHWAY I2 EAST ,_ ll Y ��F 0 30 60 PRj�I I SRT sTA °pF�y�wESCTA. WILLMAR, MINNESOTA 56201 "w" V I V L G I V I O LTO N phone: MINN20) ESOTA 56 DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET 2A6 A �' M E N K Email: Willmar@bolton-menk.com Il�onticello `"""° TRAFFIC CONTROL PLAN C7'08 www.Bolton-menk.com IeNr PROL No r "1HD rub ic�n9/zoz3M1 TEMPORARY PROPERTY ACCESS SYMBOLS & MATERIALS LEGEND CROSSWALK BLOCK WHITE PERMANENT PAVEMENT MARKING PLAN PREFORM THERMOPLASTIC GROUND IN NOTES AND GUIDELINES` PAVEMENT MESSAGE (LT ARROW) WHITE ,l PREFORM THERMOPLASTIC GROUND IN PAVEMENT MESSAGE (RT ARROW) WHITE PREFORM THERMOPLASTIC GROUND IN PAVEMENT MESSAGE (ACCESSIBLE PARKING) WHITE PREFORM THERMOPLASTIC GROUND IN GENERAL INFORMATION: BROKEN LINE -40' CYCLE (10' LINE, 30' GAP) THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. WRIGHT COUNTY HIGHWAY DEPARTMENT WILL PLACE NECESSARY DOTTED LINE- 15' CYCLE (3' LINE, 12' GAP) "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS, LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. A TOLERANCE OF a INCH UNDER OR 1 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO ONE-HALF FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS, ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. MULTI COMPONENT (MULTI COMP): THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENT AND/OR LAITANCE ON LOW SPEED (SPEED LIMIT 35 MPH OR STRIPING KEY LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING SHALL BE USED FOR ALL EPDXY PAVEMENT MARKINGS.O CIRCLE -MULTI- COMPONENT THE MULTI COMP MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEANS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPDXY RESIN LINE TO A PROVIDE AN IMMEDIATE NO -TRACK SYSTEM. TRIANGLE-PAINT A MULTI COMP RESIN LINE 4" WIDE AND 15 MILL THICKNESS (WET), REQUIRES AN APPLICATION RATE 1ST DIGIT 2ND DIGIT 3RD DIGIT OF ONE (1) GALLON OF COMPONENTS FOR 320 FEET OF LINE. GLASS BEADS SHALL BE APPLIED AT A WIDTH PATTERN COLOR POUND PER GALLON RATE SUFFICIENT TO ACHIEVE AN ACCEPTABLE NO -TRACK SYSTEM. 4" a", ETC. S -SOLID WHITE B -BROKEN YY - -YELLOW T - DOTTED B - BLACK OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES D - DOUBLE ARE 50 DEGREES FAHRENHEIT OR GREATER. K- DOUBLE BROKEN H - DOUBLE DOTTED PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. PREFORMED THERMOPLASTIC: THE PREFORMED THERMOPLASTIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON CLEAN AND DRY SURFACES. SEE SPECIAL PROVISIONS FOR PREFORMED THERMOPLASTIC MARKING SPECIFICATIONS. 7— G=GROUND IN W=WET REFLECTIVE C_CONTRAST E_ENHANCED SKID RESISTANCE _ 45W EXAMPLE: _ _ 4" SOLID LINE WHITE PREF THERMO GCW GROUND IN, CONTRAST, WET REFLECTIVE I HEREBY "ISP'"N,sPEaHC,TI IN, °RREP°RTwASPREPARE° MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET BY °ROON—fl—'S�U"PER IS1 d�AVNUJT+H�AT I^�pAOUjLwY�'LIIENSED 2040 HIGHWAY 12 EAST C f 7 }• C7 F PR I LEL T' J�isT 1 lJ I E= O LTO N WILLMAR, MINNESOTA 56201 N1A.N Phone: (3201231-3956 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pqs�$�`. M E N K N�onticcllo "Ec.Eo c�.o9 ZAo A 11975 ru IQt,IAt/19/zo23 Email: Willmar@bolton-menk.com IE"TpRo,"o. SIGNING &STRIPING PLAN www.bolton-menk.com TITLE SHEET SIGN AND DELINEATOR/ MARKER ST-A SIGN NUMBER PANEL SUPPORT REMOVE NUMBER SIGN OF POSTS I EACH SIGN SALVAGE SIGN INSTALL SIGN REMOVE SIGN PANEL SIGN PANEL SALVAGE SIGN PANEL INSTALL SIGN PANEL REMOVE DELINEATOR /MARKER DELINEATOR /MARKER DELINEATOR /MARKER PANEL PANEL CODE LEGEND SIZE (W x H) MOUNTING HEIGHT A DISTANCE TYPE RISER POST SIZE INCHESI INCHES FEET FEET SQ FT EACH EACH I EACH SQ FT I EACH EACH I EACH EACH EACH BROADWAY ST COUNTY COST S-1 R4-7 KEEP RIGHT 24 x 30 1 S-2 RS-1 DO NOT ENTER 30 x 30 1 5-3 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 1 S-4 R5-1 DO NOT ENTER 30 x 30 1 S-5 R4-7 KEEP RIGHT 24 x 30 1 5-6 DESIGN DESIGN W BROADWAY WALNUTST 48 48 x x 12 12 1 (1) S-7 R6-1L R6-1R R1-1 ONE WAY LEFT ONE WAY RIGHT STOP 36 36 30 x x x 12 12 30 1 S-8 M4-X2 M3-2 Ml-1 M5-1R ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ADVANCE TURN RIGHT COLOR 24 24 24 21 x x x x 12 12 24 15 1 5-g R4-7 OM1-2 KEEP RIGHT TYPE l OBJECT MARKER 24 18 x x 30 18 1 S-10 RS-1 DO NOT ENTER 30 x 30 1 S-11 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 1 5-12 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 1 1 S-13 R5-1 DO NOT ENTER 30 x 30 1 5-14 M4-X2 M3-2 M1-1 M6-1 ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ARROW COLOR 24 24 24 21 x x x x 12 12 24 15 1 S-15 R4-7 OM1-2 KEEP RIGHT 24 x 30 1 TYPE l OBJECT MARKER 18 x 18 1 S-16 R2-1 SPEED LIMIT 45 24 x 30 7 SQ-SOIL 2 1 5.00 5-17 R3-96 R8-3 TWO WAY LEFT TURN LANE NO PARKING 24 24 x x 36 24 7 SQ-SOIL 2-1/2 1 1 S-18 R2-1 SPEED LIMIT 45 32 x 30 1 S-19 R3-9dP R3-913 R8-3 END PLAQUE TWO WAY LEFTTURN LANE NO PARKING 30 24 24 x x x 12 36 24 7 SQ-SOIL 2-1/2 1 2.50 6.00 4.00 S-20 W11-2 PEDESTRIAN CROSSING 36 x 36 9.00 S-21 DESIGN DESIGN W BROADWAY OTTERCREEK RD 48 48 x x 12 12 7 SQ-SOIL 2 1 1 1 5-22 W11-2 W16-7PR PEDESTRIAN CROSSING DOWN ARROW RIGHT PLAQUE 30 20 x x 30 16 1 5-23 W11-2 W16-7PR PEDESTRIAN CROSSING DOWN ARROW RIGHT PLAQUE 30 20 x x 30 16 1 S-24 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 7 SQ-SOIL 2 1 6.25 S-25 W11-2 PEDESTRIAN CROSSING 36 x 36 9.00 S-26 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 7 SQ-SOIL 2 1 6.25 5-27 R3-9B R8-3 TWO WAY LEFT TURN LANE NO PARKING 24 24 x x 36 24 7 SQ-SOIL 2-1/2 1 6.00 400 1 S-27.1 R3-9dP END PLAQUE 30 x 12 12 2.50 1 S-28 W31-2 PEDESTRIAN CROSSING 30 x 30 1 S-29 R4-7 OM1-1 KEEP RIGHT TYPE 1 OBJECT MARKER 24 18 x x 30 18 4 SQ-CONC 2 1 1 5.00 1 S-30 R5-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 1 6.25 S-31 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 (1) 5-32 R6-1R R6-1R ONE WAY RIGHT ONE WAY RIGHT 36 36 x x 12 12 1 S-33 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 S-34 W11-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-SOIL 2 1 9.00 S-35 R2-1 SPEED LIMIT 30 24 x 30 7 SQ-SOIL 2 1 1 1 S-36 W31-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-CONC 2 1 9.00 S-37 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 (1) S-38 R6-1R R6-1R ONE WAY RIGHT ONE WAY RIGHT 36 36 x x 12 12 1 S-39 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 S-40 R1-1 STOP 30 x 30 7 SQ-SOIL 2 1 1 6.25 5-41 W31-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-SOIL 2 1 9.00 5-42 W3-3 DESIGN SIGNALAHEAD DO NOT BLOCK DRIVEWAY 30 18 x x 30 24 1 S-43 DESIGN DESIGN W BROADWAY LOCUSTST 48 48 x x 12 12 7 SQ-CONC 2 1 1 1 1 (1)R6-1L S-44 R6-1R R1-1 ONE WAY LEFT ONE WAY RIGHT STOP 36 36 30 x x x 12 12 30 1 7 SQ-CONC 2-1/2 1 1 1 3.00 3.00 6.25 S-45 R7-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 S-46 RS-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 6.25 S-47 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 7 SQ-CONC 2 1 6.25 S-48 W11-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-CONC 2 1 9.00 S-49 W11-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-CONC 2 1 9.00 S-50 R3-7L LEFT LANE MUST TURN LEFT 30 x 30 7 SQ-CONC 2 1 6.25 S-51 RS-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 6.25 5-51.1 R7-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 5-52 R4-7 OM1-2 KEEP RIGHT TYPE 1 OBJECT MARKER 24 18 x x 30 18 1 4 1 SQ-CONC 2 1 5.00 1 5-53 DESIGN DESIGN W BROADWAY WALNUTST 48 48 x x 12 12 7 SQ-GONG 2 1 1 (1) 5-54 R6-1L R6-1R R1-1 ONE WAY LEFT ONE WAY RIGHT STOP 36 36 30 x x x 12 12 30 7 SQ-CONC 2 1 3.00 3.00 6.25 S-55 R7-6 NO PARKING LOADING ZONE 12 x 18 7 SQ-CONC 2 1 1.50 S-56 R7-6 NO PARKING LOADING ZONE 12 x 18 7 SQ-CONC 2 1 1.50 S-57 M4-X2 M3-2 Ml-1 M5-1L ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ADVANCE TURN LEFT COLOR 24 24 24 21 x x x x 12 12 24 15 7 1 SQ 2 1 2.00 2.00 4.00 2.19 S-58 NOT USED S-59 RS-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 6.25 S-60 R3-2 NO LEFT TURN 24 x 24 7 SQ-CONC 2 1 4.00 S-60.1 R7-108 3 HOUR PARKING LEFT LANE MUST TURN LEFT 12 30 X x 18 30 7 7 SQ-CONC SQ-CONC 2 1 2 1 1.50 6.25 S-61 R3-7L S-62 W11-2 R7-108 PEDESTRIAN CROSSING 3 HOUR PARKING 36 12 x X 36 18 7 SQ-GONG 2 1 9.00 1.50 5-63 M4-X2 M3-2 M1-1 M6-1 ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ARROW COLOR 24 24 24 21 x x x x 12 12 24 15 7 SQ-CONC 2 1 2.00 2.00 4.00 2,19 SPECIFIC NOTE(S): S-64 RS-1 DO NOT ENTER 30 x 30 7 SQ-GONG 1 2 1 6.25 (1) MOUNT BACK TO BACK. 5-65 R4-7 OM1-2 KEEP RIGHT TYPE 1 OBJECT MARKER 1 24 1 18 x x 30 18 1 4 1 SQ-CONC 2 1 1 5.00 1 (2) SEE SIDE BY SIDE MOUNTING DETAIL. 1 1 BROADWAY ST SUBTOTALS 27 256 1 5 1 5 1 1 1 0 0 0 0 3 0 I HEREBY CERTIFYTHATTHIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ON�USIIIIJJJJPER151 dAN0THATIggAppppppADULYLICENSED PR FE T! �jq 7/1[STA�p�N1yWE50TA. v\C I V IWILLMAR, O LTO N MENK 2040 HIGHWAY I2 EAST MINNESOTA 56201 phone: r@bolt31-3 enk.co Email: Willmar@bolton-menk.com www.bolton-menk.com IT Y o F 1Cd o MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET c7.10 L DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT.�� SIGNING &STRIPING PLAN SIGNING TABULATION A pgs�ISc• YI toI�n9�zozs ZACVon, lJ9 ts� 1 ld SPECIFIC NOTE(S): (1) MOUNT BACK TO BACK. (2) SEE SIDE BY SIDE MOUNTING DETAIL. PAVEMENT MARKING TABULATION LINE ITEM SIGN AND DELINEATOR / MARKER UNIT QUANTITY BROADWAYST BROADWAYST WALNUTST RIVERST (COUNTY COST) (CITY COST) (CITY COST) (CITY COST) TOTAL 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 0 0 ST -A SIGN NUMBER 2791 PANEL 4" DBLE SOLID LINE MULTI-COMPONENT LIN FT 0 I SUPPORT RISER POST REMOVE SIZE NUMBER SIGN OF POSTS INCHES EACH SIGN SQ FT SALVAGE SIGN INSTALL SIGN REMOVE SIGN PANEL SIGN PANEL SALVAGE SIGN PANEL INSTALL SIGN PANEL REMOVE DELINEATOR /MARKER DELINEATOR /MARKER DELINEATOR /MARKER PANEL PANEL CODE LEGEND SIZE MOUNTING (W x H) HEIGHT A DISTANCE TYPE INCHES FEET FEET EACH EACH EACH SQ FT I EACH EACH EACH I EACH EACH 2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN LIN FT 1934 0 0 0 1934 2582.503 WALNUT ST CITY COST LIN FT 79 0 0 0 79 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 459 S-65.1 117-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 4 567 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT 0 1908 120 240 S-66 R7 -8M DISABLED PARKING IWITH SYMBOL 18 x 12 7 SQ-CONC 2 1 1.50 S-67 R7 -8M DISABLED PARKING WITH SYMBOL 18 x 12 7 SQ-CONC 2 1 1.50 S-68 R7 -8M DISABLED PARK N6 WITH YMB L 18 x 12 7 SQ -SOIL 2 1 1.50 S-68.1 137-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 S-68.2 117-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 S-69 R1-1 STOP 30 x 30 7 SQ-CONC 2 1 6.25 S-72 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 6.25 S-73 R7 -8M DISABLED PARKING WITH SYMBOL 18 x 12 7 SQ -SOIL 2 1 1.50 S-74 R7 -8M DISABLED PARKING WITH SYMBOL 18 x 12 7 SQ -SOIL 1 2 1 1 1.50 WALNUT ST SUBTOTALS 0 1 25 1 0 1 0 0 0 0 —01 0 1 0 0 RIVER ST CITY COST S-70 R1-1 STOP 1 30 x 30 1 7 1 1 SQ-CONC 1 2 1 6.25 S-71 R1-1 I STOP 1 30 x 30 1 7 1 1 SQ-LONL 2 1 6.25 S-75 R7 -8M I DISABLED PARKING WITH SYMBOL 18 x 12 1 7 1 1 SQ -LONG 1 2 d 1 1.50 5-76 R7-6 I NO PARKING LOADING ZONE 1 18 x 12 1 7 1 1 SQ-CONC 1 2 1 1 1.50 RIVER ST SUBTOTALS 0 16 0 0 0 0 0 0 0 0 0 TOTAL 54 297 5 5 1 1 0 1 0 0 0 1 3 0 SPECIFIC NOTE(S): (1) MOUNT BACK TO BACK. (2) SEE SIDE BY SIDE MOUNTING DETAIL. I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUEBffE-fETRQIANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY❑ F AWN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe. r�M/-1— M E N K Phone: (320) 231-3956 , N�antlC�lla CHECKED 07,11 uA11 NCc A 1J97is� I U" �lbt/19/zoz3 � Email: .bolton-men-menk.com IENTPRD, NO, SIGNING &STRIPING PLAN www.bolton-menk.com SIGNING TABULATION PAVEMENT MARKING TABULATION LINE ITEM ITEM UNIT QUANTITY BROADWAYST BROADWAYST WALNUTST RIVERST (COUNTY COST) (CITY COST) (CITY COST) (CITY COST) TOTAL 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 0 0 2027 764 2791 2582.503 4" DBLE SOLID LINE MULTI-COMPONENT LIN FT 0 0 0 320 320 2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 9642 0 0 0 9642 2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 15545 0 0 0 15545 2582.503 24" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 79 0 0 0 79 2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN LIN FT 1934 0 0 0 1934 2582.503 8" DOTTED LINE MULTI-COMPONENT GROUND IN LIN FT 79 0 0 0 79 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 459 0 0 0 459 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN SQ FT 541 0 22 4 567 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT 0 1908 120 240 2268 I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUEBffE-fETRQIANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY❑ F AWN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe. r�M/-1— M E N K Phone: (320) 231-3956 , N�antlC�lla CHECKED 07,11 uA11 NCc A 1J97is� I U" �lbt/19/zoz3 � Email: .bolton-men-menk.com IENTPRD, NO, SIGNING &STRIPING PLAN www.bolton-menk.com SIGNING TABULATION SQUARE STAINLESS STEEL WASHER AND NYLON WASHER (T=1/32" MIN, I.D.=3/8" MAX, O.D.=7/8" MAX) TWO X 0.065" THICK ZINC COATED STEEL FENDER WASHERS 5/16" STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK -NUT 1-1/2" o oo oo o SIGN o PANEL oo o o o o o o o o o0 0 0 0 0 12" TO 14" 3" E� I B ­EEEI' I MIN o O o o o o o \1 1/2 0 BOLT B a J. m I SPLICE PLATE o ALUMINUM STRINGER o I IF APPLICABLE 0 o 0 SQUARETUBE 0 ° o 0 0 o 0 0 0 13" MAX A 4 o o I° 0 o o o 0 0 o O 0 0 0 A Q o 3" ALUMINUM STRINGER MIN: O1" TO 6" F 12" TO 14" f13" MAX 36" MAX STRINGER SPACING (2 STRINGERS SHOWN) 0 ALUMINUM STRINGER 0 FOR SIGN PANELS 36" WIDE OR GREATER ON ONE POST O o 0 0 o m 0 0 1-1/2" 0 BOLT SQUARETUBE o RE O O m o SEE POST SPACIl' O O B� 0 O o 0 o 0 o O O O , O 0 0 o SPLICE PLATE 0 IF APPLICABLE O 0 O O o O o O O O 0 ° 12" MAX A ©� O O o O O o 0 0 0 o O o m O 0 O o O A ©J O o O O O o O ALUMINUM S NGER O O O O O O SQU, SQUARETUBE o RE O O m o SEE POST SPACIl' O O B� 0 O o 0 pmm 0 6 O O B O 0 O 0 0 O O 0 O O 0 O o O o O o 0 O O O 0 NGER O O TUBE O 0 O O O o O O �R- -HART 0 o O O 1" TO 6" O 12" MAX 36" MAX STRINGER SPACING (2 STRINGERS SHOWN) FOR SIGN PANELS UP TO 30" WIDE FOR SIGN PANELS ON TWO OR MORE POSTS 0 ALUMINUM STRINGER (DF POST SPACING REQUIRES PLACEMENT OF A POST WITHIN THIS AREA, EXTEND 0 STRINGERS AS NEEDED TO ACCOMMODATE THE STRINGER TO POST CLAMP. SQUARE TUBE ALUMINUM STRINGER ALUMINUM STRINGER STAINLESS STEEL WASHER STAINLESS STEEL WASHER STAINLESS STEEL WASHER AND NYLON WASHER AND NYLON WASHER AND NYLON WASHER (T= 1/32 "MIN, I.D.= 3/8 " (T= 1/32 "MIN, I.D.= 3/8 " (T= 1/32 "MIN, I.D.= 3/8 " MAX, O.D.= 7/8 " MAX) MAX, O.D.= 7/8 " MAX) MAX, O.D.= 7/8 " MAX) O O O 5/16" STAINLESS 5/16" STAINLESS O ® �' STEEL BOLT WITH STEEL BOLT WITH ZINC O O ZINC COATED STEEL COATED STEEL NYLON O NYLON INSERT LOCK -NUT INSERT LOCK -NUT CARRIAGE BOLTSIGN PANEL o � � 0 SIGN PANEL O O O ALUMINUM STRINGER ------CLAMP o CLAMP DETAIL CLAMP DETAIL SQUARETUBE 11GATYPE 304,#26 OBACK TO BACK FINISHED STAINLESS STEEL 411 SQUARE TUBE 2" AND 2 1/2" SQUARETUBE WITH 3/8"-16X2" CARRIAGE BOLT SIGN MOUNTING WITH STRINGERS VIEW A-AAND SERRATED FLANGE NUT. VIEW B -B NOTES: 1. BOLT SIGN PANELS TO STRINGERS OR RISER POSTS AT NO GREATER THAN 24 INCH SPACING OR ACCORDING TO THE MNDOT STANDARD SIGNS AND MARKINGS MANUAL FOR MOUNTING HOLES (PUNCH CODES) INFORMATION. `u 2. STRINGERS SHALL BE CENTERED ON SIGN PANEL. 33 IHEREBYCIITI THATTHIS%AN,SVECIFICATION,ORREPORTWASPREPARED slc"ID MONTICELLO, MINNESOTA SP 8605-59 (TH 25) ;� BY O NDER Y RE PER I51 dAN0 THATI ADULYLICE-0 BOLTON 2040 HIGHWAY I2 EAST SHEET � PR FE ! 1 L E T! ST EsoTA. CITY ❑ F DRAWN R i«�°WILLMAR, MINNESOTA 56201 I V LG I V I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n t I N�ont�cella E"rCRED c7.12 �c M E N K Phone: 320 231-3956 znc A 7 Email: Willmar@bolton-menk.com SIGNING &STRIPING PLAN w .bolton-menk.com 7 rub iOn/9,2023 E"PRD'"" MOUNTING DETAIL 1 NO MORE THAN ONE SPLICE PER POST. WHEN USED MUST BE PLACED AT LEAST 8 FEET ABOVE GROUND. THE PREFERRED PLACEMENT LOCATION IS BEHIND THE SIGN PANEL. INTERIOR POST STUD SHALL BE ONE SIZE SMALLER FOR A TIGHT FIT. IF RISER POST IS 2-1/2", INTERIOR POST IS 2-3/16". IF RISER POST IS 2", INTERIOR POST IS 1-3/4". 611 611 3/8" STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK -NUT PANEL SQUARE TUBE POST SPACING WIDTH 23 POSTS POSTS 4 POSTS 5 POSTS 6 POSTS 7 POSTS 8 POSTS (I N) (I N) (I N) (I N) (I N) (I N) (IN) (I N) 42 15 48 21 54 30 60 36 66 36 72 42 78 42 84 48 90 48 42 96 48 42 102 54 42 108 54 42 114 60 42 120 60 48 126 66 48 132 66 48 42 138 72 48 42 144 72 48 42 150 78 54 42 156 78 54 42 162 84 54 42 168 84 60 48 174 90 60 48 42 180 90 60 48 42 186 96 66 48 42 192 96 66 48 42 198 102 66 54 42 204 102 72 54 42 210 108 72 54 42 216 108 72 54 48 42 222 114 78 60 48 42 228 114 78 60 48 42 234 120 78 60 48 42 240 120 84 60 48 42 246 84 66 54 42 252 84 66 54 42 258 90 66 54 42 42 264 90 66 54 48 42 270 90 72 54 48 42 276 96 72 60 48 42 282 96 72 60 48 42 288 96 72 60 48 42 294 102 78 60 54 42 300 102 78 60 54 42 42 306 102 78 66 54 42 42 312 108 78 66 54 48 42 318 108 84 66 54 48 42 324 108 84 66 54 48 42 330 114 84 66 60 48 42 336 114 84 72 60 48 42 DISTANCES ARE CENTER -TO -CENTER OF POSTS I HEREBY CERFY THAT THIS PAN,S I C SHEETABRNEE CLTR GSTTI AECENSED 2040 HIGHWAY I2 EST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) PR SOAWLLMADWN R, MINNESOTA 56201gpLTON PhoDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHECKED �.13 uACil: Ir@bolton-menk.com SIGNING &STRIPING PLAN�MENK w.bolton-menkcom tIENTPRD,KD.2� ln9/oz R. MOUNTING DETAIL 2 NUMBER OF ALUMINUM STRINGERS FOR 2-1/2 INCH OR SMALLER POSTS ®��0000©©00000©©©©00000©©©©00000000©00000000000��������� ����000©©000000©©©©000000©©©000000000©000000000000������ ����0000©©000000©©©©0000000©©©00000000000000000000000��� �����000©©000000©©©©©00000000©©0000000000000000000000000 �����00�©©©00000©©©©©00000000©©�0��00��000000�00000��0 ������000©©0000000©©©©©0000000000©©000000000000000000000 m�����©000©©00000000©©©©©0000000000©0000000000000000000 �������©000©©©00000000©©©©©©00000000000©©00000000000000 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© �������©©000©©©000000000©©©©©©0000000000©©©©©©0000000000 LiJ 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© u 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© z 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© ID 0000©©©©©0000000000000000000000000000000000000000000000 L1J ®�00�©©©©©000000000000©0000000000000000�0000000000000000 LL Z< a PANEL WIDTH (INCHES) NUMBER OF STRINGERS FOR 4 INCH POSTS 0 a Liu u z w 2 J W Z d d oa a� a PANEL WIDTH (INCHES) rs -� Y HERERYCERTIEV BY OR UNDER PR FE ! 1 LE THAT THIS PIAN, SPECIRCATION, Y RECTS PER ISI .FANO R T! OR REPORT WAS TI THATI ADULY i«�°p�y� PREPARED LICENSED ESDTA. BOLTON 2040 HIGHWAY WILLMAR, MINNESOTA I2 EAST 56201 C IT Y F DIcx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN I V L �G I V I Phone: 320 231-3956 N�onticella xEpgEO DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c�.14 SIGNING &STRIPING PLAN f Email:W .bolton- en-menk.com �c M E N K www.bolton-menk.mm zncR.A /'� �h rub iOn/ Ery Pgpl.ryo. o°� = 9,2023 MOUNTING DETAIL 3 ®��0000©©00000©©©©00000©©©©00000000©00000000000��������� ����000©©000000©©©©000000©©©000000000©000000000000������ ����0000©©000000©©©©0000000©©©00000000000000000000000��� �����000©©000000©©©©©00000000©©0000000000000000000000000 �����00�©©©00000©©©©©00000000©©�0��00��000000�00000��0 ������000©©0000000©©©©©0000000000©©000000000000000000000 m�����©000©©00000000©©©©©0000000000©0000000000000000000 �������©000©©©00000000©©©©©©00000000000©©00000000000000 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© �������©©000©©©000000000©©©©©©0000000000©©©©©©0000000000 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© 0000©©©©©0000000000000000000000000000000000000000000000 0000©©©©©0000000000000000000000000000000000000000000000 ®�00�©©©©©000000000000©0000000000000000�0000000000000000 ®��0000©©00000©©©©00000©©©©00000000©00000000000��������� ����000©©000000©©©©000000©©©000000000©000000000000������ ����0000©©000000©©©©0000000©©©00000000000000000000000��� �����000©©000000©©©©©00000000©©0000000000000000000000000 �����00�©©©00000©©©©©00000000©©�0��00��000000�00000��0 ������000©©0000000©©©©©0000000000©©000000000000000000000 m�����©000©©00000000©©©©©0000000000©0000000000000000000 �������©000©©©00000000©©©©©©00000000000©©00000000000000 �������©©000©©©000000000©©©©©©0000000000©©©©©©0000000000 3/8" X 3" LONG STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK -NUT AND 3/8" STAINLESS STEEL WASHER 8.21" go, L 2'/a" X 2'/a" TOP VIEW A -A SOIL STABILIZING FIN MUST BE 4" x 10" x 12 GA PRE -GALVANIZED ASTM A569 STEEL. FINS MUST BE WELDED TO EACH CORNER OF THE 2 % " SQUARE TUBE. WELDS MUST BE ZINC COATED. priA 4" 2%"x2 '/o"X4' 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE INSERT I O II O O O O O O O 0 0 0 0 II 0 O 2"x2 "X4' 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE 4'/:" APPROX. BOLT INSERTED IN 5TH HOLE DOWN — . — I _� SOIL STABILIZING FIN 5" 4 FT. 0 0 0 0 0 0 SIGN PANEL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MINIMUM ° 4 FEET 0 2" x 2" 12 GAUGE PREPUNCHED 0 GALVANIZED STEEL SQUARE TUBE RISER 0 INSERTED INTO FIN BASE ASSEMBLY. 0 RESTING ON 3/8" BOLT AS SHOWN 0 0 0 0 SOILSURFACE 77777 o 0 0 TOP OF BASE MOUNTED FLUSH TO GROUND LINE 0 0 0 0 0 0 0 0 0 FIN BASE ASSEMBLY 0 0 0 0 0 0 0 0 0 FIN BASE IN SOIL d NOTES: 1. THE CRASH RESPONSE TYPE FOR THIS STRUCTURE IS BENDABLE. 2. TO MEET CRASHWORTHY REQUIREMENTS THE DISTANCE BETWEEN THE BOTTOM OF THE SIGN PANEL AND THE GROUND SURFACE BELOW ANY PORTION OF THE SIGN PANEL MUST BE A MINIMUM OF 4 FEET. a SEE TABULATIONS FOR MOUNTING HEIGHT. FIN BASE ASSEMBLY 3. FOR SIGN PANEL MOUNTING DETAILS SEE SQUARE TUBE SIGN MOUNTING DETAILS. i� 4. SQUARE TUBE SIGN POSTS PER MnDOT SPEC. 3402. 33 � IHEREBYCERTIFYTHAT THIS%AN,SVECInW10N,ORREPORTWASPREPARED B ORUNDER Y RECTfER ISI dANO THATI ADULYLICE-0 PR FE ! 1 L E T! ST ESOTA. R i«�°p�y� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY ❑ F IGxEp NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN I V LG I V I Phone: 231-3956 N�onticella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c�.15 SIGNING &STRIPING PLAN @b f Email:W .bolton-men-menk.com �c M E N K znc A �n rub iOn/ 9,2023 E" P"pl"p www.bolton-menk.mm N.FIN BASE DETAIL O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O O O O 0 0 0 0 MINIMUM 7 FEET SIGN PANEL 5/6" STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK NUT 211 x 211 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE RISER INSERTED INTO SHEAR BOLT BASE WITH A 1 %41 x 1 %41 x 36" 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE INTERNAL SLEEVE FOR STIFFENING. SHEAR BOLT BASE DRILL x/211 HOLE FOR SCREW ANCHOR BOLT. CONCRETE SURFACE (MIN 4" THICKNESS) "o'' o'• o.': s•:.o" o:: o. p' o.: 0.:0. 0.: 0: 0.:0. 0.. .'o-°. ..Q.. �a•°.<.p. c. 4 p•;.e.a` .a:'�'q : .a :'p 'q'a.a:'a'<'a.a. ' p::° -o.. a.v. v •a. a.: • o.•a. 4 o'd p' d.'. o'p: p', d.•. o'4 p• °.•. o'p.p'. d.•. 0'4: p., 0'" o'p. SHEAR BOLT BASE MOUNTED TO CONCRETE SURFACE RISER POSTS TO BE MOUNTED CLOSE TO PLUMB. UP TO A MAXIMUM OF 1/2" OF SHIM WASHERS MAY BE USED BETWEEN SHEAR BOLT BASE AND CONCRETE FOR LEVELING. IF MORE THAN/21 OF SHIMS ARE REQUIRED, THEN CORE THROUGH THE CONCRETE. 5/611 STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK NUT 2" x 2" 12 GAUGE PREPUNCHED " GALVANIZED STEEL SQUARE TUBE RISER o INSERTED INTO SHEAR BOLT BASE WITH A o 1 %411 x 1 YA" x 36" 12 GAUGE 0 PREPUNCHED GALVANIZED STEEL SQUARE o TUBE INTERNAL SLEEVE FOR STIFFENING. 0 0 0 SHEAR BOLT BASE WITH POST COUPLER o 0 0 0 0 0 FIN BASE ASSEMBLY FROM SQUARE TUBE FIN BASE DETAIL MOUNT TOP OF SQUARE TUBE FLUSH WITH CONCRETE CONCRETE SURFACE 15" DIAMETER CONCRETE CORE OR PREFORMED OPENING FILL WITH CONCRETE (MIX NO 3F52) TO MATCH EXISTING THICKNESS SHEAR BOLT BASE CORED THROUGH CONCRETE SCREW ANCHOR BOLT 5" LONG CARBON STEEL THAT MUST MEET A MINIMUM ALLOWABLE TENSION LOAD OF 2270 PSI. NOTES: 1. THE CRASH RESPONSE TYPE FOR THIS STRUCTURE IS BREAKAWAY. 2. TO MEET CRASHWORTHY REQUIREMENTS THE DISTANCE BETWEEN THE BOTTOM OF THE SIGN PANEL AND THE GROUND SURFACE BELOW ANY PORTION OF THE PRIMARY SIGN PANEL MUST BE A MINIMUM OF 7 FEET. SEE TABULATIONS FOR MOUNTING HEIGHT. 3. INSTALLATION OF SHEAR BOLT BASE MUST BE NO EARLIER THAN 3 DAYS AFTER CONCRETE IS PLACED. 4. FOR SHEAR BOLT BASE USE APPROVED PRODUCT FROM MnDOT APPROVED PRODUCTS LIST, PRODUCT MUST BE MODIFIED AS SHOWN. 5. USE ANTI SEIZE ON THE SHEAR BOLT CONNECTIONS. 6. FOR SIGN PANEL MOUNTING DETAILS SEE SQUARE TUBE SIGN MOUNTING DETAILS. 7. SQUARE TUBE SIGN POSTS PER MnDOT SPEC. 3402. I HEREBY CERTIFY THATTHIS PIAN,SPECIFICATION• OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY .UU�Efq-S PERISI .FANO THATI ADULY LI CENSE. BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! T!STESOTA. C I T Y F AWN R i«�°WILLMAR, MINNESOTA 56201L G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe.rn M E N K Phone: (320)231-3956 , N�antlC�lla CHECKED e7.16 ZANCc A 1J92is� I Uo �l bt/19/zoz3 � Email: .Ibol@bolton-menk.com IENTPRD, NO, SIGNING &STRIPING PLAN www.bolton-menk.com SHEAR BOLT DETAIL (ZTXM 1T9 M 0 25 50 SCALE FEET QL-S M M, dO1S (OEMOE) a w TTa q LL (z� O 9-S 'dT -9U N (36X12) Q BROADWAY STREET W (CSAH 7S) I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY I,PR FE I?NDNOLLER REC , I51 dANDTHATI A SOTAD DANo A ruti on9/2023 WiLHIGHWAY 0E3 56201BOLTON Phone(32)231-5 l:W.nco m& MENK w.Ibolton-menkxom T q I aBROADWAY STREET WEST r— �o+oo 71,00 z +oo ---- Y -9H Ti R6 -1R N '� to O —(30X30) a p 3 oD Y ;n x1i, � � M CITY 0 Monticello �HEKED J cLENTPRDI. N. EXISTING SIGNING MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNING & STRIPING PLAN EXISTING CONDITIONS SHEET C7.17 4SY G 0 1+00 4BY G 2+00 3+00 4+00 5+00 BROADWAY STREET W (CSAH 75) s+00 9+00 11+00 4BY 6+00 - - W W W c az W Z Q 4BY 6SW G G — i� 33 _ I HEREBY CERflH THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR�USIIIIJJJJPE#&ITTf ADULYLICENSED 2040 HIGHWAY 12 EAST 0 25 50 PR FE p�N1yWEsoTA. OLTON WILLMAR, MINNESOTA 56201 V Phone: (320) 231-3956 " SCALE FEET 2ACR.q M E N K Email: Willmar@bolton-menk.com �n ru i On/ 9,2023 w .bolton-menk.com 12+00 13+00 BROADWAY STREET W (CSAH 75) W ui Lu — I�z Q— Q CITY OF AWN Monticello CH -ED 6SW --G- 7+00 C MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNING & STRIPING PLAN PROPOSED SIGNING & STRIPING LAYOUT SHEET C7.18 N X N w dOIS l 3M K 0 XX — - -- -- -- — — -- — —� -- -- - -- -- -- -- ra -- - -- y' rta j- <�As 6SW m� a S1= O o VX mmh+mvNR(3 W3 G o.0 5_21 4SY 6SW 15" -21 24SY G 5SEE RRFB PLANS BROADWAY STREET W (CSAH 75) 11. � 11' 16+00 17+00 19+00 20+00 r 1+00 13' 22+00 23 0 t 46Y 6SUV 4DY \ za� Rcv 65 W SEE RRFB PLANS _ 4SY G G •i� 4BY G G '^ n@ G 15'C XV G �l A Aw wm... wN m m W — - W N—p o� O o ' Wim xA a U O oti \ I O .o \ I NOTES: I \ I O F&I r 0 INPLACE O SALVAGE REMOVE I e ti z INSTALL t O wlr�6sw dOlS O6SW�QXG�N (0£X0£)_G l��X3m— — 4SY -- — TTa I �, X o . ti I s1 i G I - 11' 2�y70 25+00 26+00 27+00 28+00 29+00 �► r 13' BROADWAY STREET W (CSAH 75) 11' 48v 6SW - - — - - - — - ——X�-�_- 0X3 6SW STOP az [n O2 6SW x xw o3o xN V ®x�=+ G — MOVE TO 17+75 (HEREBY CERTIFY THATTHISPIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUNDER Y RECiS PER I51 dAN0THATl ADULYLICENSEO gpLTON 2040 HIGHWAY 12 EAST SHEET C) 25 60 PR FE 1 1 L E TI ST EsoTA. CITY O F DxnwN �a iy«�� o WILLMAR, MINNESOTA 56201 � JG Tor t DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET �e M E N K Phone: r@bolt31-39 nk.com cella CHECKED e7.19 ZAC A 7 Email: Willmar@bolton-menk.com SIGNING &STRIPING PLAN qhs ru DQ i On/ 9,2023 www.bolton-menk.Dom CLIENTPRDI No, PROPOSED SIGNING &STRIPING LAYOUT - I m N 5 Re �— CC,� Cl/ ' 413Y 4SY c—� � 6SW - - ::, -I '.:5 .•`CMP ,. ,� ,... 11' 11' -If+00� 32+00 333 34+00 35+00 36+00 37+00 13' 38+00 j lr BROADWAY STREET W (CSAH 75)lr ----- ---- - - --- G - -- -- -- - _ -- --- ---- -- , / -_- -- _ -- -- -- -- -- - - - - O \/ Ixw 03o X� N �, c.. o O z N ®Xm 4P Aw NOTES: O1 F&I 0 INPLACE SALVAGE REMOVE L © INSTALL Lu N ON �ti W 1 sr dOlS zl—loC.Lu rm N W X3 XA �w+�a �a �� 9S W by 3_ oix vi T loiiaEl = F 0 s �N O 3m ;.ia =v®� W O���iJG 4SY 6SW U Ln _ 4SY _ G G sw—�— -- — — G - 0 39+00 40+00---- ---- X 41+00 44+00� 45+00 10' 46+09r * + 12 7 BROADWAY STREET W (CSAH 75) 13' 11' 12 ' L - - - - 6SW - --Pyy3o\ - - - - - - - - - - - - 4BW- - - - - 6S W -aZ:.� Xw \ KX N �s .oma O Xw�oz G z G riv-2 G A� �s IHEREBY CERTIFVTHATTHISPIAN,SPECIFICATION, ORgEPORTWASPREPARED 11Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR' EDE, Y RE-fS #&ITTf EICoT gpLTON 2040 HIGHWAY I2 EAST SHEET Q 26 50 PR FE ! 1 L E EsoTA. CITY ❑ F DxnwN Rp�y� WILLMAR, MINNESOTA 56201I V LDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTntN�ont�cella CHECKED c7.20 SCALE FEET �c M E N K Phone: 320 231-3956 'i • ZAC A 7 Email: Willmar@bolton-menk.com SIGNING &STRIPING PLAN o 2 ch, ru Q 1 On/ 9,2023 www.bolton-menk.mm = EN PRD,. ND. PROPOSED SIGNING & STRIPING LAYOUT I o {I O z� • . z wI- O dOlS� a Lu 6SW dO1S z = M oI F- 3m w (06xLEI ox �Jl O € 5 rTa ' a 4SY G 4BW to ia£1 6SW G G 11' — 11 47+00 48+00 -- -- -- -- – — 49+* 50+00 51+00 52+00 — — — — — 11' BROADWAY STREET W (CSAH 75) R6 -1R o 6SW I p • , 4;� (ZT x 9E) ( X30)6SW3 X 30~ R61a G)l (361X12) STOP Wim ' G S-3101 Q 4BW 2 II 2 I I S- 2 ® = (zO SSW kXXO ££-S �G(ZT x SO — - 53+00 54+00 (V I I I 33 I+ R1-1 w 6SW IHEREBYCERTIEVTHATTHISPIAN, SPEORWION,ORREPORT WAS PREPARED BY ORUNDER Y RECTS PER ISI dANOTHATI ADULYLICENSEO PR FE ! 1 L E T! ST ESOTA. R i«�°p�y� (30 X 3T) O — DIcx[p pgAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET G I V L G I V I STOP Phone: 320)231-3956 t (N�ont�cella xrpgEp 0 k NOTES: ZACR.A �.h W i On/ 9,2023 7 Email: Willmar@bolton-menk.com & M E N K www.bolton-menk.mm I 0 F&I 0 INPLACE O3 SALVAGE ® REMOVE © INSTALL H W W N 5380• \ zI 7. (zT x 9E) I � (V I I I 33 O ZS SO IHEREBYCERTIEVTHATTHISPIAN, SPEORWION,ORREPORT WAS PREPARED BY ORUNDER Y RECTS PER ISI dANOTHATI ADULYLICENSEO PR FE ! 1 L E T! ST ESOTA. 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Ix3 a x og x p o� `d ❑ . _ _�®�� p" "'sPaN,:PE°" "r'°"'°RRE"°RTwASPREP"RED "D"" MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET IRYEREOREUNDERTY RERSUPERISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST LITS' C]F� na30 25 50 PR rE T sT EsoTA. WILLMAR, MINNESOTA 56201 • "w" fes'" BOLTON phone: (320)231-3956 D DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET ZAC A /'� �e M E N K Email:Willmar@bolton-menk.com Mont `" SIGNING & STRIPING PLAN C7•22 �. ru i 1.6n9/2023 www.bolton-menk.mm = CLIENT FRED PROPOSED SIGNING & STRIPING LAYOUT NOTES: lO F&I 0 INPLACE Q3 SALVAGE ® REMOVE © INSTALL CI HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUNDER Y RECiS PE F=:ft-61TTfy ADULY LICENSED BOLTON 2040 HIGHWAY 12 EAST SHEET 0 25 5� PR FE I I L E ER EsoTA. CITY ❑ F DRAWN Rp�y� WILLMAR, MINNESOTA 56201 I V LV I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET M E N K Phone: r@bolt31-3956 , N�antlC�lla cxecRED 07,23 zqc A f Email:W .bolton-men-menk.com SIGNING &STRIPING PLAN - N ND on, ruQ lOn/ 9,2023 � www.bolton-menk.mm EN PRo No. PROPOSED SIGNING &STRIPING LAYOUT I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED 'CENSE PR FE DR UND ESR S�RE�C+i T' I51 BAND THA/T'I� A SOTAD ZAC A 1197tCf� rU�i 1.6n9/2023 RRFB SYSTEM CABINET • 1-W11-2 (36"X36") (FLUORESCENT YELLOW -GREEN) RECTANGULAR RAPID FLASHING BEACON (RRFB) 2" OR 1-W16-7mPL (30"X18") (FLUORESCENT YELLOW -GREEN) �— 1-W16-7mPR (30"X18") (FLUORESCENT YELLOW -GREEN) APS PUSH BUTTON WITH SIGN AND APS MOUNTING SPACERS 7' (MIN) 13 FOOT (MIN.) PEDESTAL POLE T-6" PEDESTAL BASE AND WIND COLLAR (MnDOT STD PLATE 8122) FINISHED GRADE PEDESTAL FOUNDATION (MnDOT STD PLATE 8112) PEDESTRIAN CROSSWALK FLASHER SYSTEM DETAIL 240HIGHWl1- 0 CITU❑F �,A_E WILLMAMIOTA 6230LTON Phone(320) 231-m.com ontmaril: Will@boton9f(do MENK No. www.bolton-menk.Dom J MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN RRFB DETAILS SHEET C7.24 ✓v ^AND RISER 2" NMC (DIRECTIONAL BORE 3-1/C #2 1-1/C #6 INS. GR II TI3` I I II II II ' 11A I -�L 2" NMC (DIRECTIONAL BORE) 3-4/C #14 3-2/C #14 2" NMC (DIRECTIONAL BORE) 3-1/C #6 1-1/C #6 INS. GR 0 Lu w cc U Lu 0 I— Q 0 c G G REMOVE INPLACE RRFB SYSTEM 2-2/C #14 1-1/C #6 INS. GR. to II _I I BROADWAY STREET W (CSAH 75) 2" NMC (DIRECTIONAL BORE) 1-4/C #14 I 1-2/C #14 NS. GR. CMF Q \I/ ° - ° - 0 1 - SA PEDESTAL FOUNDATION 1 A PEDESTAL POLE AND BASE POLE MOUNTED FLASHER CONTROL CABINET 1-RRFB LED ARRAY 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) 1-W16-7mPL (30"X18") (BLACK ON YELLOW -GREEN) 1 -APS PED PUSHBUTTON (PB -1) AND SIGN(RIGHT ARROW) MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA -1A: 1-4/C #14 1-2/C #14 1-1/C #6 INS. GR. 2" NMC TO SA -1A: 3-1/C #6 1-1/C #6 INS. GR. SA PEDESTAL FOUNDATION 2A PEDESTAL POLE AND BASE 2-RRFB LED ARRAY 2-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) 2-W16-7mPR (30"X18") (BLACK ON YELLOW -GREEN) 1 -APS PED PUSHBUTTON (PB -2) AND SIGN (DOUBLE ARROW) MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA -2A: 1-4/C #14 1-2/C #14 1-1/C #6 INS. GR. SA PEDESTAL FOUNDATION 3A PEDESTAL POLE AND BASE 1-RRFB LED ARRAY 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) 1-W16-7mPL (30"X18") (BLACK ON YELLOW -GREEN) 1 -APS PED PUSHBUTTON (PB -3) AND SIGN(LEFT ARROW) MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA -3A: 1-4/C #14 1-2/C #14 1-1/C #6 INS. GR. SC SERVICE CABINET 1 A TYPE RLF SERVICE CABINET FOUNDATION NOTES: 1. THE EXACT PLACEMENT OF PEDESTALS AND PEDESTRIAN RAMPS SHALL BE DETERMINED IN THE FIELD BYTHE ENGINEER. 2. THE FLASHERS FOR THIS SYSTEM SHALL BE RECTANGULAR RAPID FLASHING BEACONS (RRFB). SEE SPECIAL PROVISIONS FOR RRFB UNIT DETAILS. 3. ALL SIGNS REQUIRED FOR THE RECTANGULAR RAPID FLASHING BEACON SYSTEM ARE INCIDENTAL. 4. MOUNTING HEIGHTS FOR ALL SIGNS AND DEVICES SHALL COMPLY WITH THE MOST RECENT VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5. FOR PAVEMENT MARKINGS, SEE SIGNING AND STRIPING PLANS. 6. FOR CONSTRUCTION OF PEDESTRIAN RAMPS, SEE PEDESTRIAN RAMP DETAIL PLANS. 7. ALL WORK ASSOCIATED WITH THE OTTER CREEK RRFB INSTALLATION IS INCLUDED IN THE PEDESTRIAN CROSSWALK FLASHER SYSTEM "A" PAY ITEM. 8. REMOVAL OF THE INPLACE RRFB SYSTEM IS INCIDENTAL. PEDESTRIAN CROSSWALK FLASHER SYSTEM A S 0 10 20 _r. SCALE FEET - THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORUUEBS PER I51 dAN0THATl ADULYLICENSEO PR FE ! T! ST ESo- gpLTON 2040 HIGHWAY I2 EAST MINNESOTA 56201` Phone: (320)231-1116 M E N K Email: Willmar@bolton-menk.com � www.bolton-menk.com CITY ❑ F , ontl�ella 'i Icx[D MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET C7.25 D—WNWILLMAR, `""R`D DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN OTTER CREEK ROAD &BROADWAY STREET W (CSAH 75) LAYOUT 2AC A N ND c rub i6n9/2023 E"'"D' "D PEDESTRIAN CROSSWALK FLASHER SYSTEM A S THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORUNDER Y RECiS PE#&ITTf PR FE E ESOTA. ADULYLICENSEOOBOLTON VL '�c 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201I Email: Willmar@bolton-menk.com M E N K Phone: r@b 231-3956 www.bolton-menk.com C I T ti ❑ F , antlC�lla Icx[p MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET �� pgAWNfIR�y� cHiEryrPnol. DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN OTTER CREEK ROAD &BROADWAY STREET W (CSAH 75) WIRING DIAGRAM znc A N ryp chs ruOQ IOn/ 9,2023 No. r • ; Uw LLJ U 0� t II II SA PEDESTAL FOUNDATION 1 C PEDESTAL POLE AND BASE – POLE MOUNTED FLASHER CONTROL CABINET o' 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW-GREEN) 1-W16-7mPL (30"X18") (BLACK ON YELLOW-GREEN) o-='" £3 ^°° :•• 1C 1-APS PED PUSHBUTTON (PB-1) AND SIGN(RIGHTARROW) L- MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA-1C: O 1-4/C #14 1-2/C#14 1-1/C #6 INS. GR. BROADWAY STREET W (CSAH 75) SA PEDESTAL FOUNDATION C PEDESTAL POLE AND BASE © © III 2" NMC(DIRECTIONAL BORE) 1-4/C #14 2-RRFB LED ARRAY 2-W11-2 SIGN (36"X36") (BLACK ON YELLOW-GREEN) 2-W16-7mPR (30"X18") (BLACK ON YELLOW-GREEN) 1-APS PED PUSHBUTTON (PB-2) AND SIGN (DOUBLE ARROW) ® © 1-2/C #14 1-1/C #6 INS. GR. MOUNTED ON WEST SIDE OF PEDESTAL – – ------------------------- –----------- -- I I 2.1 NMC TO SA-2C: 1-4/C#14 1-2/C #14 ,pev evoe „ 1-1/C #61 NS. GR. SA SA PEDESTAL FOUNDATION 2C 3C PEDESTAL POLE AND BASE 1-RRFB LED ARRAY 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW-GREEN) 2" NMC (DIRECTIONAL BORE) I I 2" NMC (DIRECTIONAL BORE) 1-W16-7mPL (30"X18") (BLACK ON YELLOW-GREEN) 3-4/C #14 2-4/C #14 1-APS PED PUSHBUTTON (PB-3) AND SIGN(LEFTARROW) 3-2/C #14 I 2-2/C #14 MOUNTED ON WEST SIDE OF PEDESTAL 1-1/C#61NS. GR. I I �#6 INS. GR. 2" NMC TO SA-3C: 1-4/C#14 I I 1-2/C #14 Q CONNECT INTO LIGHTING CABINET 1-1/C #6 INS. GR. - SEE LIGHTING PLANS FOR — E ADDITIONAL INFORMATION F E— E E E • SA ;. 3C _ m l 1 1 1 1 1 ' 1S 1 NOTES: 1. THE EXACT PLACEMENT OF PEDESTALS AND PEDESTRIAN RAMPS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. d 2. THE FLASHERS FOR THIS SYSTEM SHALL BE RECTANGULAR RAPID FLASHING BEACONS (RRFB). SEE SPECIAL PROVISIONS FOR RRFB UNIT DETAILS. 3. ALL SIGNS REQUIRED FOR THE RECTANGULAR RAPID FLASHING BEACON SYSTEM ARE INCIDENTAL. ® 4. MOUNTING HEIGHTS FOR ALL SIGNS AND DEVICES SHALL COMPLY WITH THE MOST RECENT VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. © 5. FOR PAVEMENT MARKINGS, SEE SIGNING AND STRIPING PLANS. 6. FOR CONSTRUCTION OF PEDESTRIAN RAMPS, SEE PEDESTRIAN RAMP DETAIL PLANS. 7. ALL WORK ASSOCIATED WITH THE LOCUST STREET RRFB INSTALLATION IS - INCLUDED IN THE PEDESTRIAN CROSSWALK FLASHER SYSTEM "C" PAY ITEM. I - s i II II PEDESTRIAN CROSSWALK FLASHER SYSTEM B O lO ZO I HEREBY CERfl THATTHIS PIAN, SPEORCATION, OR REPORT WAS PREPARED BY OR�U S PER ISI dANOTHATI ADULYLICENHO PR FE T! ST ESOTA. �a iy«�� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CIii�eR( DES­EO MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN JG V I 2„4,„� Phone: (320)231-3956on CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e7.27 PEDESTRIAN CROSSING PLAN SCALE FEET �e M E N K Email: Willmar@bolton-menk.com znc A /'� gh r 100/ 9,2023 Ery PgoLNo. www.bolton-menk.mm LOCUST STREET &BROADWAY STREET W CSAH 75 LAYOUT CONNECT INTO LIGHTING CABINET SEE LIGHTING PLANS FOR ADDITIONAL INFORMATION PEDESTRIAN CROSSWALK FLASHER SYSTEM B S - I HEREBY CERTIFYTHATTHIS PIAN, SPEORCATION, OR REPORT WAS PRE PARED BY ORUNDER Y RECTSPERISI dANO THATI ADULYLICENSED PR FE ! I L E T! ST ESDTA. R i«�°p�y� I V LG I V I ��' gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Email: Willmar@bolton-menk.com �c M E N K Phone: (320) 231-3956 � www.bolton-menk.com C I T ti ❑ F ,antlC�lla 'i Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET �� DRAH,N CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN LOCUST STREET &BROADWAY STREET W (CSAH 751 WIRING DIAGRAM znc A zAc cyn rub iOn/ 9/2023 AOI. No. - - Lu N17 Lu 00 V) J � I a ° • I / I •ORINees - g• � pee a L- - ---- - --- E m-�---------- - SA � w 1D I F .... 3 3 101 I �I all 4w A SA PA100 POLE FOUNDATION 1D TYPE PA100-A-55 2 -RECTANGULAR RAPID FLASHING BEACONS WITH SIGN (W11-2) (36"X36") MOUNTED OVERHEAD AT 3.5' (FACING WB TRAFFIC) AND 40' (FACING EB TRAFFIC) 2 -SIGNS (111-913) MOUNTED OVERHEAD AT 15' (FACING WB TRAFFIC) AND 45' (FACING EB TRAFFIC) 1 -RECTANGULAR RAPID FLASHING BEACON WITH SIGN (W11-2) (36"X36") AND (W16-7mPL) (30"X18") MOUNTED ON POLE ON WEST SIDE OF PEDESTAL 1 -APS PED PUSHBUTTON (PB -1) ON POLE MOUNTED ADAPTOR AND SIGN (LEFT ARROW) MOUNTED ON EAST SIDE OF PEDESTAL 1" NMC STUBOUT AND 5/8" X 15' GROUND ROD 2" NMC TO SA -1D: 3-4/C #14 1-2/C #14 1-1/C #6 INS. GR. 49 2 SA PEDESTAL FOUNDATION 3 N a I I 2" NMC (DIRECTIONAL BORE) 2D PEDESTAL POLE AND BASE g o 3 3-4/C #14 2-RRFB LED ARRAY m 1-2/C#14 BROADWAY STREET W (CSAH 75) 2-W11-2SIGNS (36°x36°)(BLACK ON YELLOW) 1-1/C #6 INS. GR. 2-W16-7mPR (30"X18") (BLACK ON YELLOW) " o 1 -APS PED PUSHBUTTON (PB -2) AND SIGN (LEFT AND v �z ;i°•e;F:?; aO °°•°°°•°°`•°°°°°°° 2RIGHT NMCTO gMOUNTEDONWE5T51DEOFPEDESTAL SA a (`. 14/C#14 � 2D � .`moi .� 12/C#14 11/C #6INS. GR. z A A � m n—I SA PEDESTAL FOUNDATION s I I Noe 3D PEDESTAL POLE AND BASE D POLE MOUNTED FLASHER CONTROL CABINET 1-RRFB LED ARRAY © 0 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) ` - 1-W16 FED PL PUSHBUTTON (BLACK ON YELLOW -GREEN) ` 1 -APS PED PUSHBUTTON (PB -3) AND SIGN (LEFT ARROW) MOUNTED ON EST SIDE OF PEDESTAL 2" NIVIC TO SA 3D: 1 -4/C #14 1-2/C #14 • �: —/ � � \� �e \\\ E—FSE— • e::. I -. # 2"NMC (DIRECTIONAL BORE) 1-1/C #6 INS. GR. /C 1114 m 2 —4. -2/ E SA E11Ci"SGRE E �E .,; :: • 3D NOTES: 1. THE EXACT PLACEMENT OF PEDESTALS AND PEDESTRIAN RAMPS SHALL BE ECT INTO LIGHTING CABINET // _ DETERMINED IN THE FIELD BY THE ENGINEER. SEE LIGHTING PLANS FOR -- -- - -- _ ( 2. THE FLASHERS FOR THIS SYSTEM SHALL BE RECTANGULAR RAPID FLASHING ADDITIONAL INFORNM BEACONS (RRFB). SEE SPECIAL PROVISIONS FOR RRFB UNIT DETAILS. r_I \ m ,I 11 — I I �' / 3. ALL SIGNS REQUIRED FOR THE RECTANGULAR RAPID FLASHING BEACON SYSTEM I ARE INCIDENTAL. I �II I I I II 4. MOUNTING HEIGHTS FOR ALL SIGNS AND DEVICES SHALL COMPLY WITH THE MOST RECENT VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. S r / 5. FOR PAVEMENT MARKINGS, SEE SIGNING AND STRIPING PLANS. 2" NMC (DIRECTIONAL BORE) 6. FOR CONSTRUCTION OF PEDESTRIAN RAMPS, SEE PEDESTRIAN RAMP DETAIL 5-4/C #14 PLANS. 7. ALL WORK ASSOCIATED WITH THE WALNUT STREET RRFB INSTALLATION IS 1-1/C #6 INS. GR. © INCLUDED IN THE PEDESTRIAN CROSSWALK FLASHER SYSTEM "C" PAY ITEM. II I I II I � Qi 11 j I II i� PEDESTRIAN CROSSWALK FLASHER SYSTEM C 33 IHEREBYCERTIEYTHATTHISPIAN,SPECIFICATION,ORREPORTWASPREPARED Icx[D MONTICELLO MINNESOTA SP 8605-59 (TH 25) BY OR UNDER Y RECiS PER I51 dAN0 THATl ADULY LIC oTA, BOLTON 2040 , MINNESOTA 12 EAST SHEET 0 10 Z� PR FE I I L E T! ST EsoTA. CIiiAo DRAWN R i«�°p�y� WILLMAR, MINNESOTA 56201 I V LG I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT . a Phone: (320) 231-3956 SCALE FEET ZAc A .GG1/du�1�� Il�on`"""° PEDESTRIAN CROSSING PLAN C7'29 �e M E N K Email Wiw bolton�menkm�nnk.com IENrPxo� No '2 ND. (56 rub iOn/ 9,2023 � WALNUT STREET & BROADWAY STREET W (CSAH 75) LAYOUT CONNECT INTO LIGHTING CABINET SEE LIGHTING PLANS FOR ADDITIONAL INFORMATION PEDESTRIAN CROSSWALK FLASHER SYSTEM C S PREPARED I HEREBY CERTIFYTHATTHIS PIAN, SPEORWION, OR REPORT WAS PH RNE-fET A6STI AEENSED PNRND A. V oT 240HIGHWAY I2 EST R, MINNESOTA 562gpLTON WLLMA01 231-3956 l �MENK w.bolton-menkcom ,n atla D.I.— MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET �Phone: 7•0 DRHN cH�'V DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLANWillmar@bolton-menk.com WALNUT STREET & BROADWAY STREET W (CSAR 75) WIRING DIAGRAM znc 9 rub ion0 iENrAONo.in ABBREVIATIONS APS ACCESSIBLE PEDESTRIAN SIGNAL AWF ADVANCE WARNING FLASHER C. D. COUNT DOWN D2-1 (e.g.) DETECTOR (PHASE 2, NO. 1) DEG DEGREES DWK DON'T WALK EQ.G EQUIPMENT GROUND REVISE SIGNAL SYSTEM B EVP EMERGFURNISH T.H. 25 (PINE ST AND RIVER ST INTERSECTION ( ) F&I ANDINCY FURNISH AND INSTALL INSCLE TALL FL FLASH/FLASHING FYA FLASHING YELLOW ARROW REVISE SIGNAL SYSTEM A FYLA FLASHING YELLOW LEFT ARROW GLA GREEN LEFT ARROW TEMPORARY SIGNAL SYSTEM A GRN GREEN INDICATION T.H. 25 (PINE! ) ( ) T AND BROADWAY STREET CSAH 75 INTERSECTION GR. RD. GROUND ROD GRA GREEN RIGHT ARROW GTA GREEN THRU ARROW HH HANDHOLE HPS HIGH PRESSURE SODIUM IND INDICATION IMC INTERMEDIATE METAL CONDUIT MAP OF THE INP INPLACE CITY OF MONTICELLO INS. GR. INSULATED GROUND WRIGHT COUNTY, MN JB JUNCTION BOX LED LIGHT EMITTING DIODE LUM LUMINAIRE NEU NEUTRAL NMC NONMETALLIC CONDUIT I 131-1 (e.g.) PEDESTRIAN INDICATION (PHASE 1, N0.1) PB PUSH BUTTON P62-1 (e.g.) PUSH BUTTON (PHASE 2, N0. 1) PEC PHOTOELECTRIC CELL PED PEDESTRIAN PVC POLYVINYL CHLORIDE (CONDUIT) RED RED INDICATION Y R&S REMOVE AND SALVAGE RLA RED LEFT ARROW RSC RIGID STEEL CONDUIT 0 Soo 1000 S&I SALVAGE AND INSTALL SIGNAL PLAN INDEX SOP SOURCE OF POWER SCALE FEET SHEET NUMBER SHEET TITLE SPR SPARE MAP LEGEND C7.26 TITLE SHEET STA STATION TEMPORARY SIGNAL SYSTEM B WLK WALK C7.27 TEMPORARY POLE DETAIL YEL YELLOW INDICATION PROJECT LIMITS T.H. 25 (PINE ST) AND 4TH ST INTERSECTION C7.28 WEST BROADWAY STREET TEMPORARY LAYOUT YLA YELLOW LEFT ARROW C7.29 WEST BROADWAY STREET TEMPORARY POLE NOTES YRA YELLOW RIGHT ARROW C7.30 WEST BROADWAY STREET WIRING DIAGRAM C7.31 4TH STREET TEMPORARY LAYOUT SYMBOLS C7.32 4TH STREET TEMPORARY POLE NOTES C7.33 4TH STREET TEMPORARY WIRING DIAGRAM ■ HANDHOLE C7.34 POLE MOUNT DETAIL 0 HANDHOLE SPECIAL C7.35 APS PUSH BUTTON LOCATION DETAIL $ EQ.G CONNECTION C7.36 COLOR CODE CHART DETAIL C7.37 CABINET DETAIL EVP CONFIRMATORY LIGHT C7.38 WEST BROADWAY STREET REMOVALS EVP DETECTOR C7.39 WEST BROADWAY STREET REMOVALS WIRING DIAGRAM C7.40 WEST BROADWAY STREET REMOVALS WIRING DIAGRAM EVP DETECTOR AND CONFIRMATORY LIGHT C7.41 WEST BROADWAY STREET LAYOUT FO FIBER OPTIC VAULT PROJECT LOCATION C7.42 WEST BROADWAY STREET WIRING DIAGRAM WRIGHT COUNTY C7.43 WEST BROADWAY STREET WIRING DIAGRAM A LUMINAIRE NO. C7.44 PULLVAULT DETAIL OSIGNAL BASE NO. C7.45 FIBER OPTIC LEGEND C7.46 FIBER OPTIC CABLE LABELING DETAIL 8 SIGNAL FACE NO./FLASHER FACE N0. STANDARD PLATES -SIGNAL SYSTEMS C7.47 FIBER OPTIC SLACK DETAIL BM 4 BARREL MOUNT BASE NO. 07.48 FIBER OPTIC SCHEMATIC WP THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT C7.49 INTERCONNECT LAYOUT 1 WOOD POLE NO. PLATE NO. DESCRIPTION PLATE NO. DESCRIPTION d + SPLICE r- 7038 A DETECTABLE WARNING SURFACE TRUNCATED DOMES 8120 Q POLE FOUNDATION (PA -85) VIDEO DETECTION r�- 7113 A CONCRETE APPROACH NOSE DETAIL 8121 H TRANSFORMER BASE AND POLE BASE PLATE (2 SHEETS) IHEREBYC RTIFY THAT SHEETS OR UNDER MY DIRECT SUPERVISION C7.31 THROUGH##### OF THIS PLAN WERE PREPARED BY ME AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER MICROWAVE DETECTION 8110 E TRAFFIC SIGNAL BRACKETING (POLE MOUNTED) 8122 F PEDESTAL AND PEDESTAL BASE (2 SHEETS) UNDER THE LAWS OF THE STATE nOFMINNESOTA. 8112 1 PEDESTAL FOUNDATION 8123 G POLE AND MAST ARM (2 SHEETS) SONIC DETECTION 8117 G PRECAST CONCRETE HAND HOLE ► 8126 L POLE FOUNDATION (PA90 AND PA100) r 8118 D SERVICE EQUIPMENT AND POLE 8129 A SHIM AND WASHER NAMEHA. PARSONS Uc No 57761 DATE No -8119 C GROUND MOUNTED CABINET FOUNDATION 8130 E SAW CUT LOOP DETECTORS DESIGNER MITCHELL L. WALL FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL r- 8132 B PREFORMED RIGID PVC CONDUIT LOOP DETECTOR (3 SHEETS) ► STANDARD PLATES APPLICABLE TO THIS PROJECT _ .. 2040 HIGHWAY 12 EAST * "'`" °F =���Eo MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET o Do Not Use for WILLMAR, MINNESOTA 56201 OLTON Phone: (320) 231 -men M n i ll O A a DRAWN cxeaeo DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 07.31 Construction Email: Wiwl boltonn-menk.com com M E N K SIGNAL PLANS > EMPAo,.NG, TITLE SHEET e TYPICAL WOOD POLE AND SPAN WIRE MOUNTED TRAFFIC SIGNALS (NOT TO SCALE) E.V.P. OR TRAFFIC DETECTOR WOOD POLE MOUNT (NOT TO SCALE) an J N X O z a a Q 20' MOUNTING HEIGHT (ABOVE ROADWAY) 0 STAINLESS STEEL STRAPS 0 0 NMC RISER AND WEATHERHEAD (AS REQUIRED) WOOD POLE 19' MAX. 17' MIN. 10' APPROX. 5 SECTION HEAD OVERHEAD SIGNAL BRACE DETAIL NOTE: ALL SPAN WIRES AND DOWN GUYS SHALL BE (5' MIN OR 20% (NOT TO SCALE) SIEMANS MARTIN GRADE GALVANIZED STRAND WIRE. OF POLELENGTH) I NMC AND CABLES 7/16" SPAN WIRE 111 (AS REQUIRED) (SUPPORT) SIGNAL CABLES (AS SHOWN IN PLAN) SIGNAL HEAD (AS SHOWN IN PLAN) OVERHEAD SIGNAL BRACE DETAIL O BACKGROUND SHIELD (NOT TO SCALE) S-HOOK 3/8" MIN. O O (BREAKAWAY) TURNBUCKLE (5/16" MIN. EYE BOLTS) O O CLAMP NOTE: TETHER CLAMP SHALL BE MN/DOT APPROVED. 1/4" SPAN WIRE • (STABILIZER) ALUMINUM ANGLE IRON (11/2" X 11/2" X 1/4" X 1/4") ATTACHED TO SIGNAL HEAD OWITH SIGNAL TETHER CLAMP THEREBY CERTIFY THATTHIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORUUE�S PER I51 dAN0THATl ADULYLICo-C PR FE I TI ST ESDTA. �a iy«�6 p�y� JG V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 & Email: Willmarton-m@boltonk.com com M E N K Phone: (320)231-men www.bolton-menk.com CITY ❑ F Mont�cella Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET e�.32 pgAWN cxEpgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS TEMPORARY POLE DETAIL � ZAC A kNS6NS[� ru �1.6n9/2023 ( 67 S ENTI Np. NOTES: 1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE. 2. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS, AND TEMPORARY CABINET BASE ARE VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONAL. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL SYSTEM. 4. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL SPAN WIRE TYPE R10 -X12 SIGNS ADJACENTTO HEADS 1-2,3-1,5-1, AND 7-1. 6. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS. 7. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE). B. CONDUIT SIZES ARE NOMINAL DIAMETER. 9. HEADS 4-1,4-2,4-3, 5-1, 5-2, 7-1, 7-2, AND 8-4 SHALL BE BAGGED IF WEST LEG IS CLOSED. IF TEMPORARY SIGNAL IS NEEDED LONGER THAN DURATION OF WEST LEG CLOSURE, HEADS SHALL BE UNBAGGED. 10. CONTRACTOR SHALL COORDINATE WITH MNDOTTOADJUST SIGNAL TIMINGS AND TO ADJUST DETECTION ZONES. 11. CONTRACTOR TO SALVAGE RADIO FROM PERMANENT SIGNAL, INSTALL ON TEMPORARY SIGNAL, AND RE -INSTALL ON PERMANENT SIGNAL AFTER TEMPORARY SIGNAL IS NO LONGER NEEDED 12. CONTRACTOR TO SPLICE EXISTING SIGNAL INTERCONNECT AT NORTHWEST CORNER AND RUN TO TEMPORARY SIGNAL CABINET. OINSTALL TEMPORARY SIGNAL CABINET BASE TEMP INSTALL CABINET WITH CONTROLLER (MNDOT PROVIDED) CONTROLLER CABINET TO POLE 1: 9-6/C #14 21-4/C #14 4-3/C #14 4-3/C #20 4 -VIDEO DETECTOR CABLES —� INPLACE: 45' WOOD POLE WITH SERVICE k B) EQUIPMENT AND DISCONNECT 2" CONDUIT TO HH3: 3-1/6 #6 2" CONDUIT FROM HH3 TO CONTROLLER CABINET 3-1/C #6 2" CONDUIT, RISER AND WEATHERHEAD TO HH2 4-3/C #14 (LUM) FROM HH2 ABOVE SPAN WIRE ON POLE 1 2" CONDUIT 4-3/C #14 (LUM) CONTROLLER PHASING, PEDESTRIAN r INDICATORS AND PUSH BUTTONS 1L 138-1 (D1) (D2) (D1) In (D2) 6 1 WP � � F WP 2 3 mW^ N ^ 'y y � a d l mQ 0 0 CSAH 75 P6-1 P2-2 F� 8 7 3 4 CSAH 75 P6-2 P2-1 N N my a a m¢ e WP WP 1 PB4-1 r 5 2 P(13 ) (81) PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE 20 40 SCALE FEET 1-7/16" SPAN WIRE 1-1/4" SPAN WIRE 4-6/C #14 11-4/C #14 2-3/C #14 4-2/C #14 2-3/C #14 (LUM) 2-3/C #20 1 6PR #19 2 -VIDEO DETECTOR CABLES 11 PAVEMENT CONSTRUCTION AREA SIGNAL SYSTEM OPERATION THE SIGNAL SYSTEM FLASH MODE IS ALL RED. NORMAL OPERATION IS 8 PHASE, WITH PHASES 1, 3, 5, AND 7 BEING FLASHING YELLOW ARROWS BY TIME OF DAY PHASE 2 AND 6 SHALL BE ON VEHICLE RECALL. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNDTRRECiPR EE OR UND T�ISIyNNO THATI ADULY LE50TA DdAND THATI A SOTAD DAN. A cyhhsS ru�i On/ 9N,20l23 z CAMERA PHASE f N 1&6 POLE 1 V-2 3&8 POLE 2 V-3 2&5 1— 0 O V-4 4&7 POLE 4 cc 'mom w z ww z z a g1-7/16"SPAN WIRE O a ti 1-1/4" SPAN WIRE K = �o 2-6/C #14 5-4/C #14 J_ o 0, ':':'. 1-3/C #14 a 0 ti = 2-2/C #14 N _ CL 1-3/C#14(LUM) W P 1-3/C #20 m O 1 -VIDEO DETECTOR CABLES 7 2 VIDEO DETECTORS CAMERA PHASE NUMBER V-1 1&6 POLE 1 V-2 3&8 POLE 2 V-3 2&5 POLE 3 V-4 4&7 POLE 4 J �V, 2 0 2-2 ". 2-3 { W P 5-1 > 3 2-1 I w 2 186 n= �ti0 S-2 O FTFC� R J� W 12' RTL — 8-2 12' RTL 8-3 3&8EVP LIG T 8-4 11' LANE 16. ' LA 1-7/16" SPAN WIRE 12' LTL 1-1/4" SPAN WIRE 3-1 1-6/C #14 2-4/C #14 7-1 1-3/C #14 4-3 CSAH 75 12' LANE 4&7 EVP LIGHT (BROADWAY) 4-2 (30 MPH) 14 LANE 1-3 6F49.24S 4 1���C< w oFTFCpp !! 1 E r 1.1 1.2 TR A 6-2 6-3 6-1 WP , 4-1 WP 1 H3 4 3 2 O4 H2 �B �� / NOTE:THIS PLAN IS INTENDED TO SHOW WOOD POLE LOCATION AND EQUIPMENT THAT IS TO BE USED AS PART OF THE TEMPORARY SIGNAL SYSTEM INSTALLATION. SPECIFIC ROADWAY ELEMENTS MAY OR MAY NOT BE INPLACE AT THE TIME THE TEMPORARY SIGNAL IS IN OPERATION. THE LOCATION OF OVERHEAD SIGNALS AND DETECTORS FOR EACH STAG w 1-7/16" SPAN WIRE OR PHASE WILL NEED TO BE ADJUSTED ACCORDINGLY. J g g 1-1/4" SPAN WIRE v r r m 4-6/C #14 z z 7-4/C #14 g g 2-3/C #14 SIGNAL FACE CHART 2-2/C#14 FACE R Y G RLA YLA FYA GLA RRA YRA GRA m = H H H N 1-11-21-3 1-3/C#14 (LUM) 2-1,2-2,2-3 1-3/C #20 O 1 -VIDEO DETECTOR CABLES 3-1,3-2 4 1 4-2, 4-3* 0 m 6-1,15-2,15-3 ~ ~ ~ ~ 7-1 7-2* H H R H 8-1 8-2 8:31- 8-4 -38-4 -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH SYSID:40021 BACKGROUND SHIELDS TE #: 6348 -PHASES 1 & 8 FYA SHALL OVERLAP "SIGNAL HEADS SHALL BE BAGGED IF WEST LEG OF INTERSECTION IS CLOSED FOR CONSTRUCTION BOLTON 2040 HIGHWAY 12 EAST DE�IDNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET CIii�Ro WILLMAR, MINNESOTA 56201 \ DRAWNDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT�c MENK Phone: r@b 231-39nk.com `HIEN ADINo c�.33 Email: Willmar@bolton-menk.com SIGNAL PLANS www.bolton-menk.com BROADWAY STREET W (CSAH 7S) TEMPORARY LAYOUT 'DOWOOD LE (wp W 20 OWNGUOYS,GUARDSANDANCHORS 20 OWNGUOLEGUARDS AND ANCHORS 2- TYPE 10B POLE MOUNTED AT 90° AND 180° 2- TYPE 10B POLE MOUNTED AT 90° AND 180° 1 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 1 & 6) 3 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 2 & 5) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS (1110-4b)(1EA. LEFT AND RIGHT) (1110-4b)(1EA. LEFT AND RIGHT) METAL JUNCTION BOX WITH TERMINAL BLOCK METAL JUNCTION BOX WITH TERMINAL BLOCK 4" CONDUIT TO SPAN WIRE: 4" CONDUIT TO SPAN WIRE 4-6/C #14 4-6/C #14 11-4/C #14 7-4/C #14 2-3/C #14 2-3/C #14 4-2/C #14 2-2/C #14 2-3/C #20 1-3/C #20 1-6PR #19 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1-6PR #19 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) W P 50' WOOD POLE V V P 2- DOWN GUYS, GUARDS AND ANCHORS 2 2- TYPE 10B POLE MOUNTED AT 90° AND 180° n 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 3 & 8) T 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS (R10-4b)(1EA. LEFT AND RIGHT) METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1-6PR #19 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 50' WOOD POLE 2- DOWN GUYS, GUARDS AND ANCHORS 2- TYPE 10B POLE MOUNTED AT 90° AND 180° 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 4 & 7) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS (1110-4b)(1EA. LEFT AND RIGHT) METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) NOTES: 1. THE PERMANENT CABINET AND LOCATION ARE TO BE USED TO OPERATE TEMPORARY SIGNAL SYSTEM DURING ALL STAGES OF CONSTRUCTION. 2. (CONTRACTOR SHALL FURNISH AND INSTALL) SERVICE CABINET AND CONTROLLER AND CABINET. SEE SPECIAL PROVISIONS. I CI HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR�USPERISI dANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE T!STESOTA. CITY ❑ F pH,ry R i«�°WILLMAR, MINNESOTA 56201LG I V I DR DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT /� °"� �e M E N K Phone: r@b 231 -men N�ant�Cella cxecRED C7,3�} znc A Email: Willmar@bolton-menk.com SIGNAL PLANS - " ryD c � rub iOn/ 9,2023 � www.bolton-menk.com E" P NG,BROADWAY STREET W (CSAH 75) TEMPORARY POLE NOTES V-3 LUMINAIRE V-2 LUMINAIRE VIDEO DETECTOR VIDEO DETECTOR 3-1 35 5 F TOQ 23 4 TO 2 LUM LUM f5,35-42 5,31-42 18 2-1 J.B. WP J.B.2 WP 6-1 36 3 2 8-4 11 2-2 8-1 19 7-2 3-2 31 24 8-3 37 2 3 12 5-2 20 18-22 P8-1 32 36-42 25 8-2 P4-1 38 0 13 5.1 21 P2-2 P6-1 P6-2 33 31-34 24.30 1 4,5,17-42 3 LI 8 EVP LIGHT 14 39 26 22 6-2 1&6 DETECTOR PED PB STA 2&5 P8-2 55 15 TO EVP PB8-1 EVP LIGHT 40 V-1 HUB TO PB 34 27 VIDEO DETECTOR 10 PED PB STA 6-1 16 PB4-1 PED PB STA TO PB PB2-2 7-1 TO -2 41 PED PB STA PB6-1 56 WP 11-17 PED PB STA 2&5 LUMINAIRE 430 TO PB 28 1 J. B. 1 17TOPB DETECTOR TO 6 O PED STA LUMINAIRE TO EVP 42 4 LUM PB8 1-1 8-2 HUB 3 TO 1 TO PB 29 6,43-59 LUM 43-46 4.3 V-4 3&8 VIDEO DETECTOR 47W P 43 46 DETECTOR 57 55-59 3-6,10-59 J.B. 4 qq 4 TO EVP 30 HUB P4-2 48-54 1-2 4-2 51 4-1 45 58 48 PED PB STA 4&7 SERVICE CABINET PB2 1 SOP 52 INPUT L EVP LIGHT 1&6 LUMINAIRE TO PB 1-3 O 46 EVP LIGHT � 6 POWER 3-6 3-6 INS. GR. PED PB STA 23-1 CGR. #6 SIGNAL 59—j e� PB4-2 INS. SERVICE 53 77777�5 GRAD. TO PB 49 LUMINAIRE 4 TE #:6348 4&7 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA CITY F pgAWN -Ep DETECTOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 6,43-54 LUMINAIRE d 3 Phone: (320) 231-3956 TO EVP 54 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C7.3S HUB P2-1 'W Email: Willmar@bolton-menk.com �MENK SIGNAL 3-1 C#6 2 2 (yion/9,2023 IEryrPgol. No.nru 50 SERVICE INS. GR. CONTROLLER CABINET 1� V-1 DWK RED VIDEO DETECTOR 26 PIR P6 1 44 YEL GRN 4-3 RED 11 YEL NEU NEU GRN 61 DWK RED NEU YEL 27 WLR P8 2 45 GRN 4-2 RLA YLA NEU NEU 12 GLA3.2 28 PB6-1 46 EVP LIGHT &7 NEU EQ. G FYA 29 NEU SPR PB8-2 47 V-4 DWK 3&8 VIDEO DETECTOR 13 WU( 30 EVP RED SPR P4-1 DETECTOR 48 YEL NEU GRN 41 RED DWK 31 YEL NEU 14 WLK GRN 2 2 RLA SPR P6-2 NEU YLA NEU 49 GLA RED 1_3 15 1&6 32 YEL NEU EVP GRN 2.3 FYA DETECTOR NEU SPR 16 PB4-1 RLA DWK YLA 50 WLK P2-1 SPR 17YLA 33 NEU 5-1 NEU RLA FYA DWK YLA SPR 51 WLK P4-2 18 GLA EVP LIGHT 2 & 5 SPR NEU 3-1 34 EQ G NEU FYA NEU 52 SPR PB2-1 35 V-3 RED VIDEO DETECTOR 53 19 YEL PB4-2 g_q RED GRN 36 YEL 4&7 NEU GRN 2 1 54 EVP RRA NEU DETECTOR 20 YRA RLA RED GRA 8-3 YLA 55 YEL NEU 37 GLA GRN 62 RRA NEU 72 NEU 21 YRA FYA GRA 8 2 SPR RED 5 NEU 6 YEL DWK GRN 6-1 EVP LIGHT 3 & 8 38 WLK NEU 22 EQ. G SPR P8 1 RLA NEU NEU YLA 23 V-2 DWK 57 GLA VIDEO DETECTOR 39 WLK P2-2 NEU 1 1 RRA SPR FYA 24 GRA NEU SPR GRA 81 40 RLA NEU PB8-1 YLA RLAq1 58 GLA YLA PB2-2 NEU 12 25 GLA 2&5 FYA NEU 5-2 42 SPR EVP FYA DETECTOREVP LIGHT 1 & 6 SPR 59 EQ. G RLA NEU YLA 43 GLA 71 NEU FYA SPR SOP 1 3-1 C#2 INPUT L 1-1 C#6 POWER — INS. GR. 23-1 CGR. #6 SIGNAL e� INS. SERVICE i� GR.RD. GRAD. SYS ID #:40021 3 TE #:6348 IHEREBYCERTIFYTHATTHIS%AN,SVECIFICATION,ORREPORTWAS PREPARED R UNDER A6STTI ACENSED PR ESOTA 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA CITY F pgAWN -Ep NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET VRECTLET� Phone: (320) 231-3956 MontlgpLTON C� aca `"E`gEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C7.3S SIGNAL PLANSznc 'W Email: Willmar@bolton-menk.com �MENK (yion/9,2023 IEryrPgol. No.nru w.olton-menmm BROADWAY STREET W CSAH 75 WIRING DIAGRAM NOTES: 1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE. 2. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS, AND TEMPORARY CABINET BASE ARE VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONAL. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL SYSTEM. 4. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK. 5. PAVEMENT MARKINGS BY OTHERS (SEE STRIPING PLAN FOR REFRENCE) 6. THE CONTRACTOR SHALL FURNISH AND INSTALL SPAN WIRE TYPE R10 -X12 SIGNS ADJACENTTO HEADS 1-1, 3-1,5-1, AND 7-1. 7. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS. 8. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE). 9. CONDUIT SIZES ARE NOMINAL DIAMETER. 10. CONTRACTOR SHALL COORDINATE WITH MNDOT TO ADJUST SIGNAL TIMINGS AND TO ADJUST DETECTION ZONES. OTEMPORARY SIGNAL CABINET BASE INSTALL TEMP CABINET WITH CONTROLLER (MNDOT PROVIDED) CONTROLLER CABINET TO POLE 1: 8-6/C #14 14-4/C #14 4-3/C #14 4-3/C #20 4 -VIDEO DETECTOR CABLES OB 45' WOOD POLE WITH SERVICE EQUIPMENT AND DISCONNECT 2" CONDUIT TO HH3: 3-1/6 #6 2" CONDUIT FROM HH3 TO CONTROLLER CABINET: 3-1/C #6 2" CONDUIT, RISER AND WEATHERHEAD TO HH2: 4-3/C #14 (LUM) FROM HH2 TO ABOVE SPAN WIRE ON POLE 1: 2" CONDUIT 4-3/C #14 (LUM) CONTROLLER PHASING, PEDESTRIAN r INDICATORS AND PUSH BUTTONS 1L 6 1 N V x \ 2 eIV 3 a o_ W 4TH ST P6-1 P2-2 F� 8 7 3 4 4TH ST E P6-2 P2-1 m Q co Q WP ry WP 4 r 5 2 PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE 1-7/16" SPAN WIRE 1-1/4" SPAN WIRE 4-6/C #14 7-4/C #14 2-3/C #14 2-3/C #14 (LUM) 2-3/C #20 2 -VIDEO DETECTOR CABLES 14' LANE < 12' LTL 14' LANE �> SIGNAL SYSTEM OPERATION THE SIGNAL SYSTEM FLASH MODE IS ALL RED. NORMAL OPERATION IS 8 PHASE, WITH PHASES 1, 3, 5, AND 7 BEING FLASHING YELLOW ARROWS BY TIME OF DAY PHASE 2 AND 6 SHALL BE ON VEHICLE RECALL. W 4TH ST (30 MPH) 2t WP 2 U«:n::: II�M II II II II 1 O 1-7/16" SPAN WIRE 1-1/4" SPAN WIRE 3-6/C #14 5-4/C #14 2-3/C #14 1-3/C #14 (LUM) 1-3/C #20 1 -VIDEO DETECTOR CABLES ' 81 2 I 8F� CTO2-2 Q 14'LANE R 5-1 2 3 w yF OP 2-1 � - E� & 8 EVP �, I o� 1z' LTL 4TH ST E ,DG1T Q N J 4&7EVP -1 (30 MPH) LIGHT �.� w &) 4 2 14' LANE � 6 2 C6 (D 1 1 ETEC OV 1-2 CAMERA PHASE NUMBER V-1 z z V-2 z z V-3 2&5 POLE 3 V-4 4&7 N y N N N 3 ti 3 � ti g ti w Z CL 1-7/16" SPAN WIRE = Ln N CL 1-1/4" SPAN WIRE M c 2-6/C #14 = 4-4/C #14 H 0 1-3/C #14 rn 1-3/C #14 (LUM) 1-3/C #20 1 -VIDEO DETECTOR CABLES 3P ' 81 2 I 8F� CTO2-2 Q 14'LANE R 5-1 2 3 w yF OP 2-1 � - E� & 8 EVP �, I o� 1z' LTL 4TH ST E ,DG1T Q N J 4&7EVP -1 (30 MPH) LIGHT �.� w &) 4 2 14' LANE � 6 2 C6 (D 1 1 ETEC OV 1-2 ' 1-7/16" SPAN WIRE IwpF) 1-1/4" SPAN WIRE 1-6/C #14 1-4/C #14 1-3/C #14 VIDEO DETECTORS CAMERA PHASE NUMBER V-1 z z V-2 z z V-3 2&5 POLE 3 V-4 4&7 N N N N N 2 CL O M ' 1-7/16" SPAN WIRE IwpF) 1-1/4" SPAN WIRE 1-6/C #14 1-4/C #14 1-3/C #14 VIDEO DETECTORS CAMERA PHASE NUMBER V-1 1&6 POLE 1 V-2 3&8 POLE 2 V-3 2&5 POLE 3 V-4 4&7 POLE 4 NOTE:THIS PLAN IS INTENDED TO SHOW WOOD POLE LOCATION AND EQUIPMENT THAT IS TO BE USED AS PART OF THE TEMPORARY SIGNAL SYSTEM INSTALLATION. SPECIFIC ROADWAY ELEMENTS MAY OR MAY NOT BE INPLACE AT THE TIME THE TEMPORARY SIGNAL IS IN OPERATION. THE LOCATION OF OVERHEAD SIGNALS AND DETECTORS FOR EACH STAGE OR PHASE WILL NEED TO BE ADJUSTED ACCORDINGLY. SYS ID: 40021 TE #: 6348 I HEREBY CERTIFY THAT THIS PIAN,SPECIRCATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUEBffE-fETRQIANOTHATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 20 40 PR FE ! STESOTA. CITY ❑ F DRANN i«�°WILLMAR, MINNESOTA 56201G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �` SCALE FEET M E N K Phone: r@bolt31-3956 , N�antlC�lla cxrcPED C7.36 zqc A f Email:willmar@bolton-menk.com SIGNAL PLANS - N N c rub iOn/ 9,2023 � www.bolton-menk.com E" P" " 4TH STREET TEMPORARY LAYOUT ( �_ W 20 OWN GUOYS, GUARDS AND ANCHORS (wp 1- TYPE IOB POLE MOUNTED AT 90° 1 1- TYPE 10A POLE MOUNTED AT 180' 3 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 1 & 6) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 4" CONDUIT TO SPAN WIRE: 4" CONDUIT TO SPAN WIRE: 4-6/C #14 3-6/C #14 9-4/C #14 6-4/C #14 2-3/C #14 2-3/C #14 2-3/C #20 1-3/C #20 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) W P 50' WOOD POLE V V P 2- DOWN GUYS, GUARDS AND ANCHORS 2 1- TYPE IOB POLE MOUNTED AT 180" n 1- TYPE 10A POLE MOUNTED AT 90° T 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 3 & 8) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 50' WOOD POLE 2- DOWN GUYS, GUARDS AND ANCHORS 1- TYPE 1013 POLE MOUNTED AT 90° 1- TYPE 10A POLE MOUNTED AT 180" 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 2 & 5) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 50' WOOD POLE 2- DOWN GUYS, GUARDS AND ANCHORS 1- TYPE 10B POLE MOUNTED AT 180" 1- TYPE 10A POLE MOUNTED AT 90° 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 4 & 7) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) NOTES: 1. THE PERMANENT CABINET AND LOCATION ARE TO BE USED TO OPERATE TEMPORARY SIGNAL SYSTEM DURING ALL STAGES OF CONSTRUCTION. 2. (CONTRACTOR SHALL FURNISH AND INSTALL) SERVICE CABINET AND CONTROLLER AND CABINET. SEE SPECIAL PROVISIONS. I CI HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR�USPER ISI dANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE T!STESOTA. CITY ❑ F pH,ry R i«�°WILLMAR, MINNESOTA 56201LG I V I °R DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 7 °"� �e M E N K Phone: r@bolt31-men N�ant�Cella cxecRED C7,3 / - zqc A f Email:W .Ibolton-men-menk.com SIGNAL PLANS - " ry c � rub iOn/ 9,2023 � www.bolton-menk.com E" P" NG, 4TH STREET TEMPORARY POLE NOTES V-3 LUMINAIRE V_2 CONTROLLER CABINET VIDEO DETECTOR 5 TO VIDEO DETECTOR LUMINAIRE 29 LUM 19 4 TO 2 LUM 2 T7: 5,35-42 5,31-42 10 V-1 2-1 W P WP VIDEO DETECTOR YW 43 LA EVP7 J. B. 3 J. B. 2 RED 27 GLA 5-1 DETECTOR 30 3 2 11 YEL GRN 61 NEU RED FYA NEU SPR 44 GRNYEL 6 2 2.2 g_1 RLA EVP LIGHT 2 & 5 NEU 7-2 9 9 YLA 28 EQ. G RED 12 GLA NEU 3-2 NEU YEL q5 6-3 25 20 11 29 V-3 GRN 16 FYA VIDEO DETECTOR NEU 31 SPR O DWK RED RLA 2-3 03-2 O 13 WLK 30 YEL 2-1 YLA 16-18 O SPR 136-2 GRN 46 GLA 8 2 NEU NEU NEU 1-1 P2-2 30-34 26 RLA FYA 21 17 12 14 P136-2 YLA SPR 32 31 GLA 7 2 47 EVP LIGHT 1 & 6 15 1&6 NEU EQ.G 5-1 EVP FYA NEU 3&8 DETECTOR SPR PED PB STA P6-1 EVP LIGHT RLA P132-2 25-28 4,5,17-42 P6-2 YLA DWK 27 20-24 18 32 WLK TO PB 33 22 13 16 GLA 13-1 SPR P2-2 NEU NEU 2&5 FYA 33 DETECTOR SPR PB2-2 TO EVP34 2&5 PED PB STA PED PB STA RED EVP LIGHT PB6-1 PB6-2 17 YEL 34 2&5 HUB 28 TO PB 23 VIDEO DETECTOR 14 TO PB NEU 8 2 GRN DETECTOR 6-2 10 RLA 3&8 1&6 EVP LIGHT 3&8 DETECTOR DETECTOR 18 FEQ. G GLA GLA TO EVP 1 24 44 15 F TO EVP NEU 35 NEU 17-1 V-4 HUB W P 11-15 HUB VIDEO DETECTOR J. B. 1 19 V-2 FYA O 38 1 VIDEO DETECTOR SPR 6-3 41 35-37 7-1 LUMINAIRE 20 YEL RED TO GRN 8 1 36 YEL 4-2 3 GRN 390 45 6,35-47 LUM 1 NEU NEU 39-43 W P 35 RLA EVP LIGHT 4 &7 J.B. 4 4 44-47 3-6,10-47 YLA 37 EQ. G 1-2 11 21 GLANEU 5-2 NEU LUMINAIRE FYA 38 V-4 35-37 VIDEO DETECTOR TO 1 6 9 SPR 40 A LUM 46 DWK RED 39 YEL 36 0 22 SPR P6-1 GRN 41 NEU NEU RLA P2-1 4&7 L 23 PB6-1 YLA EVP LIGHT EVP LIGHT SERVICE CABINET 40 GLA 1-2 3&8 NEU 41 37 47 LUMINAIRE 24 EVP FYA 01 4� 6 DETECTOR SPR LUMINAIRE 3 6 RED DWK PED PB STA 5 25 YEL GRN 2 2 41 WLK PR P2-1 PB2-1 42 LUMINAIRENEU NEU TO PB 4 RED 4&7 6,38-43 42 PB2-1 LUMYEL INAIRE 26 d DETECTOR � 3 GRN 2 3 NEU TO EVP 43 HUB SIGNAL 3-1 C#6 2 2 SERVICE INS. GR. SOP 1 3-1 C#2 INPUT 1-1 C#6 POWER INS. GR. 2 3-1 C#6 SIGNAL e� GR.RD. GRAD. INS. GR. SERVICE i SYS ID #: 40021 3 TE #:6348 IHEREBYCERTIFYTHAT THISPIAN,SPECIFICATION, 01IE10RTWA111EPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) ;� BY -NDER Y RECTS PER ISI dANO THATI ADULYLICE—D BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! I L E T! ST ESDTA, C I T Y O F pgAWN R i«�°WILLMAR, MINNESOTA 56201 I V LG I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n tN�ont�cella CHECKED c�.3s �c M E N K Phone: 320 231-3956El '• ZAC A /'� 7 Email:W .bolton-men-menk.com SIGNAL PLANS (5.6 ru i On/ 9,2023 www.bolton-menk.mm = IEryTPgp,.ryp. 4TH STREET TEMPORARYWZRING DIAGRAM e YELLOW ARROW BI -MODAL RED YEL BACKGROUND SHIELD 1/2" DIMPLE BY POLE MFG"R. LOCKING BOLTS 4-3/4" 7/16" X 2" JAM NUT I GRADES 7/16" MOUNTING O HOLE O GREEN 5-1/2" H� ARROW AND PVC CLOSE - I YELLOW GRN TUBE NIPPLE 4-3/4" DIA. FLASHING ARROW BUSHING m BOLT CIRCLE 1-1/2" 5 SECTION FYA ORING NOM. O CLUSTER HEAD DETAIL m O-RING PVC FLANGE SEAL %WIREWAY a _ \ � MAST ARM -- m _ o z Da, x WHEN MOUNTING 5 1-1/2" HEAVY (4) 15/32" I THREADED SCHEDULE 80 HOLES STAINLESS STEEL PIPE NIPPLE 7/16 m MOUNTING HOLE O O PVC WIREWAY O-RING SEAL a z SECTION CLUSTER I vai x ~ HEAD ASSEMBLIES POLE HUB BY :. O 3'^ USE EXTENDED POLE MFG'R. THREADED POLE ADAPTORS THREADED HUB AND FLANGE POLE ADAPTOR 'EE 5-3/4" �5. = BOLT ON HUB & FLANGE 2-3/4" z THREADED HUB& SIDE VIEW m m z x i z 2 FLANGE POLE ADAPTOR _ �.� _ _ \ ANGLE & STRAIGHT MOUNTCAP O-RING SEAL / TWO BLIND THREADED INSERTS (RIVET NUT) USE 17/32" DRILL BIT FOR HOLES *SEE NOTE NO.3 BELOW APS PUSH BU70N POLE 3/8" X 2" SS BOLT N W MOUN ADA TOR 1" OD X 3/4" ID z �' ACCESSIBLE BUSHING, USE 1" pzi PEDESTRIAN PUSHBUTTON PVC WIREWAY � DRILL FOR HOLE /SIGN 1/2"WASHER UNIT DRILL 25/64" WASHER PEDESTRIAN a' PUSHBUTTON HOLES (2) FOR BLIND THREADED INSERT LOCKING 1/2" DIMPLE (2) 5-3/4" BOLT51/2" (BY POLE MFG'R.) 4-3/4" 1/z^Nur _ / \ _ i TOP VIEW SUPPORTING MEMBER x Z N o in M <'o� ti DRILL 1/2" ANGLE/ N HOLEWIRE FOR 3 1/2" STRAIGHT z PIPE MOUNTCAP zz g iD � 1-1/2" m NOM. ACCESSIBLE O m PEDESTRIAN Q 1-1/2" HEAVY PUSHBUTTON APS PUSHBUTTON SCHEDULE 11 I POLE HUB N UNIT W/SIGN MOUNTING SPACERS STHAIINLESS STEEL I (BY POLE DRILL BOTTOM OF -• ® I MFG'R.) PEDESTRIAN PUSHBUTTON HOLES (3) FOR (3) FO BLINDTHREADED TRANSFORMER BASE _ z_ (4) 1/2" FLANGE.k\\ _ INSERT & SPACERS �• 1p (4) 7/16" X THREADED POLE DRILL 1/2" 1"SLOTTED HOLES (BY POLE HOLE FOR •-:: HOLES (FOR NOTE: ALL THREADED SURFACES TO BE MFG'R.) J WIRE :: '• �•�:� :� SIGNAL MOUNT) COATED WITH ANTI -SEIZE COMPOUND. 3 EXTENDED THREADED POLE ADAPTER m � m NOTES: NOTES: a 1. ALL THREADED SURFACES TO BE COATED WITH ANTI -SEIZE COMPOUND. 1. ALL THREADED SURFACES TO BE COATED WITH ANTI -SEIZE COMPOUND. 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. BOTTOM OF BASE TYPICAL SIGNAL POLE MOUNTING 3. SEE STANDARD PLATE NUMBER 8123 FOR ADDITIONAL SIGNAL POLE DETAILS. 3. BLIND THREADED INSERTS (RIVET NUT) MUST BE INSERTED USING TYPICAL PEDESTAL MOUNTING NOT TO SCALE MANUFACTURERS SPECIFIC INSERTION TOOL. NO OTHER METHOD IS ACCEPTABLE. 4. EXTENDED THREADED POLE ADAPTOR ONLY USED WITH 5 SECTION CLUSTER HEADS. NOT TO SCALE 4. SEE STANDARD PLATE NUMBER 8122 FOR ADDITIONAL PEDESTAL POLE DETAILS. HEREBY CERTIFY THAT PIAN, SPECIFICATION, OR gEPORT WAS PREPARED BY ORUUERS PER DRUPERADULYIICENSEDADULYLICENA, PR FEPR FE IT! ESOTpT! ESOTA. p�y� BOLTON 2040 HIGHWAY I2 EAST WILL40H MINNESOTA ST CITY O F Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET ORpylry :&'TTIfRY Phone: (320) 231-3116 cella cxECRED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT�� e7,39 SIGNAL PLANS & Email: M E N K ZAc A P 6NS[� ru �1.6n9/2023 \• Jn, s EMPRD ryD. .bolton-men-menk.com www.bolton-menk.com POLE MOUNT DETAIL e APS PUSH BUTTON STATION TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION THIS IS A GENERAL DETAIL INTENDED TO SHOW THE REQUIREMENTS OF APS PUSH BUTTON LOCATION. FOR PROJECT ANODIZED ALUMINUM DOME CAP ANCHOR ROD PLACEMENT SPECIFIC INFORMATION REGARDING PEDESTRIAN RAMP LAYOUT AND PUSH BUTTON LOCATIONS, SEETHE PLAN. SILICONE BEAD 7 t 3" REFLECTIVE4.2511" SUPPLEMENTAL GUIDANCE FOR CONSTRUCTING COMPLIANT APS PUSH BUTTONS: +' ACCESSIBLE SHEETING _ N PEDESTRIAN DRILL 25/64" 6" BOLT O THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF CROSSWALK. PUSH BUTTON HOLES (2) CIRCLE UNIT W/SIGN FOR BLIND O A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON, THREADED INSERT ` i ANCHOR WITH A 2 PERCENT MAXIMUM SLOPE IN ALL DIRECTIONS. DRILL 3/4" HOLE RODS O3 BUTTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EDGE OF THE CROSSWALK. PUSH BUTTON FOR WIRES BREAKAWAY O4 BUTTONS SHALL BE BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF 3" REFLECTIVE SHEETING BASE ROADWAY, MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS SHOULD BE 4' MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS. 4" TRADE SIZE DIAMETER ALUMINUM SHAFT W (SCHEDULE 40 ALUMINUM - 48" LENGTH) OS BUTTONS SHALL BE AT LEAST 10 FT APART. a SPUN FINISHED. ANODIC COATING AS PER MIL-A-86250 FOR TYPE II, CLASS I COATING. O6 PROVIDE A MAINTENANCE ACCESS ROUTE (MAR) WHEREVER POSSIBLE FOR SNOW REMOVAL z PURPOSES. A MAR REQUIRES A 6 FT MINIMUM CLEAR DISTANCE BETWEEN A PUSH BUTTON zAND ANY OBSTRUCTIONS, INCLUDING BUILDINGS, V-CURB, ELECTRICAL FOUNDATIONS, g NOMINAL 4" NATIONAL PIPE THREAD (NPT) SIGNAL CABINETS, OR ANOTHER PUSH BUTTON. J AS REQUIRED AT THE END OF THE PIPE. BUTTON SHOULD BE 2 FT MINIMUM FROM RAMP GRADE BREAK AND BACK OF WALK. APS PUSH BUTTON BASE (SEE MNDOTS p APPROVED/QUALIFIED PRODUCTS LIST) N j 1" RIGID PVC CONDUIT WITH END m CABLE TETHER BELL (2"+/- 1/2" PROJECTION) 0 3 BOLT 5/8"(UNC) X 71/2"+/- 1/4" STAINLESS STEEL ROD IN ACCORDANCE WITH MNDOT0 3 SIDEWALK 3 3385.21) RODS AND CHAMFERED C&G LANDING (ROUNDED) EDGE ON BOTH ENDS. D C&G AREA 1 2 1/2" ROUNDED RADIUS GROUND LINE 'e .'.'.'.'.'.'.'.'.'.'.'.' '. .'.'.'..'.' A .O. :D a >",: a o: p: "}z" i`n- - Df •>'• . o 6' WALK �.IN D �••p 1 O 4 .. ,; :;,, .:,'>. '...' •' ' I DRILL4-3/4" HOLES 6" DEEP 6' WALK ;:;+.�`i'':;::;� ;�' • p•p, •° : C .D • p • INSERT FOUR ANCHOR RODS USING TWO PART r----- n ' EPDXY FOUND ON THE MNDOT APL FOR SIGNALS CROSSWALK i O2 • ° ' ° •° COMPACTED AGGREGATE BEDDING 1:2 (V:H) SLOPE '>�''•`''r '' O CROSSWALK L----- I CURB IF NEEDED ] h p, A ] O CONCRETE MIX 18" DIA ETER C p 5 31`52 OR EQUAL ` RIGID PVC CONDUIT SWEEP g P62-1 NOTES: 1" RIGID PVC CONDUIT PLACEMENT AND ORIENTATION OF THE PUSH BUTTON STATION IS CRITICAL. MOUNT THE BUTTON PB4-2 SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A TIGHTENED POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT TO THE SHAFT. TWIN PERPENDICULARS DEPRESSED CORNER Cl (SHOWN) (SHOWN) ORIENT ACCESS OPENING ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON. 20 THIS DETAIL APPLIES TO ALL DESIGNS WHEN THIS DETAIL APPLIES TO ALL DESIGNS WHEN PLUMB THE PUSH BUTTON STATION WITH LEVELING SHIMS IN ACCORDANCE WITH STANDARD PLATE 8129. PUSH BUTTONS ARE AT THE TOP OF A RAMP 90 PUSH BUTTONS ARE AT THE BOTTOM OF A RAMP < INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL. kD USE ZINC PLATED STEEL 1/4 - 20 UNC BLIND THREADED INSERTS SUITABLE FOR MOUNTING ON SURFACE WALL THICKNESS OF .337. APPROVED BLIND INSERTS ARE LISTED ON MNDOT'S APPROVED/QUALITY PRODUCTS LIST WEBSITE FOR TRAFFIC SIGNALS. USE APS 1/4 - 20 STAINLESS STEEL MOUNTING BOLTS. APPLY BRUSH ON ANTI SEIZE COMPOUND TO BOLTS PRIOR TO ASSEMBLY. CONTRACTOR MUST USE OPTION 1 OR 2 WHEN THE APS PUSH BUTTON SIGNAL CONTROL POINTS DISTANCE TO DISTANCE TO APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE IT COMES IN CONTACT WITH THE 4" SHAFT. IS SHOWN AT THE EDGE OF WALK. OPTION USED (OR SELECTED) FRONT OF BACK OF SIGNAL NO. X Y LANDING (FT) LANDING (FT) MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT. PB2 1 A B USE WHITE REFLECTIVE SHEETING AT INTERSECTION CORNERS AND YELLOW REFLECTIVE SHEETING IN CENTER MEDIANS. APPROVED TUBE DELINEATOR SHEETING IS LISTED ON MNDOT'S APPROVED/QUALIFIED PB4-2 - - C D PRODUCTS LIST WEBSITE FOR SIGNING. OPTION 1 OPTION 2 AN 18" X 6" FIBER FORMING TUBE MAY BE USED FOR THE LOWER HALF OF THE FOUNDATION WHEN A - DISTANCE MEASURED FROM THE PUSH BUTTON CONDITIONS DO NOT ALLOW FOR THE 18" X 6" HOLE TO STAND OPEN. TO THE FRONT OF LANDING/TOP OF RAMP PUSH BUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME) WITH THE SIDEWALK. OTHE PROVIDE A 1:2 (V:H) SLOPE GRADE WHERE THE 6" MIN SIDEWALK DEPTH TRANSITIONS TO THE 12" MIN B - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON FOUNDATION DEPTH. MAINTAIN THE COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE TO THE BACK OF LANDING/EDGE OF WALK SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING. PROVIDE 1:2 (V:H) SLOPE GRADING 360 CONCRETE T CONCRETE DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE FOUNDATION IS NOT WALK T WALK C - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK. 12" OUTSIDE EDGE OF DOMES IN THE DIRECTION OF TRAVEL 9' O ENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM 9" FROM THE CENTER LANDING 911 LANDING D - CLEAR DISTANCE FROM THE PUSH BUTTON TO THE BACK OF OF THE PUSH BUTTON FOUNDATION. A 9" LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL OINSTALLTHE MANUFACTURER PROVIDED CABLE TETHER ASSEMBLY IN ACCORDANCE WITH THE 1I2" MANUFACTURER'S INSTALLATION INSTRUCTIONS. NON-WALKABLE NON-WALKABLE SURFACE SURFACE THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR EFFORT WAS PREPARED BY ORUUEBfER151BY ORUSPERAND TRATI ADULYIICENSEDTHATI ADULYLICENSED 1GNED NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET PR FEPR FE IT! STESDTAT! ST ESDTA. i«� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY T V' C1 F pgpylry G V I Phone: (320)231-men t ont�cella cxEpgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT /I e7.4o SIGNAL PLANS 7 Email:W .bolton-men-menk.com �e M E N K ZAC A ru iOn/ 9,2023 Ery PgoL No. www.bolton-menk.mm APS PUSH BUTTON LOCATION DETAIL WIRE COLOR CODE KEY CONDUCTOR COLOR CODE Red O FROM TO DEVICE Blue WH White BLK Black SIGNAL CABINET TO DEVICE CL SIGNAL 1/C 6 EGC AS SHOWN R RED/RLA Red with Black Stripe SERVICE ON PLAN O YEL/YLA 4 AND 5 R WH/R 6/C 14 WH GRN/GLA SECTION SOP 3-1/C2 WH SIGNAL CABLE BLK R NEU SIGNAL BLK SERVICE CC YLA/FYA HEADS FO FIBER OPTIC BLK GLA SPARE WIRE TO POLE NUMB. SPARE1 BLK ELYZ • ENFORC. LIGHT POLE & DIRECTION ENFORCEMENT LIGHT PTZ1 SIGNAL 3-1/C6 1 WH SIGNAL IC INTERCONNECT CABLE INTERCONNECT SERVICE I G CABINET R X = SIGNAL SYSTEM PHASE NUMBER; REFER TO THE PLAN Y = SIGNAL SYSTEM ASSIGNED COMPONENT NUMBER; REFER TO THE PLAN Z , = DIRECTION FURNISH AND INSTALL LABELS ON CABLES WITH ABBREVIATIONS SHOWN ON THIS TABLE AND IN ACCORDANCE WITH THE WIRING DIAGRAM. SIGNAL (6SM) SIGNAL 4/C 14 BLK R RED/DWK YEL/WLK 35ECTION HEAD CABINET CABLE' CABINET BLK CABLE WH GRN/SPR FED HEADS NEU SIGNAL CABINET TO DEVICE R RED 6PR 19 AS SHOWN 4/C 14 BLK R YEL ON PLAN BLK CABLE WH GRIN SEC L COAXIA5 ASS OWN NEU (CLUSTER CABLE ON PLAN R FYA HEADS R 4/C 14 BLK R YLA ONLY) 4/C 18 BLK AS SHOWN CABLE WH GLA CABLE H ON PLAN NEU 2/C 14 BLK AS SHOW N BLK EVP LIGHT/AWF WH OR CUR CABLE ON PLAN 3/C 14 G LUMINAIRE CABLE I WH VIDEO CAMERA R OR O ENFORCEMENT LIGHT 3/C 20 1 WH OR YEL AS SHOWN CABLE I BLK OR BL ON PLAN CATS AS SHOWN ON PLAN NOTES: ARRANGE AND TERMINATE CONDUCTORS AND CABLES AS SHOWN WITHOUT SPLICE. NUMBER ONLY MEANS AWG CONDUCTOR SIZE (e.g. 14=14AWG) 1/C MEANS AN INDIVIDUAL CONDUCTOR NOT PART OF A CABLE ASSEMBLY WIRE COLOR CODE KEY R Red O Orange BL Blue WH White BLK Black BRN Brown CL Clear G Green R/BLK Red with Black Stripe O/BLK Orange with Black Stripe BL/BLK Blue with Black Stripe WH/BLK White with Black Stripe WH/R White with Red Stripe BLK/WH Black with White Stripe BLK/R Black with Red Stripe CONDUCTOR AND CABLE SPECIFICATION CHART NUMBER OF CONDUCTORS & AWG SIZE TYPE Specification Number 1/C 2 INDIVIDUAL SERVICE CONDUCTORS 3815.26.1 1/C 6 FEEDER AND BRANCH CONDUCTORS 3815.26.1 1/C 6 INS.GR. Grounding Conductors 3815.28.5 2/C 14 Loop Detector Lead -In Cable 3815.2C.4 3/C 14 Signal Control Cable 3815.2C.3 4/C 14 Signal Control Cable 3815.2C.3 6/C 14 Signal Control Cable 3815.2C.3 12/C 14 Signal Control Cable 3815.2C.3 6PR 19 Telephone Cables Outdoor 3815.2C.6.b 3/C 20 EVP Detector Cable 3815.2C.5 I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfqRE-fTIR'0IANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY ❑ F MNN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT /I I �e M E N K phone: r@bolt31-men N�ontlC�lla cxecPED 07,41 zqC A f Email:W .Ijolton-men-menk.com SIGNAL PLANS - .11 NO c 7 rub iOn/ 9,2023 � www.bolton-menk.com EMPRD NO,COLOR CODE CHART DETAIL CABLE LABELING ABBREVIATIONS ABBREVIATION LABEL REFERENCE DSISCRIPTION & EXAMPLE COMPONENT X -Y INDICATION NUMBER 2-1 SIGNAL HEAD X -Y LOOP NUMBER D2-1 DETECTOR X -Y PUSH BUTTON NUMBER PB2-1 PUSH BUTTON X -Y PED INDICATION NUMBER P2-1 PED INDICATION X -Y LUMINAIRE NUMBER L1 LUMINAIRE X -Y EVP PHASE NUMBER EVP 2+5 EVP DETECTOR X -Y EVP LIGHT PHASE NUMBER EVPL 2+5 EVP CON. LIGHT X -Y VIDEO DETECTION PHASE V24 VIDEO DETECTION X -Y RADAR DETECTION PHASE RD2-1 RADAR DETECTION SS SIGNAL SERVICE SERVICE WIRE CC CABINET COMMS COMMS CABLE FO FIBER OPTIC FIBER CABLE SPARE Y SPARE WIRE TO POLE NUMB. SPARE1 SPARE WIRE ELYZ • ENFORC. LIGHT POLE & DIRECTION ENFORCEMENT LIGHT PTZ1 PTZ CAMERA POLE NUMBER PTZ1 PTZ CAMERA IC INTERCONNECT CABLE INTERCONNECT EGC EQUIPMENT GROUNDING CONDUCTOR GROUND X = SIGNAL SYSTEM PHASE NUMBER; REFER TO THE PLAN Y = SIGNAL SYSTEM ASSIGNED COMPONENT NUMBER; REFER TO THE PLAN Z , = DIRECTION FURNISH AND INSTALL LABELS ON CABLES WITH ABBREVIATIONS SHOWN ON THIS TABLE AND IN ACCORDANCE WITH THE WIRING DIAGRAM. I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfqRE-fTIR'0IANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY ❑ F MNN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT /I I �e M E N K phone: r@bolt31-men N�ontlC�lla cxecPED 07,41 zqC A f Email:W .Ijolton-men-menk.com SIGNAL PLANS - .11 NO c 7 rub iOn/ 9,2023 � www.bolton-menk.com EMPRD NO,COLOR CODE CHART DETAIL 3" CONDUITS. PLACE TOWARD THE BACK OF THE CABINET. NOT SHOWN ON FRONT VIEW DETAIL. 14 E 3' SIGNAL CABINET REAR DOOR (TYP) 350 ATC I II 1�::__ CABINET3" CONDUIT STUB OUT CAP BOTH ENDS 8„11.5'1" PVC DRAIN PIPE WITH_— TERMINATION VENTS_1%"CONDUIT STUB 2..� OUT,CAPPED (PHONE LINE/FIBER) SIGNAL CABINET\ \ FRONT DOOR (TYP) 3- 2" CONDUIT STUB OUT CAP BOTH ENDS 2" CONDUITAND SIGNAL SERVICE CONDUCTORS TO SOP SIGNAL SERVICE REAR DOOR CABINET (TYPE SSB) 1" PVC CONDUIT 6j2" 6 AWG GREEN INSULATED y (48V DC) gx STRANDED GROUNDING CONDUCTOR GR- - 0 —------------ = 0 _2" COMMS GR.RD. FRONT DOOR y 2" CONDUIT STUB OUT CAP BOTH ENDS 2" CONDUIT AND LUMINAIRE CABLES TO HANDHOLE. SEE INTERSECTION LAYOUT. NOTES: PLAN VIEW 02 SEE INTERSECTION LAYOUT FOR CABLE INFORMATION. FOR THE EQUIPMENT PAD, USE CONCRETE MIX 3G52 WITH APPROVED MACRO NON-METALLIC FIBERS FOR REINFORCEMENT. THESE ARE LISTED ON MnDOT'S APL UNDER CONCRETE "NONMETALLIC FIBERS (BRIDGE APPLICATIONS)." ADD FIBERS TO THE CONCRETE MIX IN ACCORDANCE WITH THE NON-METALLIC FIBERS MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS. FOR CONCRETE WALK, USE CONCRETE MIX 3G52. 3G52 CONCRETE MIX WITH NON-METALLIC FIBERS MAY BE USED FOR THE CONCRETE WALK AND POLE FOUNDATIONS. DO NOT USE NON-METALLIC FIBERS AS A SUBSTITUTE FOR THE REQUIRED REINFORCEMENT IN ACCORDANCE WITH THE POLE FOUNDATION STANDARD PLATES. IF THE SITE CONDITIONS REQUIRE THE PAD TO BE PLACED ON A SLOPE, INCREASE THE THICKNESS OF THE PAD BY 6". SHAPE THE TERRAIN AROUND THE PAD FOR PROPER DRAINAGE. 3" MINIMUM CLEAR REQUIRED BETWEEN THE TOP AND BOTTOM SURFACES OF THE PAD AND THE OUTSIDE OF THE CONDUIT. ENSURE THE CONDUITS FULLY ENCASED IN CONCRETE FROM ONE CABINET TO THE OTHER ARE PLACED AT THE CORRECT DEPTH AND LOCATION TO AVOID INTERFERENCE WITH THE INSTALLATION OF THE ANCHOR RODS. Ql PLACE A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE GROUNDING ELECTRODE SYSTEM DETAIL ON STANDARD PLATE 8106 SHEET 3 EXCEPT FURNISH AND INSTALL 10' GROUND ROD ELECTRODES, 6 AWG GREEN INSULATED COPPER CONDUCTOR, AND EXOTHERMIC WELDED CONNECTIONS. IF A MnDOT TRAFFIC SIGNAL SYSTEM HAND HOLE IS LOCATED AT LEAST V APART AND NO MORE THAN 10' APART FROM THE GROUND ROD LOCATED IN THE EQUIPMENT PAD, THE SUPPLEMENTAL GROUND ROD MAY BE PLACED IN THAT HANDHOLE. USE A 12' GROUND ROD IN THE HAND HOLE INSTEAD OF A 10' GROUND ROD AND PULL A GREEN INSULATED 6 AWG CONDUCTOR IN THE CONDUIT GOING TO THAT HAND HOLE. IF THE REQUIRED TRAFFIC SIGNAL POLE HANDHOLE GROUND ROD IS LOCATED WITHIN THE SPECIFIED DISTANCE MENTIONED, BOND THE GREEN INSULATED 6 AWG CONDUCTOR TO THAT GROUND ROD. Q2 CONDUIT SIZE, QUANTITY, AND DIRECTION MAY VARY. FURNISH AND INSTALL CONDUITS AS SPECIFIED ON THE INTERSECTION LAYOUT PLAN SHEET. ENSURE CONDUITS ARE NOT PLACED DIRECTLY UNDER ANCHOR ROD LOCATIONS. Q3 USE TEMPLATES WITH THE DIMENSIONS SHOWN INCLUDING OPENINGS, DIVIDERS, AND ANCHOR ROD HOLES AS A GUIDE TO ENSURE PROPER PLACEMENT OF THE CABINETS, CONDUITS, AND ANCHOR RODS. 350 BASE OPENINGS FOR TEMPLATE ARE SMALLER THAN THE ACTUAL BASE OPENINGS. ® SET ANCHOR RODS IN THE CONCRETE PAD WITH A 2" TO 2Y.." PROJECTION ABOVE THE PAD. FURNISH AND INSTALL ANCHOR RODS SHOWN ON THE ANCHOR ROD DETAIL IF WET -CASTING ANCHORS IN CONCRETE. FURNISH AND INSTALL ANCHOR RODS SHOWN ON THE ANCHOR ROD DETAIL IF USING AN ADHESIVE ANCHORING SYSTEM. WHEN USING THE ADHESIVE, FULLY INSERT THE W 0 X 8" LONG ANCHOR RODS INTO 6" DEEP DRILLED HOLES IN THE PAD AT THE LOCATIONS SHOWN ON THE ANCHOR ROD LOCATION DETAIL. DRILL THE HOLES TO THE DIAMETER SIZE SHOWN IN THE ADHESIVE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS FOR WO RODS. FOLLOW THE ADHESIVE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS INCLUDING CURE TIME AND GEL TIME BASED ON CONCRETE TEMPERATURE. USE AN APPROVED ADHESIVE ANCHORING SYSTEM LISTED ON MnDOT'S APL UNDER SIGNALS/PEDESTRIAN PUSHBUTTONS AND MOUNTING HARDWARE. Q FURNISH AND INSTALL A DRAIN IN THE PAD USING 1" SCHEDULE 40 PVC PIPE. PLACE PVC TERMINATION VENT SCREEN DESIGNED FOR PVC PIPE AT EACH END OF THE PIPE. PROVIDE PVC TERMINATION VENTS WITH A STAINLESS STEEL SCREEN. ENSURE THE TERMINATION VENT SCREEN AND PIPE ARE FLUSH WITH THE TOP AND SIDE OF THE PAD AND PROTECT FROM CONCRETE INTRUSION BEFORE CONCRETE PLACEMENT OPERATIONS. 14W 18'%" 14W 108" — o ----------- I I o I 1 I o --------- I 1 I o— I I 14" CABINET DIVIDER GALVANIZED NUT ---- 0 10" 40%" 15%" 32%" 9%" CONCRETE PAD ANCHOR ROD LOCATIONS 2"-3" CONDUIT PROJECTION (TYP) \ 8" 9' 1" PVC PIPE WITH TERMINATION VENTS 5Q ® 4" THREAD LENGTH 14" CABINET DIVIDER GALVANIZED NUT ---- 0 AND 2" O.D. WASHER W DIAMETER 8" FULL 20" LENGTH GALVANIZED 14" 2..f%" 350 ATC11.5" SSB CABINET CABINET 8" WET CAST ANCHOR ROD DETAIL SPEC. 3385 TYPE A OR TYPE B 11 III I )J III III I II II 111 I I II IGROUND LINE -+/ i it II �`-----I III 111 1 J II I II ISI I CONCRETE I II ��—_—_=--_I�ul_1 4�/J 11111 �`—PAD — J H1J Irt_i 12" MAXIMUM 11 II I I 1 1 1 1 1 1 _IL-_ Z�_ 6"COMPACTED LAYER OF GRANULAR SUBBASE IN ACCORDANCE WITH SPEC. 3149 h" DIAMETER X 10' LONG GROUND ROD FRONT VIEW20 3U" 27" 25" 18" 16" 3" CHAMFERED END GALVANIZED NUT AND 2" O.D. WASHER 8" %" DIAMETER ADHESIVE ANCHORING SYSTEM ROD DETAIL SPEC. 3385 TYPE A OR TYPE B 0 o On On \ io m m SSB CABINET BASE TEMPLATE 03 26" 22W 3W 0" 1"X2" SLOT (TYP) 26" 22" 4" 0" 350 ATC CABINET BASE TEMPLATE 3' 4' 3' (3. X 9') (3. X 9') 9.. 9.. SSB CABINET STEP4Y.." MINIMUM PREFORMED 5" MAXIMUM JOINT FILLER PREFORMED GROUND LINE JOINT FILLER 4" CONCRETE WALK 12" CONCRETE PAD 4" CONCRETE WALK 6"COMPACTED LAYER OF GRANULAR SIDE VIEW SUBBASE IN ACCORDANCE WITH SPEC. 3149 0 I HEREBY CERTIFY THATTHIS PLAN,SPECIFICATION, OR WORT WAS PREPARED .vnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfq­f�fflANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STEso., CITY dF AWN i«�°WILLMAR, MINNESOTA 56201G I V I DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe.rn M E N K Phone: (320)231-3956 N�antlC�lla CHECKED e7.42 uA11 NC" A 1J92is� I U" �lbt/19/zoz3 � Email: .Ijolton-men-menk.com ENTPRD NO, SIGNAL PLANS www.bolton-menk.com CABINET DETAIL --- — 1"x2" SLOT (TYP) I I CABINET DIVIDER — ---- 0 0 o On On \ io m m SSB CABINET BASE TEMPLATE 03 26" 22W 3W 0" 1"X2" SLOT (TYP) 26" 22" 4" 0" 350 ATC CABINET BASE TEMPLATE 3' 4' 3' (3. X 9') (3. X 9') 9.. 9.. SSB CABINET STEP4Y.." MINIMUM PREFORMED 5" MAXIMUM JOINT FILLER PREFORMED GROUND LINE JOINT FILLER 4" CONCRETE WALK 12" CONCRETE PAD 4" CONCRETE WALK 6"COMPACTED LAYER OF GRANULAR SIDE VIEW SUBBASE IN ACCORDANCE WITH SPEC. 3149 0 I HEREBY CERTIFY THATTHIS PLAN,SPECIFICATION, OR WORT WAS PREPARED .vnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfq­f�fflANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STEso., CITY dF AWN i«�°WILLMAR, MINNESOTA 56201G I V I DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe.rn M E N K Phone: (320)231-3956 N�antlC�lla CHECKED e7.42 uA11 NC" A 1J92is� I U" �lbt/19/zoz3 � Email: .Ijolton-men-menk.com ENTPRD NO, SIGNAL PLANS www.bolton-menk.com CABINET DETAIL NUMBER.. PHASE _ L - - 3 G 8- �' 2 & 5 ;#� 'iT ln1T`� HH 30 �-_ SALVA wig SALVAGE' - e-1. 8•2 h_ =-► O1 TYPE PA90-A-40-D30-9 (DAVIT AT 350 DEG) -ANGLE MOUNT SIGNAL OVERHEAD AT 18' AREM _ _-:- - COM CABLE-= - i B"Aulaw AREMOVE = 4 4ft*4 ?" - a 2 -3/C014 -?/[IIIA( -' - - CONDUIT ------ COAX)AL. CABLE 00 PQL,)r, FOUND 01L NDTAiws -ft a 1 -ANGLE MOUNT SIGNAL AT 90 DEG RENO -- i C �l1iI 1111OL - P 3 Lw "' 1 -ANGLE MOUNT C.D. PED IND AT 90 DEG -- ' - * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY Jai �i1- -W19,wm wm; &1� LIGHT PHASES 3 & 8 E�.S�CET � _ LED LUMINAIRE ) REMOVE � 1 e G ,: __�„ -.: 1 -VIDEO CAMERA MOUNTED ON6 EXTENSION ; I ¢ C M x x ' or T1i P ifOR THE T�w�� .- 2 -SIGN D-1 & D-3 '- '- Ott U �t Q�� 4 F , P8 , . - sr '$r_1._ ;I''' , 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 3-1 _ ;�' L1C�{-'SPMAi ti ASALVAGE I CONTRACTOR TO SALVAGE RADIO FROM PERMANENT SIGNAL, INSTALL ON TEMPORARY SIGNAL, AND RE -INSTALL ON PERMANENT SIGNAL AFTER TEMPORARY SIGNAL IS NO LONGER NEEDED SALVAGE SIGNAL AND CONTROLLER COMPONENTS TO MNDOT. I Y( I 1 4 VID OFT NUMBER.. PHASE _ L - - 3 G 8- �' 2 & 5 ;#� 'iT ln1T`� HH 30 �-_ _ . POWE wig SALVAGE' - INCtualm X.Mm-W 11*W, i • 3 f2/CN f. AREMOVE _ �' � y� z � PA 90 POLE FOUNDATION � � � � d. S. PAVEMENT MkR 4Nje L _ .' -11 ` 1 -ANGLE MOUNT AT 180 -'� r y, 1/2111 I Sg1E' 1 i;;.. �I 760905 _i M 6, CONSTRUCTION(F �,. p�,E8I3 qAM �.__? DEG 2.•4lt ttL;.�. ;.-; � Ft PLAN AND AR IE NQ' (a+4� � 5i1'�fXJi 1 -APS PUSH BUTTON AND SIG 1-3/C2141tww I N:. J - 2'-5)G1V 'D 4 & 6,61 T TH15.� PECIFIE3c� ''IL,I� (RTARROW PB6-1) 2'2/0#14 `, l 'di -I-S)GN.R10 X12 MDUN¢;t, .__-, �f S - 3 3" CONDUIT TO HH 2: 4.1 3/[214 HEAD 5-Y rH.EifAGLOCAr10N5 WiLL;�E"DETER[_ 1IEl�+„1 +�t:t'3/CiQO I S( i3 CONDUIT TA;,iPtk5 NI�ITON STATIOIP UNDER' TRE ROADWAY$ MAY REQUIRE BOR�js 4 ' jj-4/Cul y. I 3.12/CU1a PEDESTRIaN PUSN;BIl'F'fiH7B.AlL- NEW`CONOUIiSHALL BE PVC - `CtlC;pl`�E';BD? � WK11 $-g," �- /C#14 ,-1IC26 k iUN LLT ARROW P88'1;" -kl2'4/Czt74.. DU1T 1NT0 HH 6s 2-12/C #14Ilr3/C #14 (LUN) )-3/_ul 1-3/Cz1d (LISA'ExJSTiNG. POLE 1-2lC?tl4 A,REMOVE 80 AND SHALL CARRY I/C2(: GREEN 1N TEp'.GROLN01141 ► £Rl1111-3/C#14 1-CAylDII _AS SHOWN 1N THE FLAN, X400 CAMERA EXTENSION ' PED PUSH BUTTON STATIDN • 1 3i'Cat20 1-V10EO CAMERA _ 'cTRI P H BUTTONT9. ITEMS DENOTED. WITH AN. *. ARI;,:16a'. i'N PA,Y)4M fog z i -3/C#202H"..1-4/Carla LUMINAIRE: EXTENSION. 0.2) EVP SYSTEM; PAY ITEM_ .. -., �rCJf AY�ICA� 1 APS PEDESTRIAN US. __ ,1-4 C#18 (' -. t '., ��'-1 �.. - 1-t/c" INS. C.Tii 0 / REM9yyE______- _-,__,FSI: POWER SUPPLY' AND SIGN IRT ARPOW P6. 10. CONTRACTOR'S SHALL. SALVAGE AND tN$TAtL ERp1A; TEMPORART� Y1NAL._CAB(NE'd 1-1/C #S INS GR AREMOVE __ i - 1" CONGU T RE INTO: HH 6t; �� J I_-1,. CdMERAi WIRELESS,INTERCQw_ CT_ 4�. r - o j �; �.K- - --- �, 3(0214' (CAMERA REMOVE .». 1-210214 ALL HARDWARE THE CONOUI' 6 IL CONTRA[ OR SHANOCOIL.EXISTING!ORPR 19INO HANDHOLEI,41:. 4-12/Cttl-4, ^"... w _ _ - • j_, COND2a..(COM GAB' 12.CONTRACTOR SHALL INSTALL LOCATOR BALLS. K EACH HAND" �; AREMOVE 3-4/Cu14 �2" CON0U1; 1 3/C#14 tLUM} 1 -COAXIAL CABLE ^1. 51 --A,. U Al. l`Dltl i1ND' BA$E x• 3-Lcai4 B u —N _.. - — dlcoNoutr srue ou 4t It .E kUNB ( - AREMOVE _-' �� 1 '- _ 15EEDETAIU _ TYPE B _ 16 .- a l 3/C2?U HN 2, Mc II 14 q;�1 EOUIPMLNT FAV IMPLACEJ 1-C.O. PED .IND. - �1-4/0218 - �� I, fI°- - -..__ ` T`1t16i BRAIDED GRJUryD!' SERVICE CA@..,- - ASALVAGE 1 -APS PUSH BUT - _ _, .. C GE D111 P,88-2>= 1-i/CU1 ](CAMERA: 114 (CAMERA i.. 2 A' ` �� J2 1NS.mR (FROAT,' )�i �, . CONTR LLER CAB( 2-4" CONDU3 :O. HN Yt. 2-41" :CONDUIT' td �4W13tJ1 'iT ln1T`� HH 30 �-_ _ . POWE wig SALVAGE' - e-1. 8•2 h_ =-► HT MDUNT. SiGNAL OVERHEAD, r 2-3/C#Ifr 4REMOVE.. 22.41 34' 6 IZI�IJha AREM _ _-:- - COM CABLE-= - i B"Aulaw AREMOVE = 4 4ft*4 ?" - a 2 -3/C014 -?/[IIIA( -' - - CONDUIT ------ COAX)AL. CABLE 11 ,,. =- =- 2" CQ�' if , � k AHvwr dBIl 1;, SERVICET _ -.-. AI00 POLE:FOUNOAIION: ETP 9 (DAY1T'-#4T'.35D DEG *2 3/Cu20 3ju 3/C#1`41 r` A �/ (BROAI_)WA r _�R, M��y"p � 11 Z i tl! PA100-A.45-D30 J #70UNT SJGNAL OVLRl�A1 1►T' 0' 4 7/Csil4 �=3/Cu21 2r4/C#18 x -4/C R - �J�i NIJJH)._ _ N PUSHBUTTON STATION -_._ - -- 1GMT,, MOUNT SIGNAL QVMAIY AT IY& 24;" d A 180 BEG AND T SIGNALS 410I -.T.S IN 7C 1 it6 S 4iR. r �r 1 26' E� 1 -APS PEDESTRIAN PUSH BUTTON i � _ r� � ..� -= = l2`.� �' _.._ 'J� .ND G 1 C.. D. PED 3N@ �AI'1' 90 AND 1 Be DEir 1 iSPRtUZA ICDMI CAB(,E.J F COA%1 3 C(N11ili�, CONTRACTOR SHALL SALVAGE _ _ _ I2; LTL _ - T I - - - _ -- -- Y ATi�IEQNl5NR ATDIRI -- _ -' -'_ - 18 CtOiN _ _ A IE ill - AND USE EXISTING POLE 2 IF WAITING ON NEW POLE 2 - -- -_ _-._, W U - - l S/8 _ -- --- -- AREMOVE 4; D'CAMERA (MOUNT£. N6'EXTENS _ ; - 2 6 FOR- T14 = l 111i _ ^... "'- 6 (_1 DELIVERY - - - 6 3 .E ;711 350 DELI` - 2-:-3/C2tQ;,` L) - - as l{R, i SAT( 7S J,CN kl&)(12-MOUNTED ADJACENT TO NEAt7 T-] oNDu1 i TO 1S H T, -_. _ _ x-J�_ - h f e-1. 8•2 h_ =-► HT MDUNT. SiGNAL OVERHEAD, r 2-3/C#Ifr 4REMOVE.. 22.41 34' Att. SIGNAL INDICATIONS SHAD , a" SIGNAL HEADS; SHALL BE BLAM RbLYCARBONATkXI1Y1TH BACKGROUND-3fli 'A _ OA l) W' - B"Aulaw AREMOVE = -- `GIT IPHASES 1'& Til.` _ 1 30 MI err --i 2" CQ�' if , � k AHvwr dBIl 1;, SERVICET _ 6.12/0 -.; e, 2" CONdUi'1;� ,b - _ 2-3/Cti1411t i -_ - 3-1/0 22 4-2/Cttl4 SERVICE CAQjWr 79 ON Is:' *2-3/C#14 2. CONDUIT' '� 4i2 -3/C=20 AREMOVE i /i p 4-1 � 2-3/Cala ILLM� SERVICE CMW- TQ H CON A tGNTROLI HA�SiI 11�D1LAT7b>f� A�fO PUSH BU'���5 ,PDt;1 N r GSAf{ 751 N (6.SAH 75 I n_ � �1 N P54 (alt ti N (92Y PEDESTRIAN PUSH BUTT $EIA_ LOCATED AS $HOWI0 - '24/Ctt:B T- 4" CONDOM 10d POLE- FAM A'IIEIJtI Tal/Cr14 1N3p? 6 12/Ctt S PAIOO'. A. �9 IDAV1' 4-4/C#t41 _ ^... "'- 6 (_1 6 3 .E ;711 350 DELI` - 2-:-3/C2tQ;,` - - rP " 4" CONDUIT 4 1,4''-2( 4-3 ' MOUNT SIGNAL 'OVERHEADAT 01' 3-2/Ertl- _ x-J�_ - h f e-1. 8•2 h_ =-► HT MDUNT. SiGNAL OVERHEAD, r 2-3/C#Ifr 4REMOVE.. 22.41 34' Att. SIGNAL INDICATIONS SHAD , a" SIGNAL HEADS; SHALL BE BLAM RbLYCARBONATkXI1Y1TH BACKGROUND-3fli 'A _ 4( 2-3/Ctt20 ' 'I INT SiGNALS AT 90 AND 180 DEG 4-.4/Cttl8 T PEO AND !80, DEGI - C. D IND AT 90 y,1/Cu6 INS GR QNE" WAYtVP DETECTOR AND' CONFIRMATORY -- `GIT IPHASES 1'& Til.` a LUMINAIRER AREMOVE C - DEO CAMERA (MOUNTED ON'..W EXTENS ON1 ;SIGN D-4 k 075 AREMOVE ISJGN RIO -X12 MOUNTED, ADJACENT TO HEAD_ 1-2' PED PUSHBUTTON STATION '.•ONDUITTO HHBf --7210#1,4' 1 -APS PEDESTRIAN PUSH BUTTON i AND SIGN (RT ARROW, P86r2( 2-4'102(4 1" CONDUIT INTO, 1310214 414.UI I -2/C214 x1-3/0214 x I- 3/C 2201 PED PUSH BUTTON<, 1-4/CulB I APS PEDESTRIAN P1151i bUTTdM Li. Ay FIlU26 IN:GR1 AND SIGN (LT ARROW'Ps4.11 a, , Y• CONDUIT' INTO HN, 8: AREMOVE 1*,2/C#14; D NAL SYSTEM OPERATION EMOVE IRE MAL SYSTEM FLASH MODE IS ALL RED., kn AT 10N 1$�- M R. ,44� 5 { I fLA5H1S$�- � I« ! '1 ilN VEH'l`i i�Al4 :i..x I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED PR 'UNDECT T' I51 dAND ITT A SOTAD UpER R ZACR. A pf�50f s y'uDQ QI On/ 9,2023 11 1? G II1Lj� YLA- FYA GLA YRA GRA -� - - rP " 4" CONDUIT 4 1,4''-2( 4-3 3 12/Cala, ADISCONNLV� AND PULL 2 4/Cala WIRE BACVROM 3/C214 YLUi/7t CABINET 2 2/C214 AND COIL IN HH 7 x T -3/C#14. x1-310220: 1-4/0238 -1/0#81 INS', GRi _I 40 rr. 11 SE # A A ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE SaIGNAL FACE MART' ^� 1? G II1Lj� YLA- FYA GLA YRA GRA -� I,— 3�- 4 1,4''-2( 4-3 x-J�_ - h f e-1. 8•2 h_ =-► B-3 Att. SIGNAL INDICATIONS SHAD , a" SIGNAL HEADS; SHALL BE BLAM RbLYCARBONATkXI1Y1TH BACKGROUND-3fli 'A _ --,,; Tr4L Highway 25 at CSAH 75, TI�7r 0 E Wxu__ 1111 w 't INTrRSCTIQ l b f-nWection Improvements TRAFFIC, qty of Monticello, Minnesota=� 222$0 2040 H IG=EAST 01 NCITU❑F �,A_E WLLM,OTA30LTON maPhone: '120)t31-3956 o tce Jil: r@bolton-menk.com& MENK No. www.bolton-menkxom J ?9,I. L T1&,Q.?A SHEET'. 68 T= SYSTEM -A"T425 & [SAH' 75 OF ROC SIGNAL SYSTEM 82 i 25). S.P. 222-010-003, SHEETS N.10c D nna_azc._rtso MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS BROADWAY STREET W (CSAH 7S) REMOVALS a T SHEET C7.43 N NES -REW CO fvTOVEJ AREMOVE 1�z .`�"1 23; o mom,EAS x N REMOVE - LLED EIAQA� f1�A, im tfIAS�NE i T uAlum - LIVW - - - s t i1°t a r . }' 2 AC'S '• T , %._. 1831 � 1 ' PRI - . PA S _ - SPR RED I - as �H I REMOVE - 2-1FVA ' , ( b ....: .132 SB SPR ri oNEU .-= P8 "P, 8-I -- SPR h� NPR Fra SPR: ► -- 4 IO SPR RED — NELf t I Neu; � 6 ---I 13Lp GRA1-wa"A 3 8 8 EVP-GRA° YLA, - ( NEt} GEL' - I EVP LIGHT Y DETEC70R J--- DWK S YA=PR t_- - ) W4KNEU Fi SP2 �, I I 7 IG'RlIi Iw 11 - t :. _ REO - a.felt1, _I 1 _ Y ]4 .. -_- GRN I i• ILM*. a7 * 3t N U Ho- - wo I. k is r T Y ° -. AREM VE - T`r _ _ r mum I-* a AREMOVE AREM VE - _- azg 31 9 ltE51 p AREMOVE AREMOVErDE�ECIOR 'ii J V�� _ SERVi'fvR��, '` (, I__ . CAMERA - s If I s - Y IA it*Pri 1 —-COAXIAL CAB_tti. _> a ` t { -' - MERA CDMCABLE$ SPRVIDEO: 1, AREMOVE LEOtQ* NEU = S 6 1 DET HHl5:. �K_ u I �----- P138-2 - PB8:E1 T� S�AZF7 ! `� 16 77 R LED LUMINAIRE, I AREMOVE IMS: CFS LEG LUMINAIRE; I a M N IIfI CA„£{iA NEU 1 HH IE SESIGNAL RVICE -115i. _. __... - -.. -- -- 2. _'-S/G�6 ;SER"ICO PI V $ ♦ALL SIGNAL COMPONENTS ARE R �►' , Yt� NOTED WITH A BOX AND ISE SOP' j POW --- _- _ m- TRIANGLE S13 _.. _ .Ire T. gY •m. e•wTK, /Er-arLSLea- _ _--. __ _ _- `n msmrY w.TsaTu nwaa .aic¢ ... mTrx~a�im' jCELLO, 1� r"k �_- - -. - - -- ---- -. !�9an-Derv. Dal. t .•a o +e Ln a ,r�� � I CITY Your . �$YSTEM "A TH 25! 4fVTrunk'Highway 25�CSAH 75c���'��"� ��n Intersection Improirrients _ROL SIGNAL S. snLlama -..". Oc{m pIN1AS1 City (A,__Monticello',Ms.?�:6`a�z-52'z(b`JH 25)s._S=..Po. Ezs2-2s-7G�1 -opsnnesota zzo. _ — - o IHER"YCERTIFYTHATTHISPIAN,SPECIFICATION, OR REPORT WAS PREPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) B ORUNDER Y RECTIPER ISI dANO THATI ADULYLICENSED 2040 HIGHWAY I2 EAST SHEET " PR FE 1 1 L E1�� �R TI �q J�ITA�EsoTA. CITY d F Awx I V L �7�i I V I O LTO N wILLMAR, MINNESOTA 56201 a Phone: (320)231-3956 fn �j 7( �� /j DR DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT W znc A /'� �e M E N K Email: Willmar@bolton-menk.com011�14L. NECKED SIGNAL PLANS 07.44 rub 11.6n9/2023 www.bolton-menk.mm CLIENT PRDI. No. BROADWAY STREET W CSAH 75 REMOVALS WIRING DIAGRAM AREMOVE CABINET CONTROLLER ® 4 LED LUMINAIRE T-1 4-3 LED LUMINAIRE 6-3 1 1 6 T Q 5 F LUM LU AREMOVE 3 0 39 P86-2 29 RLA YLA GLA RLA 7-1 NEU RLA SPR GLA FYA 39 1-1 SNEUPR FYA 30 SPR NEU 80 2 4-1 SPR RED YEL NEU 4-3 GRN RED NEU 6-3 YEL GRN RLA NEU YLA 0 31 32 a 0 40 4 GLA RLA 1-3 NEU ' SPR YLA GLA FYA 40 —�- 1-2 NEU SPR SPR NEU FYA 31 SPR NEU RED 4-2 GYEL RN P4-1 P6-2 P4-2 P2-1 r RED NEU 33 34 4 43 I YEL 6-2 lL GRN ---•-• NEU 4-2 REL ED TO SERVICE CABINET GRN BLIGHT RLA SPR EVP DETECTOR EVP LIGHT x x DETECTOR YLA GLA SPR 41 Ld x x 35 36 ro EVP 44 45 TO EVP 3-2 NEU SPR NEU Ici HUB HUB SPR SPR HH 1 FYA 32 SPR VIDEO 4 1NS.GR. VIDEO 3 INS.GR. 81 SPR SPR 29-48.81 AREMOVE 81 „-_ ... NEU RED NEU APS PED i0 37 REMOVE---To--#46 YEL DWK .ETECT- STATION DETECTOR m _ _ 6-1� GRN NEU P4-2 SPR 42 PBS-2 AREM VE 29 TO PB m a APS PED _. NEU „�, n STATION DWK 0 PB2-I P4-1 WLK33 SPR NEU rI DWK P2-1 WLK 43 SPR N 47 rD PB L ARENEU OVE DWK x HH 8 HH I1 P6-2 WLK 34 EVP LIGHT 4 & 7 44SPR EO.G Bl 5, 39-48, BI 81 47 NEU NEU 5, 6. 29-48. 81 .6. 30-48, 81 El-5 x EVP LIGHT 1 & 6 4 & 7 x 45 — 48 APS PED GR.RD. GRAD. STATION 35 EO.G EVP PB4-2 NEU DETECTOR AREMOVE AREMOVE 48 TO P8 ] & 6 36' VIDEO 3 46 ^ APS PEO EVP STATION DETECTOR DETECTOR PB4-I VIDEO 4 47 38 .—Ton 37 PB2-1 DETECTOR PB4-2 48 PB4-1 38 INS. GR. 81 Is N a s A ALL SIGNAL COMPONENTS ARE o - INPLACE UNLESS OTHERWISE SYS ID #: 40021 NOTED WITH A BOX AND TE #: 6348 TRIANGLE o �Y BB. "TE BY M REVISIONS BB on, By: ( xnm+tlnlf, AJP B"I 66 BBT RRTMIp swn n m u nBBni BB[+il Q 011E Ru. 9[BI(IU..... WSHEET LBBm W BIRn 9RANf101 NB MLI I W 6 O¢r LIDI - 70-1x--d- Avenue South, Suke sBB Trunk Highway 25 at CSAH 75 CITY T Y O F M O N T I C E L L O, MINNESOTA nN S+LR 6 YMMES014 70 p P I Orl y: RQESSLBYL ACJ 0011Em BBm M YlG 6 Mlnnewds, MN 55416 CITY O F WIRING DIAGRAM-SYSTEM "A" TH 25 a CSAR 75 of WSB �" � Monticello Intersection Improvements �-� � p TRAFFIC CONTROL SIGNAL SYSTEM 82 Chocked By: NEN Aoorovad wnN1mn LIMED � , �ISSIDULL�"�' 0=RIMMIFE + Fxp416RW City of Monticello, Minnesota S.P. 8605-52 (TH 25), S.P. 222-010-003- S P. 08 SHEETS �m y: AJP wn, 6i0vz01s L,4 M„ 26082 11FRAs+RUI-ENtnxmVNGIKANMNGICDNSMUCnox S P 222-02UU-002 -675-019 O°i THISI HEREBY ""N, SPECIFICATION,°" REPORT WAS PREPARED BY OR`UNIER Y REIII'lERI$I JAN°THATI A°°LYLICENSE° E T ,T ESOTA. FR EE ET) 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 O LTO N CITY OF ° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET °qp`"" DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT V I V L i ` phone: (3201231-3956 Montkeffo 07.45 CHECKI° SIGNAL PLANS 'an9/2023 M E N K Email: Willmar@bolton-menk.com ZAC A ^� la ru o.No www.Bolton-menk.com III ° BROADWAY STREET W CSAH 75 REMOVALS WIRING DIAGRAM NOTES: 1. SEE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS. 2. THE EXACT LOCATION OF HANDHOLES, POLES, LOOP DETECTORS, AND PUSH BUTTON STATIONS SHALL BE VERIFIED IN THE FIELD BY TRAFFIC OFFICE PERSONNEL. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL. 4. FOR TYPE D SIGNS, SEE DETAIL SHEET. ALL SIGNS REQUIRED ARE INCLUDED IN PAYMENT FOR THE TRAFFIC CONTROL SIGNAL SYSTEM PAY ITEM. 5. PAVEMENT MARKINGS ARE INCLUDED IN PAVEMENT MARKING PLAN. 6. CONSTRUCTION OF PEDESTRIAN CURB RAMPS ARE PART OF THE CONSTRUCTION PLAN AND ARE NOT INCLUDED IN PAYMENT FOR THE SIGNAL SYSTEM. 7. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS MAY REQUIRE BORING. 8. ALL NEW CONDUIT SHALL BE PVC- SCHEDULE 80 OR HDPE SCHEDULE 80 AND SHALL CARRY 1/C#6 GREEN INSULATED GROUNDING CONDUCTOR AS SHOWN IN THE PLAN. 9. ITEMS DENOTED WITH AN * ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM. 10. CONTRACTOR SHALL SALVAGE AND INSTALL FROM TEMPORARY SIGNAL CABINET ALL HARDWARE AND COMPONENTS FOR THE WIRELESS INTERCONNECT. 11. CONTRACTOR SHALL COIL EXISTING 25PR#19 INTO HANDHOLE #2. 12. CONTRACTOR SHALL INSTALL LOCATOR BALLS IN EACH HANDHOLE. TYPE PA90-A-40-D30-9 (DAVIT AT 350 DEG) AINSTALL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT O' 1% 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 18' i 1 -ANGLE MOUNT SIGNALS AT 90 DEG 1-4/C#14 MNDOT 1 -ANGLE MOUNT C.D. PED IND AT 90 DEG 3-4/C#14 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT * 1-3/C#14 (PHASES 3 & 8) 1-2/C#14 * LED LUMINAIRE j 2 -SIGN D-1 & D-3 1-4/C#18 1 -SIGN R10 -X12 MOUNTED * 1-3/C#20 ADJACENT TO HEAD 3-1 % PA 90 POLE FOUNDATION 1-3/C#14 (CAMERA 1 -ANGLE MOUNT SIGNAL AT 180 DEG AF&I I IT 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION)3-12/C#14 3" CONDUIT (DIR. BORE) 2-4/C#14 AF&I 3" CONDUIT TO HH 2: AINSTALL 2-12/C#14 FROM 1-3/C#14(LUM) ,LF&I PED PUSH BUTTON STATION 1-4/C#14 MNDOT 2-2/C#14 3-4/C#14 1-3/C#14 (LUM) * 1-3/C#14 1-3/C#14 (LUM) 1-2/C#14 * 1-3/C#20 j *1-3/C#14 1-4/C#18 l; * 1-3/C#20 1-1/C#6 INS GR ' 1-4/C#18 1-3/C#14 (CAMERA jj11 1-1/C#6 INS GR POWER) 4-4/C#14 MNDOT 1 -COM CABLE ' 2" CONDUIT FO 1 COAXIAL CABLE 2 CONTRACTOR SHALL SALVAGE AND USE EXISTING POLE 2 I WAITING ON NEW POLE 2 DELIVERY CSAH 75 < (BROADWAY) 16.5' LANE (30 MP 13' LTL 11'LANE _> 11' RTL/THRU \, 9' PARKING Y 2" CONDUIT PA100 POLE FOUNDATION AF&I O TYPE PA100-A-50-D40-9 (DAVIT AT 350 DEG) 1-3/C#14(LUM) I AINSTALL 2-3" CONDUIT ,LF&I PED PUSH BUTTON STATION 4-12/C#14 1 -APS PEDESTRIAN PUSH BUTTON 3-4/C#14 AF&I AND SIGN (LT ARROW PB6-1) 1-3/C#14 (LUM) PAD 1" CONDUIT INTO HH9: 3-2/C#14 OEQUIPMENT SERVICE CABINET 1-2/C#14 OPA100 POLE FOUNDATION TYPE PA100-A-55-D30-9 (DAVIT AT 350 DEG) 1-3/C#14 CONTROLLER AND CABINET 8-3,8-4 0101 • * 1-3/C#20 2-3" CONDUIT TO HH 9: AINSTALL 2-3" CONDUIT TO HH 3: ♦ INSTALL 1-4/C#18 6-12/C#14 FROM 3-12/C#14 WIRE 1-1/C#6 INS GR 4-4/C#14 MNDOT 2-4/C#14 3-12/C#14 1-3/C#14 (CAMERA * 2-3/C#14 2-2/C#14 2-4/C#14 POWER) * 2-3/C#20 * 1-3/C#14 2-2/C#14 1 -COM CABLE 4-2/C#14 * 1-3/C#20 * 1-3/C#14 2" CONDUIT 2-4/C#18 2-4/C#18 * 1-3/C#20 1 -COAXIAL CABLE 1-1/C#6 INS GR 1-1/C#6 INS GR V-3 4 & 7 POLE 3 1-7.5PR#24(COM CABLE) PED PUSH BUTTON STATION AF&I 1 -COAXIAL CABLE AF&I FROM 2 -SIGN D-2 & D-3 3" CONDUITSTUBBEDOUT- CAPPED BOTH PA85 POLE FOUNDATION V-4 1&6 POLE 4 ENDS 3/4" CONDUIT STUBBED OUT CAPPED O TYPE PA 85-AHST-4.5/45-203 (TEE POLE) FOR TELEPHONE LINE 2 -ANGLE MOUNT SIGNALS OVERHEAD AT 0/180 DEG 2" CONDUITTO SERVICE CABINET 1 -ANGLE MOUNT C.D. PED IND AT 0 DEG 2-1/C#6 INSTALL SALVAGED SIGN PANEL ON POLE BETWEEN 1-1/C#6 INS GR HEADS 1-3/C#14 (LUM) 2-2" CONDUIT STUBBED OUT AND 1 -APS PUSH BUTTON AND *1-3/C#14 CAPPED BOTH ENDS (ONE FROM SIGN (RT ARROW P138-2) 3" CONDUIT INTO HH3: CAMERA DETECTION ZONES CONTROLLER CABINET, ONE FROM 1-12/C#14 AF&I 1-4/C#18 SERVICE CABINET) 1-4/C#14 2" CONDUIT TO SERVICE CABINET (COMMS) 1-2/C#14 SERVICE CABINET TO SOP: 1-1/C#6 INS GR 2" CONDUIT W W 3-1/C #2 AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) FROM 1 D4-1 ARROW) T7777 SERVICE CABINET TO HH 9: Z J g 2" CONDUIT J J 2-3/C#14 (LUM) -SIGN (LT MNDOT 2 -SIGN D-4 & D-5 PED PUSH BUTTON STATION SERVICE CABINETTO HH 8: _ r ' 1 -COM CABLE ' 2" CONDUIT FO 1 COAXIAL CABLE 2 CONTRACTOR SHALL SALVAGE AND USE EXISTING POLE 2 I WAITING ON NEW POLE 2 DELIVERY CSAH 75 < (BROADWAY) 16.5' LANE (30 MP 13' LTL 11'LANE _> 11' RTL/THRU \, 9' PARKING Y 2" CONDUIT PA100 POLE FOUNDATION 1-3/C#14 LUM O TYPE PA100-A-50-D40-9 (DAVIT AT 350 DEG) 1-3/C#14(LUM) I AINSTALL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT O' WIRE 3 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 11', 22', & 34A INSTALL VIDEO DETECTORS 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG WIRE 2 -ANGLE MOUNT C.D. PED IND AT 90 AND 180 DEG 3-12/C# z CONTROLLER PHASING, PEDESTRIAN INDICATORS AND PUSH BUTTONS PB8-2 Z P138-1 (131) a 6 1 (D2) F- .. a a N m ¢ d — CSAH 75 P6-1 P2-2 F� 8 7 3 4 CSAH 75 P6-2 P2-1 N a a " FO ed 16 ca rP PB4-li r 5 2 (B1) PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE 6-12/C#14 4-4/C#14 2-3/C#14 (LU M) 4-2/C#14 * 2-3/C#14 * 2-3/C#20 2-4/C#18 1-1/C#6 INS GR AF&I II HH * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 2-4/C#14 3-12/C#14 (PHASES 1 & 6) 1-3/C#14 (LUM) 2-4/C#14 LED LUMINAIRE 2-2/C#14 1-3/C#14 (LUM) VS ALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) * 1-3/C#14 1-2/C#14 ROM 2 -SIGN D-4 & D-5 * 1-3/C#20 * 1-3/C#14 DOT 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 1-2 * 1-3/C#20 3" CONDUIT TO HH 8: 2-4/C#18 3-12/C#14 1-1/C#6 INS GR 2-4/C#14 AF&I 1-3/C#14 (LUM) *1-3/C#14 PED PUSH BUTTON STATION * 1-3/C#20 1 -APS PEDESTRIAN PUSH BUTTON 1-4/C#18AND SIGN (RT ARROW PB6-2) 1-1/C#6 INS GR 1" CONDUIT INTO HH9: 1-2/C#14 AF&I AINSTALL WIRE PED PUSH BUTTON STATION 1 -APS PEDESTRIAN PUSH BUTTON SIGNAL SYSTEM OPERATIONAND SIGN (LT ARROW PB4-1) THE SIGNAL SYSTEM FLASH MODE IS ALL RED. 1" CONDUIT INTO HH8: NORMAL OPERATION IS 8 PHASE, WITH PHASES 1, 3, 5, 1-2/C#14 AND 7 BEING FLASHING YELLOW ARROWS BY TIME OF DAY. PHASE 2 AND 6 SHALL BE ON VEHICLE RECALL. w 8-2 n A OLA a B-3 OLA 3&8EVP* *4&7EVP O W W 5 5 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ORUUEBSIIIIJJJJPERISI dANO THATIggqppppppADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST 0 20 40 PR FE ! T! �jq yl[STA�y�N1yWE50TA. , v\C I V WILLMAR, MINNESOTA 56201 3956 SCALE FEET �c M E N K Phone: (320) 231 -men DANo A ru i e�n9/2023 j Email: W .bol@bolton-menk.com www.bolton-menk.com a w 1—J FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- CSAH 75 12' LANE 4-3 3-1,3-2 4-- VIDEO DETECTORS z z 5-1 5-2 4-- --6-1 4-z 1-3 O (30 MPH) _ 14' LANE 7-1 7-2 -- OPA100 POLE FOUNDATION TYPE PA100-A-55-D30-9 (DAVIT AT 350 DEG) NUMBER PHASE LOCATION V-1 3&8 POLE 1 3 8-3,8-4 0101 • ® PA100 POLE FOUNDATION -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH TYPE PA100-A-45-D30-9 (DAVIT AT 350 DEG) 4-1 *GREEN IS BIMODAL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT 0' 4 O PED PUSH BUTTON STATION 2 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 12'& 24' Iq 1 -APS PEDESTRIAN PUSH BUTTON 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG 1 -ANGLE MOUNT SIGNAL OVERHEAD AT 0' V-2 2&5 POLE 2 1" CONDUIT INTO HH7: * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 1-2/C#14 (PHASES 4 & 7) 2 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 20'& 32' V-3 4 & 7 POLE 3 PED PUSH BUTTON STATION AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) 1 -APS PEDESTRIAN PUSH BUTTON FROM 2 -SIGN D-2 & D-3 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG 2 -ANGLE MOUNT C.D. PED IND AT 90 AND 180 DEG V-4 1&6 POLE 4 w w 1" CONDUIT INTO HH7: 3" CONDUIT TO HH 7: 3-12/C#14 1-2/C#14 3-12/C#14 2-4/C#14 * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT CONTRACTOR TO ADJUST a 1-3/C#14 (LUM) 2-2/C#14 *1-3/C#14 * 1-3/C#14 (PHASES 2 & 5) CAMERA DETECTION ZONES o m AF&I 1-4/C#18 &I 1-4/C#18 ® LED LUMINAIRE W W `1 AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) FROM 1 D4-1 ARROW) w z a Z J g J J J v\ -SIGN (LT MNDOT 2 -SIGN D-4 & D-5 PED PUSH BUTTON STATION ¢ _ r ' 1 -SIGN R10 -X12 MOUNTED 1 -APS PEDESTRIAN PUSH BUTTON 3 o Tr J ADJACENT TO HEAD 5-1 3" CONDUIT TO HH 6: AND SIGN (LT ARROW PB8-1) w e m 3-12/C#14 111CONDUIT O 1DUIT INTO HH 6: 0 AF&I o 11 1 N 2-4/C#14 d 2- 2 O O 1-3/C#14(LUM) * 1-3/C#14 PED PUSH BUTTON STATION * 1-3/C#20 1 -APS PEDESTRIAN PUSH BUTTON p HH 6 1-4/C#18 AND SIGN (RT ARROW PB2-2) m - N j 2 2-1 1-1/C#6 INS GR 1" CONDUIT INTO HH 6: 1-2/C#14 AF&I 8-1 _ AF&I w 8-2 n A OLA a B-3 OLA 3&8EVP* *4&7EVP O W W 5 5 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ORUUEBSIIIIJJJJPERISI dANO THATIggqppppppADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST 0 20 40 PR FE ! T! �jq yl[STA�y�N1yWE50TA. , v\C I V WILLMAR, MINNESOTA 56201 3956 SCALE FEET �c M E N K Phone: (320) 231 -men DANo A ru i e�n9/2023 j Email: W .bol@bolton-menk.com www.bolton-menk.com a w 1—J FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- CSAH 75 12' LANE 4-3 3-1,3-2 4-- z z 5-1 5-2 4-- --6-1 HH 12' RTL 12' RTL < 11' LANE W 12' LTL FROM EXISTING POLE X400 CAMERA EXTENSION 1 -VIDEO CAMERA LUMINAIRE EXTENSION CAMERA POWER SUPPLY 1-3/C#14 (CAMERA POWER) 1-7.5PR#24(COM CABLE) 2" CONDUIT 1 -COAXIAL CABLE 1-5/8" X 15' GR. RD. (SEE DETAIL) 1" CONDUIT STUB OUT TO CAMERA GROUND ROD (SEE DETAIL) 1-7/16 BRAIDED GROUND WIRE 1-1/C#16 INS. BR. (FROM POWER SUPPLY) V-3 FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- CSAH 75 12' LANE 4-3 3-1,3-2 4-- 4-1,4-2,4-3 4-1 4-2 4-3 • • • (BROADWAY) 5-1 5-2 4-- --6-1 4-z 1-3 O (30 MPH) _ 14' LANE 7-1 7-2 -- 8-1 8-2 —+ 3 8-3,8-4 0101 • ® PA100 POLE FOUNDATION -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH TYPE PA100-A-45-D30-9 (DAVIT AT 350 DEG) 4-1 *GREEN IS BIMODAL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT 0' 4 O PED PUSH BUTTON STATION 2 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 12'& 24' Iq 1 -APS PEDESTRIAN PUSH BUTTON 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG AND SIGN (LT ARROW PB2-1) 2 -ANGLE MOUNT C.D. PED IND AT 90 AND 180 DEG 1" CONDUIT INTO HH7: * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 1-2/C#14 (PHASES 4 & 7) LED LUMINAIRE PED PUSH BUTTON STATION AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) 1 -APS PEDESTRIAN PUSH BUTTON FROM 2 -SIGN D-2 & D-3 AND SIGN (RT ARROW PB4-2) MNDOT 1 -SIGN R10 -X12 MOUNTED ADJACENTTO HEAD 7-1 4" CONDUIT 1" CONDUIT INTO HH7: 3" CONDUIT TO HH 7: 3-12/C#14 1-2/C#14 3-12/C#14 2-4/C#14 2-4/C#14 1-3/C#14(LUM) 1-3/C#14 (LUM) 2-2/C#14 *1-3/C#14 * 1-3/C#14 *1-3/C#20 * 1-3/C#20 AF&I 1-4/C#18 &I 1-4/C#18 1-1/C#6 INS GR 1-1/C#6 INS GR LINSTALL WIRE ASALVAGE CONTRACTOR TO SALVAGE RADIO FROM PERMANENT SIGNAL, INSTALL ON TEMPORARY SIGNAL, AND RE -INSTALL ON PERMANENT SIGNAL AFTER TEMPORARY SIGNAL IS NO LONGER NEEDED ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE �Moj�& ']EKED _ J "ENTPRDI. No. SYSID:XXXXX TE #: XXXX SIGNAL FACE CHART FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- 2-1,2-2,2-3 2-1 2-2 2-3 • • • 3-1,3-2 4-- 4-1,4-2,4-3 4-1 4-2 4-3 • • • 5-1 5-2 4-- --6-1 6-1,15-2,15-3 6-2 6-3 • • • 7-1 7-2 -- 8-1 8-2 —+ —+ j 8-3,8-4 0101 • -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH BACKGROUND SHIELDS -PHASES 1 & 8 FYA SHALL OVERLAP *GREEN IS BIMODAL MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7 4E I— n! —a*Ir . BROADWAY STREET W (CSAH 75) LAYOUT 1 AF&I �=L O LED LUMINAIRE 4 TO LUM 2 17 2-2 7-2 2-1 19 18 P8-1 21 2&5 P2-2 EVP LIGHT 20 22 NOTES: 1. LED LUMINARIES ARE METERED. 2. SIGNAL SYSTEM (BATTERIES INCLUDED) - BACKUP SERVICE CABINET. 3. FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL POLE WIRING CONNECTOR DETAIL. 4. ITEMS DENOTED WITH AN * ARE INCLUDED IN THE PAYMENT FOR THE EVP SYSTEM PAY ITEM. ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 17-28, 71, 80 SOP I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED ENSE R^ UNDSVER S9Q�R�EC`ir'u DI"OTA. PR TAT ZAC 7oon93 I AF&I F8-1—E—) P8-2 AF&I O 13 PB8-2 14 15 TO PB 80 INS. GR. 00 ui ti ti AF&I 80 2&5 EVP CAMERA DETECTOR COAXIAL CABLE (13 0) 23O1T3116 Email: Willmar@bolton-menk.com 24 23 TO EVP 4 HUB CAMERA COM CABLE 25 CAMERA v Ili GR. RD. CAMERA POWER SUPPLY STATION HH 6 INS. GR. NEU 71 80 SIGNAL 3-1 C46 2 SERVICE INS. GR. VIDEO 2 26 INPUT3-1 C#2 1 APS PED POWER GRAD. TO NOTES: 1. LED LUMINARIES ARE METERED. 2. SIGNAL SYSTEM (BATTERIES INCLUDED) - BACKUP SERVICE CABINET. 3. FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL POLE WIRING CONNECTOR DETAIL. 4. ITEMS DENOTED WITH AN * ARE INCLUDED IN THE PAYMENT FOR THE EVP SYSTEM PAY ITEM. ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 17-28, 71, 80 SOP I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED ENSE R^ UNDSVER S9Q�R�EC`ir'u DI"OTA. PR TAT ZAC 7oon93 I AF&I F8-1—E—) P8-2 AF&I O 13 PB8-2 14 15 TO PB 80 INS. GR. 00 ui ti ti AF&I 80 HIGHWAY SERVICE CABINET Ol Wi2040 LPhone APS PED (13 0) 23O1T3116 Email: Willmar@bolton-menk.com ri www.Ibolbolton-menk.com STATION 4 GRAD. PB8-1 5-- Zi�LED __J 27 v APS PED TO PB CAMERA 70 STATION HH 6 NEU L27 80 SIGNAL 3-1 C46 2 SERVICE INS. GR. 1 1 GRAD. INPUT3-1 C#2 1 APS PED POWER GRAD. STATION oo PB2-2 28 TO PB NOTES: 1. LED LUMINARIES ARE METERED. 2. SIGNAL SYSTEM (BATTERIES INCLUDED) - BACKUP SERVICE CABINET. 3. FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL POLE WIRING CONNECTOR DETAIL. 4. ITEMS DENOTED WITH AN * ARE INCLUDED IN THE PAYMENT FOR THE EVP SYSTEM PAY ITEM. ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 17-28, 71, 80 SOP I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED ENSE R^ UNDSVER S9Q�R�EC`ir'u DI"OTA. PR TAT ZAC 7oon93 I AF&I F8-1—E—) P8-2 AF&I O 13 PB8-2 14 15 TO PB 80 INS. GR. 00 ui ti ti AF&I 80 AF&I OLED LUMINAIRE 3 TO Q LUM 1 3-1 8 8-4 5-2 HIGHWAY SERVICE CABINET Ol Wi2040 LPhone LED LUMINAIRE (13 0) 23O1T3116 Email: Willmar@bolton-menk.com 3 www.Ibolbolton-menk.com LED LUMINAIRE 4 GRAD. LUMINAIRE 5-- Zi�LED __J LED LUMINAIRE APS PED ® 6 CAMERA 70 STATION EQ.G NEU HH 18 SIGNAL 3-1 C46 2 SERVICE INS. GR. 1 1 TO PB INPUT3-1 C#2 1 POWER GRAD. AF&I OLED LUMINAIRE 3 TO Q LUM 1 3-1 8 8-4 5-2 P6-1 7 1 8 9 3&8 3&8 EVP LIGHT DETECTOR 11 12 F TO EVP 8080 1� AF&I 10 APS PED STATION PB6-1 r— r HIGHWAY BOLTON Ol Wi2040 LPhone & M E N K (13 0) 23O1T3116 Email: Willmar@bolton-menk.com www.Ibolbolton-menk.com P6-1 7 1 8 9 3&8 3&8 EVP LIGHT DETECTOR 11 12 F TO EVP 8080 1� AF&I 10 APS PED STATION PB6-1 r— r HH9 80 5,6,30-48,81 TO HH 8 GRAD. AF&I APS PED N STATION PB6-2 29 TO PB AF&I CITY ❑F AWN N�ont�ce O �HIE� ADI ND. CONTROLLER CABINET AF&I RLA RLA YLA YLA GLA GLA NEU 3-1 NEU 5-1 SPR SPR 7 FYA 17 FYA SPR SPR NEU NEU RED RED YEL YEL 8-3 GRN 2-3 GRN NEU NEU RLA RLA YLA YLA GLA GLA NEU 5-2 NEU 2-1 GRA SPR 8 FYA 18 FYA YRA SPR NEU NEU RED SPR YEL SPR GRN 8-4 SPR NEU NEU DWK RLA 9 W R P61 GLA SPR GLA NEU NEU 7-2 SPR 10 19 FYA PB6-1 SPR NEU *EVP LIGHT 3 & 8 RED 11 EQ G YEL GRN 2-2 NEU NEU 12 EV&PS DWK DETECTOR WUK 20 SPR P2 2 NEU 13 VIDEO 2 DWK DETECTOR 21 WLK P81 SPR NEU RRA 80 YRA * EVP LIGHT 2 & 5 GRA 8-1 22 NEU EQ. G GYRA NEU 14 YRA GRA 23 2&5 NEU 8-2 EVP RRA DETECTOR GYRA SPR 24 CAMERA NEU COAXIAL CABLE DWK 25 CAMERA 15 WLK COM CABLE SPR P8 2 NEU VIDEO 1 26 16 DETECTOR PB8-2 80 27 INS. GR. PB8-1 2 3-1 C#6 SIGNAL INS. GR. SERVICE 28 PB8-2 SYS ID #: XXXXX TE #: XXXX MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7 47 SIGNAL PLANS BROADWAY STREET W (CSAH 75) WIRING DIAGRAM CONTROLLER CABINET AF&I AF&I 1-1 6-3 O LED LUMINAIRE 6 TO LUM 4 30 1-2 8 6-1 3-2 31 32 P4-1 P6-2 33 34 1&6 EVP LIGHT VIDE04 TO DETECTOR 1&6EVP DETECTOR 35 36 F TO EVP HUB 81 INS. GR. 37 81 5,39-48,81 GRAD. o AF&I u m APS PED STATION PB4-1 14 F 38 c TO PB HH 9 RLA YLA LED LUMINAIRE r-- -- GLA 5 TO -------- ---i r I LUM 3 7-1 NEU 39 1 7 SPR 29 FYA YA 39 1-3 4-2 11 4-1 SPR NEU I r-----� ------� RLA YLAYEL GLA ----- RED 4-3 GRN 40 1 41 ------ --+--� 1-1 NEU NEU 1 1 I SPR T I I P4-2 FYA 30 RLA ---�-- F SPR YLA NEU 4&7 GLA 1 4&7EVP EVP LIGHT RED 1-3 NEU 44 1 45 TO VP 6-3 YEL AF&I SPR I 81 — —1 GRN 1 INS. GR. FYA 40 46 1 NEU SPR DETECTOR 1 1 I NEU APS PED RLA YLA �I STATION RED YEL PB2-1 GLA _47TO 4-2 GRN �1 1-2 NEU I I HH 11 I 1 I NEU I I L_47 _J 81 I SPR I = I 48 1 GR.RD. r FYA 31 RED 1 STATION SPR 1 1`64-2 I YEL L 48 -TOpB NEU 4-1 GRN RED NEU 6 2 YEL SPR GRN SPR 41 NEU SPR NEU RLA SPR YLA SPR GLA SPR 3-2 NEU NEU SPR FYA 32 DWK SPR WLR 42 NEU 1`4-2 SPR RED NEU YEL 6-1 GRN DWK NEU WLK 43 1`2-1SPR DWK NEU WLK 33 1`41 SPR EVP LIGHT 4 & 7 # NEU EQ G 44 NEU DWK 1`6-2 WLK 34 4 SPR EVP 45 NEU DETECTOR EVP LIGHT 1 & 6 EQ. G 35 VIDEO 3 46 NEU DETECTOR 1&6 36 EVP 47 DETECTOR PB2-1 VIDEO 48 37 1`642 DETECTOR 81 INS. GR. 38 PB4-1 AF&I 1-1 6-3 O LED LUMINAIRE 6 TO LUM 4 30 1-2 8 6-1 3-2 31 32 P4-1 P6-2 33 34 1&6 EVP LIGHT VIDE04 TO DETECTOR 1&6EVP DETECTOR 35 36 F TO EVP HUB 81 INS. GR. 37 81 5,39-48,81 GRAD. o AF&I u m APS PED STATION PB4-1 14 F 38 c TO PB HH 9 SYS ID #: XXXXX TE #: XXXX I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev N� SHEET BRUUEBffE-fETRQI GTI ACENSED 2040HIGHWAY I2 EST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) PR ESOTA. "'ILL. °RMNN AR, MINNESOTA 56201 0gpLTONPhoDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ne: (320) 231-3956cxecPEO"SIGNAL PLANS 7,48 znc il: Willmar@bolton-menk.com - & MENK w.bolton-menkcom iiAo E"P" " D 9/02 NN BROADWAY STREET W (CSAH 75) WIRING DIAGRAM 7-1 4-3 LED LUMINAIRE r-- -- 5 TO -------- ---i r I LUM 3 ----- 39 1 7 T I 1-3 4-2 11 4-1 -----1 I r-----� ------� I L------ ----- — 40 1 41 ------ --+--� I 1 1 I I T I I P4-2 P2-1 ---�-- F 42 I 43 --�--- I 4&7 1 4&7EVP EVP LIGHT DETECTOR 44 1 45 TO VP HUB AF&I VIDEO 3 I 81 — —1 1 INS. GR. — — — — —J 46 1 DETECTOR 1 1 I APS PED �I STATION PB2-1 _47TO �1 r-- I I HH 11 I 1 I I I L_47 _J 81 I I I = I 48 1 GR.RD. r L -----J I APS PED 1 STATION 1 1`64-2 I L 48 -TOpB SYS ID #: XXXXX TE #: XXXX I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev N� SHEET BRUUEBffE-fETRQI GTI ACENSED 2040HIGHWAY I2 EST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) PR ESOTA. "'ILL. °RMNN AR, MINNESOTA 56201 0gpLTONPhoDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ne: (320) 231-3956cxecPEO"SIGNAL PLANS 7,48 znc il: Willmar@bolton-menk.com - & MENK w.bolton-menkcom iiAo E"P" " D 9/02 NN BROADWAY STREET W (CSAH 75) WIRING DIAGRAM A REMOVE APS PED STA FOUNDATION CONTROLLER PHASING AND PEDESTRIAN ♦ F&I APS PED STA FOUNDATION SIGNAL INDICATIONS 1 SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. S&I 1 -APS PB AND SIGN ♦ �� INDICATION -LAYOUT DIMENSIONS ARE SHOWN IN INCHES 2.NEW ONE WAY SIGNAL HEADS SHALL BE 12' X 12 LED. ♦ LOOP DETECTORS (PB2-3)(RT ARROW) 3. CONTRACTOR TO LOCATE AND VERIFY INPLACE UTILITIES BEFORE WORK BEGINS. EXTEND INTO HH6 FACE HAS FLAB R Y G RLTA YLTA GLTA 4. S LVAGE TO MN/DOT LED INDICATIONS OUT OF REMOVED ONEWAY SIGNAL INDICATIONS. NUMBER SIZE (FEET) .HASE FUNC F&I 1-2/C #14 ♦ 1-1,1-z 1 R - - - �-- ®-- !- 6. REPLPpCE. ALLCMTC AMPSILILN E REPLACED EP ACE T LH OOP AMPS OWN PED. INDICATIONS. 01-1 2-6x �L 1 1 20'850' 2-1,222 2 R o 0 0 - - - REMOVE ALL MAGNETIC DETECTORS Dl -2 2-6x6 1 i 5&35 08 7. ALL LOOPS DETECTORS SHALL BE P.V.C. CONSTRUCTION. LOOP D2-1 6x6 2 1 120' ♦ APS PED STA (P88-3) 2-3 2 R • • • - - - DETECTORS WILL BE PAID FOR UNDER ITEM 2565.AND ARE NOT CONSIDERED p 1 -APS PB AND SIGN ;LT ARROW) 4-1,4-2 4 R 0 0 0 - - PART OF THE SIGNAL REVISION.(LOCATION TO BE DETERMINED BY PROJECT ENG.) 02-2 6x6 2 1 120' EXTEND INTO HH 64-3 4 R o ® ® 8. APS PUSH BUTTONS TO BE GIVEN TO MN/OOT FOR PROGRAMMING. 0-4-1 2-6x6 a 1 5'&20' iM"CONDUIT - ¢ - - ¢ .9. PUSH BUTTON HOLES ON POLES SHALL BE SEALED AND ANY SHARP EDGES REMOVED ♦ 5-1,5-2 5 R - - - ,¢ WHEN PUSH BUTTONS ARE REMOVED FOR PED STA.LOCATIONS. 0-4-2 bks a 1 120' � P2 ♦4 1-2/C#14 6X6 10. REPLACE ALL IN PLACE SIGNAL INDICATIONS WITH 12"X12" LED INDICATIONS. D5-1 2- 5 1 20'&50' lJ P82-3 P82-_ 6-1,6-z 6 R 0 0 • - - IL D5-2 LEAD IN WIRES 2/*14 SHALL BE COILED UPINTO H.H.11 FOR FUTURE USE. • ♦ PB'�� 6-3 6 R 0 0 0 - - - 12. WITH THE EVP INSTALLATION ON MASTARMS PIPE EXTENSIONS OR SIGNS D5-2 2-6X6 5 i 5'&35' P2-3 4-4 ADJUSTMENTS MAY BE REQUIRED. PIB �� 8-1,8-2 8 R 0 0 0 - _ _ 13. A 3/4 " HALF COU OS PLING 3/4 " PIPE NIPPLE AND CONDUIT OUTLET BODY FOR D6-1 acs 6 1 120' P8-3 .78-3 6 R o 0 A - EMERGENCY VEHICLE PREEMPTION DETECTORS AND OR CONFIRMATORY D6-2 6x6 6 1 120' 1 H -15 N g 7 H 25 � lz 14LIGHTS". SHALL BE FURNISHED&INSTALLED 6' FROM END OF MASTARM. D8 -i 2-sx6 B 1 5'&20' . EVP WIRE SHALL BE PAID FOR AS PART OF THE SIGNAL REVISION. EVP DETECOR AND 5 e El CONFIRMATORY LHT PARTS AND INSTALLATION SHALL BE PAID FOR AS PART OF I D8-2 ' 6x6 8 1 120' 02 P8-2 4-1 `� ''� THE EVP SYSTEM PAY ITEM. DETECTOR FUNCTION 02 n 6_2 B - %�� 15. CONTRACTOR WILL BE RESPONSIBLE TO ADD SIGNAL POLE HUBS IF NEEDED L CALL AND EXTEND ♦ -•. H H 7 B'Z FOR POLE MOUNTING. ♦ 16. REMOVE AND F&I H.H.3 WITH PVC HANdHOLE AND METAL COVER. _ //�� E: ♦ PB6-2 P �' ` 11 ♦ REMOVE APS PED STA FOUNDATION 1. EE IAL PROVISIONS FO<LJND RNISH ATERIALS. F&I APS PED STA FOUNDATION MNEW 2.PEDESTRI DICATIONS SHX H.H.7 TO H.H. 61 S&11 -APS PB AND SIGN 1-2/C=14 SC 1 / (PB2-4)(LTARROW) &NDCHANGES 3,EACH SIGNAL FA HALL BETION R -Y -G EXCEPT04 1 L_EXTEND INTO HH9H:H.6 TO Fi.H.B F&I 1" CONDUIT S Ol AND O5 SIGNAL FAC AA-YLTA-GLTA.3" RSC F&11-z/c#14 4.EACH SIGNAL FACE SHA AGROUND SHIELD. 2-12/C = 12 PHASE 28.6 SHAL ASH YE -08.8 SHALL f 2-3/C = 12 , FLASH RED.P E 18.5 SHALD.TYPE A -100-A-45 D30-9 2-2/C = 14. H.H8 TO H.H.9 6.SEE I CONNECT LAYOUT.R I-ONEWAY SIGNAL(OVERHEAD)END MOUNTED 2-1/C=10. 3" RSC REMOVE APS PED STA FOUNDATION 2-ONEWAY SIGNALS (OVERHEAD) MID MASTARM F&I 1-2/C #14 2-12/C=12 H.H9 TO H.H.11 ♦ F&I APS PED STA FOUNDATION CONNECT CABLE RUNS. MOUNTED .11' AND 24' FROM END 2-3/C=12 4" RSC A S&I 1 -APS PB AND SIGN TYPE 1OB POLE MOUNTED 90'&180' 2-2/C=14 3-12/C=12 H.H.10 TO H.H.9 (PB4-4)(RTARROW) LUMINAIRE-200 WATT HPS(APPROX.350`)WITH P.E.C:%CHSW. 2-1/C=10 4-3/C=12 1 1/4" RSC ' 4-2/C=14 EXTEND INTO HH9 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 1 AFM -1-3/C#14' 2-1/C=10 2-2/C=14 F&11"CONDUIT 3XTPSD INTO H.H.6 f -' 1-3/ 4 F&I-2-3/C#14,V- F&I 1-2/C #14 2-12/Cz12 1 ♦ F&I 1-2/C #14 ♦ 2-3/0120; - 2-3/Cm12 t - 4-2/04-•- H.H.10 2-1/C$10 �� s-1 H.H.B ♦ REMOVE 2 -PED. PB AND SIGNS H.H.6 _. _ -_ - = i _ _ H.14.9 F&I 3-2/C#14 - - - - ® TYPE P-90AY SIGNA D30-9 2 -PEO INDICATIONS i/ _ - }s` D2-2 /�Y T PE I-ONEIOC POLEAMOUNTEDE270END MOUNTED 8I-1-ONEWAY EVP DETECTOR (PASES02&05) r " MOUNTED ON MASTARM NEAR POLE 3. / LUMINAIRE-200 WATT BUTTONS AND H P.E.C./CHSW. 1 -CONFIRMATORY LIGHT G' FROM END OF EVP DETO2&O +© 1� ♦ D2-1 g`Z EXTEND INTO H.H PUSH BUTTONS AND SIGNS MASTARM FOR (PHASES 02&05) 3" RSC 2-C.D.PED INDICATIONS MOUNTED AT 90'&180' 1 -APS PB AND SIGN (LT ARROW)P68-3 ® a c� , 1 2 3/C#112 1-APS_PB AND SIGN (RT ARROWW02-3 .,-3 -z ?, ,_" lid �Z� 4-1117ttIO 5 � 1 �1, RN SNE X2 Di ♦ DG -21 H.H.5r 5 TO H.H.4 11/4" RSC 2-2/C=14 E P -90-A-20 D30-9 I-ONEWAY SIGNAL(OVERHEAD) END MOUNTED TYPE IOC POLE MOUNTED 270' LUMINAIRE-200 WATT HPS(APPROX.350'IWITI 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS EXTEND INTO H.H.2 RSC EVPO6&01 'L .H. I .H.4 TO H.H.3. 11/4' /C RSG H.H.3 TO H.H.2 3-2/C=14 I I/4" RSC ♦ F&I-1-2/C*14 ♦ F&I-2 2/Cs14 r1 c H.H. 2 TO H.H.1 �� 3"RSC P.E.0/CH.SW.. 1-3/CC 12 2-3/C=12 3-2/C=14 ♦ F&I-/E- A&I1N 1-4/C*14 2-1/C=10 ♦ ♦ APS PED STA (PB8-2) REMOVE -2 -PEO. M AND SIGNS 1 -APS PB AND SIGN (LT ARROW) i -TYPE IOC MOUNTED AT 270' F&I-i-ONEWAY EVP DETECTOR AND EXTEND INTO HH 3 CONFIRMATORY LIGHT (PASESOS) 1■ "CONDUIT 1 -APS PB AND SIGN (LT. ARROW)PB6-2 2 -TYPE 109 MOUNTED AT 90.8180' 1-2/C#14 ' PED.INDICATIONS SHALL BE C.D. 1=4/CC4 1-3/0#20 CERTIFIED BY PR I HEREBY THIS FLAN, SPErIEIUTIDN, OR REPORT WAS PREPARED BYRCUNDERp1Yp�RECr STR 151��ApN D�T,HA�TI �A��LE11 SO ADMPMENK LTON �.��y\NYS ` �(Avk )-- \ zA o " Cn8 rU i on9/2023 ►ivfct 5 '2u1d7 ♦ -2 Im#( REMOVE 2 -PED PB AND SIGNS \ 1 -TYPE 10C POLE MOUNT AT 270' I�1H.11 5 `r F&I-1-ONEWAY EVP DETECTOR AND CONFIRMATORY LIGHT (PASESO4) r 2 -TYPE 10B POLE MOUNT AT 90'&180' fED / IICATIONS SHALL BE C.D. ® (( 1-3/C#L4 1-3/C#20 H.H.11 TO H.H.12 A EQUIPMENT PAD(SEE DETAIL)CONTROLLEP. 114 H.H.12 q" RSC Dp CC BB 3-12/C=12 MOUNTEDINET. SERVICE EDUIPMENT(PAD O 4-3/C=12 5-2/C=14 H.H. 1 TO SIG.CABINET H.H.12 TO SIG. CABINET 1 2-1/C=10 TYPE A -100-A-45 030-9 3"RSC 4"_ RSC 11 O ♦ F&I-2-3/C#14 �1-ONEWAY SIGNAL(OVERHEAD)END MOUNTED 1-12/C=12 q -2%C 12 1 2-3/C#20 2-ONEWAY SIGNAL(OVERHEAD)MID MASTARM 2-3/C=12 ( 4-2/C#14 MOUNTED WAND 24'FROM END 3-2/C=14 2-2/ 10 ,1 1-4/C#14 TYPE 20C POLE MOUNTED 270' p /C=10 1 H.H.12 TO H.H.1 1-Z/C#14 FUTURE D5-2 LUMINAIRE-200 WATT HPS WITH P.E.0 ♦ FlIll /C+c14 ♦ F&I-2-3/C�4 i 1 1/C RSC F&13 -2/C#14 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 1-4/C*14- 2-3/Cd120 B 2-1/C=10 0 EXTEND INTO- H.H.1 4-2/C#14 t �( 2-12/C#12 1 2/C##114 FUTURE D! (` ♦ F&I1_�CB 2_3/C#12 F&13 -2/C#14 1 11, 10 1 H.131/41 TO H.H.1 ♦ REMOVE -2 -PED PB AND SIGNS 1 1/4" RSC � 1-26C=14 2 -TYPE 20C MOUNTED AT 270 (' ♦ APS PEED STA (PBS -1) F&I-C10NFIERWMAAYTORY LIGHT DETECTOR 1 CTf:N tl T ARROWf PB4-1 rM 1 -APS PB AND SIGN (LT ARROW) 2 -TYPE S108x1 EXTEND INTO HH 1 PED INDICATI 11/4 " CONDUIT 1-3/Ci114 1-2/C#14 1-3/C#20 l -p�I � SCALE 1 2 H.H.13 0 20' 40' ' 6Z FIL£ NAAlE+P�o 'acts/ OFESSION ENGINEER- STATE PROJ. N0. 2040 HIGHWAY 12 EAST C f 7 4' ❑ F slcrveo WILLMAR, MINNESOTA 56201 . Phone: (320) 231-3956N�onticc 0 NEc.Eo Email: Willmar@bolton-menmenk.com www.bolton-menk.com _ dery*FRm.No. REVISE SIGNAL SYSTEM '0' SIGNAL LAYOUT JCT. T.H.25 & RIVER STREET IN MONTICELLO SYSTEM " 20475" T.E. 5132 (/025/8605/048/T�aff/c/5/�o/s/T8605X8�IGR£V10 DDN SIB120J0 8605-48 (T.H.25) SHEET NO. 54 OF 60 SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS EXISTING RIVER STREET SIGNAL SHEET C7.49 d • -� ALL SIGNAL COMPONENTS ARE INPLACE = UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 5 � 1 �1, RN SNE X2 Di ♦ DG -21 H.H.5r 5 TO H.H.4 11/4" RSC 2-2/C=14 E P -90-A-20 D30-9 I-ONEWAY SIGNAL(OVERHEAD) END MOUNTED TYPE IOC POLE MOUNTED 270' LUMINAIRE-200 WATT HPS(APPROX.350'IWITI 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS EXTEND INTO H.H.2 RSC EVPO6&01 'L .H. I .H.4 TO H.H.3. 11/4' /C RSG H.H.3 TO H.H.2 3-2/C=14 I I/4" RSC ♦ F&I-1-2/C*14 ♦ F&I-2 2/Cs14 r1 c H.H. 2 TO H.H.1 �� 3"RSC P.E.0/CH.SW.. 1-3/CC 12 2-3/C=12 3-2/C=14 ♦ F&I-/E- A&I1N 1-4/C*14 2-1/C=10 ♦ ♦ APS PED STA (PB8-2) REMOVE -2 -PEO. M AND SIGNS 1 -APS PB AND SIGN (LT ARROW) i -TYPE IOC MOUNTED AT 270' F&I-i-ONEWAY EVP DETECTOR AND EXTEND INTO HH 3 CONFIRMATORY LIGHT (PASESOS) 1■ "CONDUIT 1 -APS PB AND SIGN (LT. ARROW)PB6-2 2 -TYPE 109 MOUNTED AT 90.8180' 1-2/C#14 ' PED.INDICATIONS SHALL BE C.D. 1=4/CC4 1-3/0#20 CERTIFIED BY PR I HEREBY THIS FLAN, SPErIEIUTIDN, OR REPORT WAS PREPARED BYRCUNDERp1Yp�RECr STR 151��ApN D�T,HA�TI �A��LE11 SO ADMPMENK LTON �.��y\NYS ` �(Avk )-- \ zA o " Cn8 rU i on9/2023 ►ivfct 5 '2u1d7 ♦ -2 Im#( REMOVE 2 -PED PB AND SIGNS \ 1 -TYPE 10C POLE MOUNT AT 270' I�1H.11 5 `r F&I-1-ONEWAY EVP DETECTOR AND CONFIRMATORY LIGHT (PASESO4) r 2 -TYPE 10B POLE MOUNT AT 90'&180' fED / IICATIONS SHALL BE C.D. ® (( 1-3/C#L4 1-3/C#20 H.H.11 TO H.H.12 A EQUIPMENT PAD(SEE DETAIL)CONTROLLEP. 114 H.H.12 q" RSC Dp CC BB 3-12/C=12 MOUNTEDINET. SERVICE EDUIPMENT(PAD O 4-3/C=12 5-2/C=14 H.H. 1 TO SIG.CABINET H.H.12 TO SIG. CABINET 1 2-1/C=10 TYPE A -100-A-45 030-9 3"RSC 4"_ RSC 11 O ♦ F&I-2-3/C#14 �1-ONEWAY SIGNAL(OVERHEAD)END MOUNTED 1-12/C=12 q -2%C 12 1 2-3/C#20 2-ONEWAY SIGNAL(OVERHEAD)MID MASTARM 2-3/C=12 ( 4-2/C#14 MOUNTED WAND 24'FROM END 3-2/C=14 2-2/ 10 ,1 1-4/C#14 TYPE 20C POLE MOUNTED 270' p /C=10 1 H.H.12 TO H.H.1 1-Z/C#14 FUTURE D5-2 LUMINAIRE-200 WATT HPS WITH P.E.0 ♦ FlIll /C+c14 ♦ F&I-2-3/C�4 i 1 1/C RSC F&13 -2/C#14 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 1-4/C*14- 2-3/Cd120 B 2-1/C=10 0 EXTEND INTO- H.H.1 4-2/C#14 t �( 2-12/C#12 1 2/C##114 FUTURE D! (` ♦ F&I1_�CB 2_3/C#12 F&13 -2/C#14 1 11, 10 1 H.131/41 TO H.H.1 ♦ REMOVE -2 -PED PB AND SIGNS 1 1/4" RSC � 1-26C=14 2 -TYPE 20C MOUNTED AT 270 (' ♦ APS PEED STA (PBS -1) F&I-C10NFIERWMAAYTORY LIGHT DETECTOR 1 CTf:N tl T ARROWf PB4-1 rM 1 -APS PB AND SIGN (LT ARROW) 2 -TYPE S108x1 EXTEND INTO HH 1 PED INDICATI 11/4 " CONDUIT 1-3/Ci114 1-2/C#14 1-3/C#20 l -p�I � SCALE 1 2 H.H.13 0 20' 40' ' 6Z FIL£ NAAlE+P�o 'acts/ OFESSION ENGINEER- STATE PROJ. N0. 2040 HIGHWAY 12 EAST C f 7 4' ❑ F slcrveo WILLMAR, MINNESOTA 56201 . Phone: (320) 231-3956N�onticc 0 NEc.Eo Email: Willmar@bolton-menmenk.com www.bolton-menk.com _ dery*FRm.No. REVISE SIGNAL SYSTEM '0' SIGNAL LAYOUT JCT. T.H.25 & RIVER STREET IN MONTICELLO SYSTEM " 20475" T.E. 5132 (/025/8605/048/T�aff/c/5/�o/s/T8605X8�IGR£V10 DDN SIB120J0 8605-48 (T.H.25) SHEET NO. 54 OF 60 SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS EXISTING RIVER STREET SIGNAL SHEET C7.49 HH5 • 136-1 o rt 21 i D6-2 = 22 0 APB STA. ♦ 44♦ N CRS PB 8- N • HH4 7-1-- A 01-2 1- r—r' 43 Al 15.21.22 01-115 I 43,44 E-1 (DPB-2 O 2 ODETECTORR 34 • 1,7,8,30 08 !��35,PI . ♦ 32.34.3 7 P" 32 P6-1 _P59.-4 PB4-1 0I T 061111101 EYP LIGHT HH3 O N p N m HH13 0 I 19 I c • HH1 2,3,9,10,30 30 ---31 D4 -11D 81- . 1 -A. - - • 32 43 tp M � • -HH7 - CONTROLLER CABINET ' V SIB A D8-2 0 -I RED YEL GRN 8-1 I� 46 ao Js HH5 • 136-1 o rt 21 i D6-2 = 22 0 APB STA. ♦ 44♦ N CRS PB 8- N • HH4 7-1-- A 01-2 1- r—r' 43 Al 15.21.22 01-115 I 43,44 E-1 (DPB-2 O 2 ODETECTORR 34 • 1,7,8,30 08 !��35,PI . ♦ 32.34.3 7 P" 32 P6-1 _P59.-4 PB4-1 0I T 061111101 EYP LIGHT HH3 O N p N m HH13 0 I 19 I c • HH1 2,3,9,10,30 30 ---31 D4 -11D 81- . 1 -A. - - • 32 43 tp M � • '"' 145 PB 6-1 3 kT 02&05 EYP LICHT OETEC34 EVP 08TOR OETOE TOR ♦ EYP LIGHT 08. 04EVP LICHT I HEREBY CERTIFY THAT THIS FLAN, SPECIFICATION, OR REPORT WAS PREPARED BYYbRONDER p1Y p�RECrS TR I51 $A\�NFO TNASTA�pIN�L ESOTA.D ZAC A L11 NO pfi,S�$C. �^UW✓/W,I �,-9/2023 CERTIFIED BY EI OLTON M ENK 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: 13201231-31'6 -. Email: Willmar@bolton-menk.com _ www.bolton-menk.com ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 48 . ♦ -HH7 - CONTROLLER CABINET ' V SIB A D8-2 0 -I RED YEL GRN 8-1 I� 46 N NEU RED 1 GRN $-2 PISANEU ---- NEU DWK WLK}P8-2 q " drZ N 5 _SPR PBG -2 { EOG A�E'i?\Z N i NI -- '— APS PED p UR DS -2 —EDYEL P4-If FUTURE GRN 6-2 DWK N RED ♦I{ 10 C N o -N 2 -3 PB4-1 .Ir. '!^' HH6 NEU RLTA �� ,� GLTAj 1-1 SPIRR I 5.r..13.14.31 Ee EGG PP64_ { 12 I- I A 38.39 RED GRIN P8-3{NEU 13 0 ri NEU DWK RED 3R 6-1 ASPR 14 _GRNEU F L 4d Na ♦ WLK PG-IDLK D1 -1r N SPR EOG APS PED STA. D2 -1===D -1E' M .-. RED YEL _1 02-2 :===j-7 GRN 4�PB 82-4 RED 4_2 D4-1�8 APS PED PB STA co tfi - YEL 4 GRN 44 PB 8-2 ��� wuuc3P4-4 D4-2 :==j 19 I I DLK APS PED PB STA PB ST • PB 4-4 Eoc D5-1 ==31L45 ♦ PB 6-1 DG -121 RED APS PED PB STA GRN 2-2 06-2 22 NEU 46 P8 2-3 RED 2-3 D8-1�3 5 GRN APS P D8-2 24 NEU P8 8-3 47 YLT�5-1 GILTAAA��� APS PED PB STA A EOG SIGN4L�7c �__ 48 P84-4 SERVICE RED • APS PED PB STA YELGRN }•4-3 ♦ 49 z -a NEU 43 1,151$ 21.22 EL -1 A YGR.2 NEu 06&01EYP 36 34-37. 45 wLK 2-3 DETECTOR DLK 068.01 EYP LICHT A AS EPIR pO�GTp� 37 .ii �VtFw I '"' 145 PB 6-1 3 kT 02&05 EYP LICHT OETEC34 EVP 08TOR OETOE TOR ♦ EYP LIGHT 08. 04EVP LICHT I HEREBY CERTIFY THAT THIS FLAN, SPECIFICATION, OR REPORT WAS PREPARED BYYbRONDER p1Y p�RECrS TR I51 $A\�NFO TNASTA�pIN�L ESOTA.D ZAC A L11 NO pfi,S�$C. �^UW✓/W,I �,-9/2023 CERTIFIED BY EI OLTON M ENK 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: 13201231-31'6 -. Email: Willmar@bolton-menk.com _ www.bolton-menk.com ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 48 . ♦ -HH7 - ♦ 3 ' V A D8-2 0 -I 24 I� 46 APS PED ♦ PB STA. ---- q " drZ PB 2-3 5 • D5-1 A i NI -- '— APS PED p UR DS -2 FUTURE •47 ♦ PB STA. P111B-3 N � t0� N o -N -3 22- PZ -3 .Ir. '!^' HH6 I - 08-123 I 5.r..13.14.31 I- I A 38.39 G 0 ri Y 4d Na ♦ N APS PED STA. P8-3 M .-. 4�PB 82-4 13 co tfi - HH1814 -- ��� APS PED I I PB ST • PB 4-4 31 LUM ®_ HH9 JI- - ♦ 38.39.46 5.6,13,14,23 72)NEW = NEW C 8 AND O&INS GES REVISE SIGNAL SYSTEM 'D' sca6LEs WIRING DETAIL W" �' BOLJCT. T.H.25 & RIVER STREET AIR IN MONTICELLO SYSTEM "20475" T.E. 5132 62 FILE NAA :Pro acts/D3 8AX/025/8605/048/Troff/GIS! als/T86054BSIGREVIO.OGN 6/8/2010 STATE PROJ. N0. 8605-48 (T.H.25) SHEET NO. 55 OF 60 SHEETS °NO FOR LATI CITY F MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET n DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7.50 Montke o CHICK" SIGNAL PLANS CTIRN.FROI 10 EXISTING RIVER STREET WIRING DIAGRAM 4,1 I t-- 311 q " drZ HHII • D5-1 A i NI -- '— p UR DS -2 FUTURE N � t0� o -N HH12 .Ir. '!^' I - 72)NEW = NEW C 8 AND O&INS GES REVISE SIGNAL SYSTEM 'D' sca6LEs WIRING DETAIL W" �' BOLJCT. T.H.25 & RIVER STREET AIR IN MONTICELLO SYSTEM "20475" T.E. 5132 62 FILE NAA :Pro acts/D3 8AX/025/8605/048/Troff/GIS! als/T86054BSIGREVIO.OGN 6/8/2010 STATE PROJ. N0. 8605-48 (T.H.25) SHEET NO. 55 OF 60 SHEETS °NO FOR LATI CITY F MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET n DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7.50 Montke o CHICK" SIGNAL PLANS CTIRN.FROI 10 EXISTING RIVER STREET WIRING DIAGRAM INDEX OF REFRACTION LJ = FURNISHED SPLICE, NO SPLICE OTDR READING REQUIRED AT THIS LOCATION x.x POWER METER TEST POINT INSERT OPTICAL LINK LOSS IN dB (TEST MULTI MODE FIBER AT 1300) (TEST SINGLE MODE FIBER AT 1550) PROVIDE CABLE MANUFACTURERS INDEX OF REFRACTION USED FOR TESTING ON PROJECT. .00 .00 INSERT OTDR SPLICE LOSS INSERT OTDR SPLICE LOSS SHOT FROM THIS DIRECTION SHOT FROM THIS DIRECTION = FO CABLE SPLICE POINT & OTDR TEST SPLICE READING = OTDR TEST SPLICE READING ON INPLACE CABLE FIGTAIL OTDR ENGTH I—km PROVIDE TRUNK AND PIGTAIL OTDR FIBER LENGTH MEASUREMENTS USING OTDR READINGS FROM CONNECTORS OTDR LENGTH AT SHELTER OR CABINETS TO SPLICE POINTS IN VAULTS km TO SHELTER FIBER OPTIC CABLE MARKINGS @ I PROVIDE TRUNK CABLE OUTER JACKET LENGTH SPLICE ENCLOSURE MARKINGS AT ENTRY TO VAULT AND AT VAULT ENTRY ENTRY TO OUTDOOR FIBER SPLICE ENCLOSURE 9'�_ 1 O EXISTING CAMERA WITH PAN AND TILT UNIT LED STYLE SIGN DYNAMIC MESSAGE SIGN FIBER OPTIC PATCHCORD // 5� CAMERA WITH PAN AND TILT UNIT (BY OTHERS) TWISTED PAIR INTERCONNECT FACTORY PRE-TERMINATED/ARMORED FIBER OPTIC PIGTAIL Gigli SFP1 SFP2 SERV ETHERNET PORTS 0 o 'ORT ❑❑❑❑ FO ETHERNET TRANSPORT 1 ETHERNET/ z SERIAL RS232 CONVERTER ETHERNET/ ETHERNET SERIAL CABLE CONVERTER 3 RANSPORTT 4 SFP1 SFP2 ❑❑❑❑❑❑❑❑❑❑❑❑ o o ECO 37NET 50 E ❑❑❑❑❑❑❑❑❑❑❑❑ G 0 O -24 ETHERNET SWITCH COMMON ETHERNET EQUIPMENT EXISTING FO CABLE SPLICE POINT FIBER OPTIC PIGTAIL SPLICE DIAGRAM (SPLICE UNUSED FIBERS TOGETHER IN THE SPLICE VAULT SO THAT THE FIBERS CAN BE TESTED) 1 2 3 LINE R 4 SHARER 2 5 3 2 6 7 8 RS 232 LINE SHARER DATA LINK RX2 RX1 TX2 TX1 FORCE TRANS. MODEL 2869 DATA LINK TX1/RX1 DATA LINK TX2/RX2 OPTELECOM MODEM DATA LINK VIDEO/DATA TRANSCEIVER VIDEO & DATA TRANSCEIVER TRANSMITTER 170 170 CONTROLLER DMS CHANGEABLE MESSAGE SIGN FLS FLASHER RCS RAMP CONTROL SIGNAL LDS LOOP DETECTOR STATION LD LOOP DETECTOR(S) ILCS INTELLIGENT LANE CONTROL SIGN REVISED 6/27/18 LEGEND FOR COMMUNICATION SCHEMATICS S THEREBY CERTIFY THATTHIS PIAN,SPECIFICATION, OR EFFORT WAS PREPARED PR FE F I L E TI 5 ST �ESOTA. BY ORUNDER Y RECiS PER ISI dANOTHATI ADULYLICENSED0193OLTON '`�% fWILLMAR, 2040 HIGHWAY I2 EAST MINNESOTA 56201 CITY ❑ F Icx[p pgAWN"` MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET �, v Phone: ont�cella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT x7.51 - n�c .11B. A V9�t rup �1.6n9/202R M E N K r@bolton-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com 'i Ap No INTERCONNECT PLAN FIBER OPTIC LEGEND F&I VAULT MARKER POST AT FIBER SPLICE AND FIBER SLACK COIL LOCATIONS VAULTEXTENSION O9 SECTION 1:6 MAX. SLOPE ATTACH OS SHEATH GROUNDING UNIT TO PVC 4" PERFORATED PVC PIPE WITH FILTER SOCK F&I GROUND ROD IN ACCORDANCE WITH MN/DOT 2565.3 (SEE GROUND ROD INSTALLATION DETAIL) BACKFILL & COMPACT EXCAVATED AREA WITH SELECTED ON-SITE MATERIALS FINISHED GRADE TO TOP OF LID y� RESTORE & SEED DISTURBED AREAS BACKFILL & COMPACT WITH GRANULAR MATERIAL TO 4" OVER CONDUIT ELEVATION 4" RIGID PVC SDR 35 AT 1.0 % MIN. GRADE TO DAYLIGHT EXISTING GROUND IDENTIFICATION LOGO TO REFLECT SPECIFIC USE APPLICATION: "MNDOT TMS" - ITS PROJECTS "MNDOT SIGNALS" - SIGNAL PROJECTS "MNDOT LIGHTING" - LIGHTING PROJECTS "MNDOT ANTI -ICING" - ANTI -ICING PROJECTS F&I MARKER POST PER STD. PLATE 8150 PRECAST CONC. HEADWALL WITH RODENT GUARD -SEE STD. PLATE 3131 VAULT INSTALLATION & DRAINAGE SYSTEM (SLOPED AREAS) 2-1/2" X 4" PULL SLOTS -(FC COVER LIFTING 01 VAULT INSTALLATION & DRAINAGE SYSTEM O9 F&I VAULT EXTENSION SECTION AT ALL PULL VAULT O9 VAULT EXTENSION (LEVEL GROUND & ACHIEVABLE DRAINAGE AREAS) INSTALLATIONS TO FACILITATE FUTURE DAMAGE REPAIRS FIBER OPTIC PULL VAULT AT SPLICING LOCATIONS REVISEDS/13/20 S c INSTALLATION DETAIL SECTION THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY OR UU�Efq­fETRQIAN0 THATl ADULY LICENSED PR FE ! TT ESOTA. BOLTON 204A MINNE I2 EAST WILLMAR, MINNESOTA 56201 CITY F Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET ABACKFILL T FINISHED GRADE TO & COMPACT v I , , Phone: JOPENINGS CHECKED F&I VAULT MARKER POST AT FIBER SPLICE x'.52 i - TOP OF LID EXCAVATED AREA WITH SELECTED ON-SITE MATERIALS SPECIFIC NOTES GOO Ao No AND FIBER SLACK COIL LOCATIONS 0 1:6 MAX. SLOPE O1 OPENINGS FOR CONDUIT SHALL BE SEALED WITHMATERIAL N COMPATIBLE SEALANT. (INCIDENTAL) FOR CONDUIT 8" OR AS © DIRECTED EXISTING O2 PLUG CONDUIT OPENING WITH A DRAINABLE COMPOUND (INCIDENTAL) SHALL BE SEALED WITH ( GROUND MATERIAL COMPATIBLE O3 F&I 1.0' COARSE FILTER AGGREGATE UNDER BASE COMPLYING WITH SEALANT. (INCIDENTAL) ATTACH SHEATH MN/DOT 3149.2H. F&I 4" PERFERATED PVC PIPE WITH FILTER GROUNDING UNIT TO PVC SOCK TO PROVIDE DRAINAGE. INCIDENTAL (INCIDENTAL) GENERAL NOTES ® 7 ® RESTORE DISTURBED AREAS FOR TMS INSTALLATION 1. GROUND CONNECTIONS SHALL BE COATED WITH OXIDATION RESTORE & SEED LINILLUSURE WITH SEED AND ROLLED EROSION PREVENTION CATEGORY 20 PROHIBITING COMPOUND. DISTURBED AREAS1 F&I MARKER POST PER MNDOT 2575.3 (INCIDENTAL) SPILT BOLT CONNECTOR PER STD. PLATE 8150 O5 STRIP TOPSOIL FROM VAULT AND SLOPE 2. CABLE SHALL ENTER BELOW THE SUPPORT BRACKETS WITH MIN. O (W/TAPE) 2 CONDUIT PRECASTCONC. AREAS PRIOR TO VAULT INSTALLATION (INCIDENTAL) 70' OF SLACK OUTSIDE OF THE ENCLOSURE FOR EACH CABLE. HEADWALL WITH ©MOUNT LOCATOR BALL ATTACHED WITH BLACK TIE WRAP TO CABLE SHALL BE COILED AROUND INSIDE OF SUPPORT BRACKETS. F&I GROUND ROD RODENT GUARD 40" LENGTH OF 3/4" PVC CONDUIT TO SIT WITHIN 6" OF COVER CABLES SHALL BE CUT TO THE SAME LENGTH AT THE ENCLOSURE. (SEE GROUND ROD ® -SEE STD. PLATE ( 6' OF GREEN INSULATED STRANDED WIRE INSTALLATION DETAIL) 3131 NO.6 3. DO NOT LIFT ENTIRE PULL VAULT WITH COVER ATTACHED BY 33 INCREASE ROCK DEPTH ®DRAIN PIPE MAY BE PLACED IN SIDEWALL OF COVER LIFTING SLOTS. 4" PERFORATED PVC PIPE TO T ONLY IF DRAINPIPE IS UNACHIEVABLE 4" RIGID PVC SDR 35 PULL VAULT TO ACHIEVE DRAINAGE IN AREAS 4. SHEATH GROUNDING DEVICE AND GROUND ROD ARE NOT WITH FILTER SOCK D /o AT 1.0 MIN. GRADE TO WHERE MINIMUM PIPE OUTFALL IS AVAILABLE PLACED IN VAULTS WHERE SPLICING DOES NOT TAKE PLACE. DAYLIGHT INCREASE ROCK DEPTH TO 3.0' IF DRAIN PIPE IS PLACE ABOVE FLOOR HEIGHT. VAULT INSTALLATION & DRAINAGE SYSTEM O9 F&I VAULT EXTENSION SECTION AT ALL PULL VAULT ' (LEVEL GROUND & ACHIEVABLE DRAINAGE AREAS) INSTALLATIONS TO FACILITATE FUTURE DAMAGE REPAIRS FIBER OPTIC PULL VAULT AT SPLICING LOCATIONS REVISEDS/13/20 S INSTALLATION DETAIL THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY OR UU�Efq­fETRQIAN0 THATl ADULY LICENSED PR FE ! TT ESOTA. BOLTON 204A MINNE I2 EAST WILLMAR, MINNESOTA 56201 CITY F Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN%V v I , , Phone: ont�cella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT x'.52 INTERCONNECT PLAN PULL VAULT DETAIL - r@bolton-3956 Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.mm nV, uANCo A V9�t rup ic�n9/2023 Ao No GENERAL NOTES * Add cable identifiers to color coded electrical tape with a permanent marker as shown on this detail. e.g.: 94.41 East 24SM 01467M. 94.41 = Cable ID# East = Direction 24SM = Cable fiber count 01467 = Nearest cable length marking to where the tape is applied. * Electrical tape colors: NB (Blue) SB (Green) EB (Yellow) WB (Orange) Pigtails (White) * The electrical tape with the identifiers is added to: - 334Z -Type Cabinets to within 18" of the entrance conduit on the outer jacket of the fiber optic cable. - Pole Mounted CCN Cabinet between the entrance point and the fiber termination panel. - FO Splice Vaults to within 18" of the splice enclosure and the entrance conduit. - TMS Shelter Cabinets to within 18" of the entrance conduit on the outer jacket of the fiber optic cable and again to within 18" of the splice panel on the inner jacket of the fiber optic cable. * Neatly tape the fiber optic cables together as needed near the fiber enclosure then throughout the length of slack. * Neatly coil the fiber optic cables into the fiber optic hanger brackets inside the vault. REVISED 6/27/18 I SIGN 94-206.70 6MM I LED I J 3342 TYPE DMS CAB. STYLE SIGN coZEEER o CAM 808 POLE MOUNTED CCTV CABINET POLE 94-205.17 0 2/PR#22 �+ r ow/DATA CONTROL z z V SIAMESE � — R w p u PAT H PANEL DMS CAB. DMS 94-206.70 ESM 421M White Tape DMS 94-206.70 6SM 210M White Tape POLE 94-205.17 6SM 511M White Tape CAB 94-212.64 TH 94 E.B. 101 STAVE CAB. 94-212.64 12SM 181M OR SIG. SYS. ID NUMBER White Tape 94-41 East 24SM 01487M Yellow Tape POLE 94-205.17 6SM 400M White Tape * Label the fiber enclosure IOR FIBER splice trays with the fiber ENCLOSURE cable ID# and fiber numbers 94-42 West 24SM 01887M Orange Tape Cab. 94-212.64 12SM 021M White Tape [FIBER OPTIC SPLICE VAULT I I EXCESS CABLE WRAPS IN VAULT NOT I `:. � 94-41 East 24SM 01487M . ... .... Yellow Tape 94-42 West 24SM 01887M POLE 94-205.17 6SM 424M Orange Tape White Tape CAB. 94-212.64 SSM 041M White Tape 94.41 West 24SM 00152M Orange Tape TMS SHELTER CABINET SHELTER NOTES * Label the indoor pigtail six-paks on the outer jacket at both the splice tray/wheel and inside the patch panel to indicate the fiber cable ID # and which six fibers the six-paks are spliced to: (e.g. 94-12 SM7-12) * Label the front of the splice panels with the fiber cable ID#, direction, and fiber count. * Label splice trays/wheels with the fiber cable ID# and the fiber count. * Label the front of patch panels with the fiber cable ID#, direction and fiber count. * Label the sheath grounding unit with the fiber cable ID#, direction and fiber count. 94-41 West 24SM 00142M Orange Tape INDOOR PIGTAIL Splice Panel Patch Panel 94.41 West 24SM 00152M Orange Tape SHEATH GROUNDING UNIT ARMORED SHEATHING �� GROUND FIBER OPTIC CABLE LABELING DETAIL I HEREBY "ISP`"N,SPICAHCATI°",°""E"°RTw"=PREPARED MONTICELLO, MINNESOTA SP 8605 59 (TH 25) =HEFT BY ORCUNDER Y RECESUPERI51 dANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST CIT}• C7F PR EE sT sora. WILLMAR, MINNESOTA 56201 tT iE O LTO N Phone: (3201231-3956 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ^� M E N K N�onticcllo "Ec.E° c7.5 3 ZAC A �pq/S67 I'r r� Email: Will INTERCONNECT PLAN uc"° `"" r �r �lAt/19/2023 www.bolton-menk.com IINIPRm."o. FIBER OPTIC CABLE LABELING DETAIL PULL VAULT ADJACENT TO CCN & NID POLE PROVIDE 15' SLACK — LOOP IN CABINET (APPROXIMATE LOCATION) PROVIDE 30' FIBER CABLE SLACK IN PULLVAULT PULL VAULT ADJACENT TO CABINET 334 SERIES CABINET SIGNAL CABINET POLE MOUNTED CABINET PROVIDE 15' CABLE SLACK PROVIDE 15' SLACK LOOP IN SIGNAL CABINET TMS SHELTER PULLVAULT ADJACENT TO SHELTER 334 SERIES CABINET (APPROXIMATE LOCATION) PROVIDE 15' SLACK LOOP IN CABINET (APPROXIMATE LOCATION) PROVIDE 30' FIBER CABLE SLACK IN PULLVAULT 334 SERIES CABINET PULL VAULT PIGTAIL ADJACENT TO CABINET PULLVAULT ADJACENT TO CABINET PROVIDE 15' SLACK LOOP IN CABINET (APPROXIMATE LOCATION) PIGTAIL/ MICRO -PIGTAIL PROVIDE 30' FIBER CABLE SLACK IN SHELTER POLE MOUNTED CABINET PROVIDE 15' CABLE SLACK PROVIDE SLACK LOOP LENGTH OF SIGN + 15' MICRO -PIGTAIL SLACK LENGTH NOTED IN EACH SCENERIO IS THE FINAL SLACK LENGTH REQUIRED AFTER DEVICES ARE CONNECTED SPI 1r -r7 rnlrl ncl IrzG PROVIDE 70' FIBER ( SLACK PER CABLE A - FO SPLICE LOCATIO1 PROVIDE NOTED FIBER CAB" IN PULL Vj IF NOTED FIBER OPTIC SPLICE VAULT/ PULL VAULT PULL VAULT TMS CABLE FIBER SLACK REVISED 3/06/20 INSTALLATION DETAIL s 2 IHEREBYCERTIFYTHAT THIS%AN,SVECIFICATION,ORREPORTWAS PREPARED B ORUNDER Y RECTfER ISI dANO THATI ADULYLICE-0 PR FE ! 1 L E T! ST ESOTA. R i«�° gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY ❑ F IGxEp NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN n I V LG I V I t Phone: 320 231-3956 (> N�ont�cella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C7.54 INTERCONNECT PLAN '• 7 Email: Willmar@bolton-menk.com �c M E N K ZAC A /'� �.n8 ru iOn/ 9/2023 Ery Pgp,.ryp. ' www.bolton-menk.mm = FIBER OPTIC SLACK DETAIL FIBER OPTIC SCHEMATIC (FOR SIGNAL COMMUNICATIONS) SIGNAL CABINET SIGNAL CABINET BROADWAY ST & TH 25 (PINE ST) RIVER ST & TH 25 (PINE ST) SIGNAL SYSTEM ID: XXXXXXX SIGNAL SYSTEM ID: XXXXXXX TE NUMBER: XXXX TE NUMBER: XXXX OTDRLENGTH OTDRLENGTH PATCH PANEL PATCH PANEL m c km km TO CABINET TO CABINET ma u, FIELD TERMINATED CABLE END FIELD TERMINATED CABLE END FIBER OPTIC CABLE FIBER OPTIC CABLE FIBER OPTIC CABLE 36-SM (BLOWN) 36-SM (BLOWN) 36-SM (BLOWN) @J 6/) to Vf N to V1 Z Y Z Y Z Z YY Z Y Z Y Q Q Q Q p[ Q K Q :5tiE w w w Q N Q N C0 � Q N Q N m� Q tI'1 .0 m Q � � N O� 0> O� O� O� U 7-36 ZZ d d WZ U d d ww WZ U d ZZ U d WZ 7-36 ww wF— w wH w O O ww w wUNHJCOIL7-36 STRANDS K— UJ Uw K— STRANDS 7-36 IN PULL VAULT °O a! m j — NJj co°O Nj jCOIL INPULLVAULT PULL VAULT PULL VAULT PULL VAULT PULL VAULT s as a� a� r3 IHEREBY CERfl THATTHIS PIAN, SPEORWION, OR REPORT WAS PREPARED ORUUEBS PER PR FE ! T! ESOTA. Rp�y� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201L CITY O F ­.EO NO, WUED FORMONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN :&'TTIfADULYLICENS V I t Phone: 320 231-3956 N�ont�( e& EREpgEp DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c�.55 INTERCONNECT PLAN 7 EmaiI:Willmar@bolton-menk.com �c M E N K ZAC A qn ru Q i On/ 9,2023 Ery Pgp,.ryp. w .bolton-menk.Dom p= FIBER OPTIC SCHEMATIC NOTES: 1. IT SHALL BE THE CONTRATORS RESPONSIBILITY TO UTILIZE THE "ONE CALL EXCAVATION NOTICE SYSTEM" (TELEPHONE NUMBER � 651-454-0002). THIS IS REQUIRED BY MINNESOTA STATUE 2160. _ 2. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL a < LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN c7.56 THE FIELD. CONDUITS UNDER INPLACE ROADWAYS SHALL U REQUIRE BORING. INTERCONNECT PLAN INTERCONNECT LAYOUT 3. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 80 AS NOTED UNLESS OTHERWISE NOTED. 4. EXISTING INTERCONNECT WIRING, CONDUIT, AND HANDHOLES LL j SHALL BE REMOVED UNLESS OTHERWISE NOTED (INCIDENTAL). Lu � In � a 0 a 0 m 3" HDPE CONDUIT (PUSHED): CABLE (65M) (BLOWN) �140 �- SIGNAL CABINET (TH 25 &BROADWAY ST) 140 PIGTAIL TERMINATION 3"HDPE COND 1 -FO CABLE (3 PULL VAULT (COIL 60' FO CABLE (36SM)) r- Ill I"— 1 BLOCK 52 PROJECT WORK AREA BY OTHERS (SHOWN FOR COORDINATION PURPOSES) PULL VAULT (COIL 60' FO CABLE (36SM)) to W PULL VAULT (CO L 60' FO CABLE (36SM)) 3" HDPE CONDUIT (PUSHED): 1 -FO CABLE (36SM) (BLOWN) 1AU LT 65M)) _ f Z---------- �P II �I �I Q I� I II II 3" HDPE CONDUIT (PUSHED): I I 1 -FO CABLE (6SM) (BLOWN) I I I� a� SIGNAL CABINET (TH 25 & EAST RIVER ST) 1 -FO PIGTAIL TERMINATION 1 -FO SPLICE/PATCH PANEL H to W H In a W 25 40 s SCALE FEET "'sPaN,:PE°" "T'°",°"RE"oRTwas"REPaRED OR`UNDER Y RER SUPER ISI AN 6TI ADULY LI'SOTA, PRj�ISRTsT °p�y�+Esorn. VI V LGI V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 t �) �c M E N K Phone: 320 231-3956 7 Email: .bolton-mon-menk.com % www.bolton-menk.com �DESIGNEDMONTICELLO, CITY O F0 Monticello NPR° "° MINNESOTA SP 8605-59 (TH 25)SHEE c7.56 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTu INTERCONNECT PLAN INTERCONNECT LAYOUT ZAC A /'� E. ND � 7 rub �1.6n9/2023 932 930 928 926 924 922 920 6 25 RW R/W 930 � o 00 N N N m o0 N N RW R/W � N .m 924 56' 6--:00:1 00 44' 44' V 44' O N O N n� F` cd 93: mN 0o oo N N m m n00 M 00 O 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 2 RW RW R/W 930 928 RW RW R/W 56' 924 56' 6--:00:1 00 44' 44' V 44' O N O N O N F` cd 93: mN GN "'Ia n00 M 00 O M m O oo 00 � N M m mm ,.y V N m 93U 0 M m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- 92 m VJ N m n N N m m 00 o6 0o m wco m n M N N m m 92 92 N N m m m N H o6 00 934 932 930 928 926 924 922 920 90 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 2 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 RW R/W 930 928 928 RW R/W 924 924 56' 922 0— 00 r5--:75 44' V 44' O N O N O N F` cd 93: mN GN "'Ia n00 M 00 O M m O oo 00 T6 N M m mm ,.y V N m 93U 0 M m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- 92 m VJ N N N m m 00 o6 0o m m n M N N m m 92 92 m N H o6 00 N N m � 92, 92 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 8 6 92U CL +10 +20 +30 +40 +50 +60 +70 934 932 R/W 930 928 928 926 R/W 924 924 46, 922 0— 00 50 0. 55' V 44' O N O N H N 93: mN GN "'Ia n00 M 00 O -I N p V T6 N M m mm ,.y " N 93U 0 l m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- 92 m VJ N N N m m 00 o6 0o m N N m m 92 92 m N H 00 00 92, 92 v m N N mm oo ob 92: 92, N N m m 8 6 92U CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 RW 930 928 928 926 RW 924 924 48' 922 0— 00 25 0. 52' V 44' O N O N H m as mN GN "'Ia n00 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST `4 W p V T6 N M m • n ,.y N V N m 0 l m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- m VJ N N N m m 00 o6 0o m N N m m 92 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 0— 90 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 2 RW RW 930 930 928 RW R 926 56' 5 922 S 50 00 44' 0. V 44' O N O H H FEET as mN GN "'Ia n00 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ p V T6 N M m mw vN - V N m 0 l m N N m o6 o6 N N ON m 930 _ � N .m n n ao 00 --- m VJ N N N m m 0o m 92 N N m m m N H 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 934 932 920 RW 930 930 928 928 R 926 924 5 922 922 920 00 I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 0. V 44' PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" m W H H FEET as n o •N Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ p V T6 N m mw vN 9/2023 0 m N N m o6 o6 N N ON m 930 _ � N .m n n ao 00 --- — N N m m -70 -60 -50 -40 -30 -20 -10 934 932 920 934 932 930 930 928 928 926 926 924 924 922 922 920 90 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 3 926 3 `0 924 922 uo 920 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 RW 930 930 75 928 48' RW 924 V N N 56' N I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED S 25 V 44' PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" B O LTO N 2040 HIGHWAY 12 EAST WIPlone MINNESOTA 56201 .9 HORZ. VERT. SCALE FEET SCALE FEET as n o & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ p V T6 N NNo0 mw vN 9/2023 0 m N N m o6 o6 N N ON m 930 _ � N .m m --- — 92 m N H 00 00 92 N N mm 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 934 932 52' 930 930 75 928 48' 926 924 V N N 922 920 N I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 50 V 5 10 PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" B O LTO N 2040 HIGHWAY 12 EAST WIPlone MINNESOTA 56201 .9 HORZ. VERT. SCALE FEET SCALE FEET as LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ Nm w .bolton-menk.com c -i mw vN 9/2023 0 o6 o6 N N ON m 930 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 920 70 60 50 40 30 20 10 CL+10 +20 +30 +40 +50 +60 +70 eu 33 RW 54, I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 50 �n r, 0 10 20 0 5 10 PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" B O LTO N 2040 HIGHWAY 12 EAST WIPlone MINNESOTA 56201 .9 HORZ. VERT. SCALE FEET SCALE FEET as LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ Nm w .bolton-menk.com c -i mw vN 9/2023 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +6( +70 -70 -60 -50 -40 -30 -20 -10 CITY ❑F AWN N�onticella ��r�RED 8 6 920 CL +10 +20 +30 +40 +50 +60 +70 I MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CROSS SECTIONS BROADWAY STREET W (CSAH 75) SHEET C9.01 RW RW 54, 50 46' as 93: Nm N06 yN c -i mw vN 930 � N .m --- — 92 92 92, 92: N N m m -70 -60 -50 -40 -30 -20 -10 CITY ❑F AWN N�onticella ��r�RED 8 6 920 CL +10 +20 +30 +40 +50 +60 +70 I MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CROSS SECTIONS BROADWAY STREET W (CSAH 75) SHEET C9.01 734 932 930 928 926 924 922 920 69 25 RWRW 45' 45' 8 00 68 50 m� rl oo — a In 55' m n In W MM Do N NN O1 vm m a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella fb DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 0o Ib N N m m FEET m N 734 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 934 932 930 928 926 924 922 20 920 9 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 RWRW 45' 45' 8 00 68 50 8 25 — a In 55' ro n In W MM Do N NN O1 a Ici m a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K M LA DO m N N On 4-1m rn LQ 0o o6 N N m m 0o m N N m m 934 932 930 928 926 924 922 20 920 9 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 RWRW 45' 45' 8 00 55' 8 25 — a In 55' N pp M Do O O W N Noi W 00 Iq N N N M 0 MM Do N NN O1 a Ici �0 n a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K M LA DO m N N On 4-1m rn LQ ao 00 N N m m 0o m N N m m an ru i On/ 9/2023 00 www.bolton-menk.mm Ery Pgo1 No. BROADWAY STREET W CSAH 75 COP N N On M 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 734 932 930 928 926 924 922 0 M 70 25 0 45' 8 00 55' 930 — a In 928 N pp M Do O O W N Noi W 00 Iq N N N M 0 N 924 a Ici vm a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K M LA DO m N N On 4-1m rn LQ ao 00 N N m m 0o m N N m m 734 932 930 928 926 924 922 0 734 932 930 928 926 924 922 92 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 M 70 25 0 932 v 70 50 930 — a In 928 . W N N N 01 fYl Ol Ol rZ i O1 Noi W 00 Iq N N N M 0 N 924 a Ici 922 920 a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K Email: Willmar@bolton-menk.com DO m N N On 4-1m 734 932 930 928 926 924 922 92 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 M 70 25 0 932 m ^ ry tY1 m N r -I 930 — a In 928 928 Noi W 00 Iq N N N M 0 N 924 924 922 920 a In -- a Do m N N On m 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 934 932 930 928 926 924 922 920 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 934 932 M 70 00 0 930 930 928 928 Noi W 00 Iq N N N M 0 N 924 924 922 920 1 — -- In -- a V Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com m rn LQ 0o m N N m m 934 932 930 928 926 924 922 920 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 934 932 932 930 930 928 928 926 926 924 924 922 920 922 920 N6975 O N O W N N 01 V 0 Ol N .66 N N M T 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 d 932 930 928 3 926 3 a 0 924 Yo1 922 920 33 R/W 45' 934 932 7 75 930 R/W 55' 928 In CE? n o ''CN In a0 oc 924 922 920 922 920 V Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com rn LQ �� an ru i On/ 9/2023 DO oo m m www.bolton-menk.mm 934 934 932 932 930 930 928 928 926 926 924 924 922 920 922 920 69 50 �y nm a0 N NN HCl �O IHEREBYCERTI FVTHAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED ICENSED PR FE f 1 Ef 1 LICENSED 5�I BY OR UN ER Y RECi5RK!� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti ❑ F 1� DESIGNED Ln DO 00 mm 934 932 930 928 926 924 922 g,n -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 ;� 0 10 20 Q 5 10 IHEREBYCERTI FVTHAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED ICENSED PR FE f 1 Ef 1 LICENSED 5�I BY OR UN ER Y RECi5RK!� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET AWN no HORZ. VERT. V Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS �� an ru i On/ 9/2023 www.bolton-menk.mm Ery Pgo1 No. BROADWAY STREET W CSAH 75 932 930 928 926 924 922 920 71 75 rn N t` 00 N V C, N Ol N am 0 mo of of N N 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 N 71 50 O N N M N ol V al i N O 928 926 ID M O of of N N 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 y 71 00 F,, 71 25fl V 930 N O 928 926 T a ai of N N � Ol 922 920 922 920 � nPR 0 10 IF D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE n LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com oo c6 N N al al N w .bolton-menk.com ai of N N al al 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 y 71 00 � M al VJ V 930 928 928 926 926 a ai of N N � Ol 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 3 928 `3 926 a 0 924 g 922 920 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 72 2 v 70 75 928 ry V N N n M o6 N N O1 Nal N W V N y N 922 920 vm � nPR 0 10 IF D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE n LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com oo c6 N N al al w .bolton-menk.com 9/2023 m N N mm -70 -60 -50 -40 -30 -20 -10 934 932 934 932 72 2 930 928 ry V N N n M o6 N N O1 Nal N 924 924 922 920 vm � nPR 0 10 IF D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE n LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com oo c6 N N al al -70 -60 -50 -40 -30 -20 -10 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 920 - -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 iu 33 HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED � nPR 0 10 20 0 5 10I D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE VERT. FEET SCALE FEET LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUSTIN,.UCV' n5 ru DQ i On/ w .bolton-menk.com 9/2023 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 72 00 O a 10 m ry VJ 06 N M N al UJ n N am mm -70 -60 -50 -40 -30 -20 -10 CITY ❑F AWN N�onticella ��r�RED 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9.03 CROSS SECTIONS BROADWAY STREET W CSAH 75 934 932 930 928 926 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 134 934 0 0 332 932 130 BLD 3 FACE BLDG FACE 930 128 _ — _ 928 126 926 I24 924 322 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 934 934 1 0 934 0 0 934 932 BLD FACE 932 932 932 932 BLD 3 FACE 932 930 BLD FACE _-- BLD FACE 930 930 — — 930 928 z -- __-- — —, --- _ _ _ _ — — — 928 928 928 926 928 926 926 926 926 924 926 924 924 924 922 922 922 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 934 932 930 928 926 924 922 70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 934 934 934 0 0 1 10 932 932 932 932 BLD FACE BLD FACE BLD FACE BLD FACE 930 930 930 930 z -- 928 —, --- _ _ _ _ — — — 928 928 � _ _ _ _ — 928 926 926 926 926 924 924 924 924 922 922 922 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 934 934 934 0 0 1 0 932932 932 932 BLD FACE BLD FACE BLD FACE BLD FACE 930 930 930 930 928 --- --__ ___— --- — 928 928 --- -------------- --__ --- 928 926 926 926 926 924 924 924 924 922 922 922 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 0 0 934 932 BLDG FACE 932 930 BLD FACE 930 0 928— —_-- --- 928 926 926 924 924 922 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 C) 10 20 Q 5 10 IHEREBYCERTIFYTHATTHIS PIAN, SPECIRCATION,ORREPORTWASPREPARED BY OR UN ER Y RECTS PER I51 dANO THATI ADULY LICENSED PR FE 1 1 R 1 TI ST ESDTA. Sryk�i( f � � 7� �°p�y� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti ❑ F � 1� I—P MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN no HORZ. VERT. V L U G I V I Phone: (320)231-3956ontl�ella CHECKED 1 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c9,04 CROSS SECTIONS SCALE FEET SCALE FEET x �c M E N K Email: Willmar@bolton-menk.com JUST an ru /'� i on/ 9/2023 IEryrPgp,.ryp. , ,= www.bolton-menk.mm 'i WALNUT STREET 934 HARED USE 1+6 .54 ARKING LOT ALLEY CONNECTION 932 930 928 926 924 922 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 934 HARED USE 1 0 ARKIN LOT ALLEY CONNECTION932 930 --- --928 926 924 922 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 USE FACE I O1m 9: 60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -60 -50 -40 -30 -20 -10 CHARFn I1QP 934 10 932 BUDC FACE 930 928 926 924 922 920 918 916 CL +10 +20 +30 +40 +50 +60 +70 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 CHARM I ICF -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 934 934 Q SHARED USE 1 0 1 932 932 BLDG FACE 930 930 ---- ---- — 928 928 926 926 924 924 922 922 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 SHARED USE 1+ 0 +40 +50 +60 +70 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 PARKING LOT ALLEY CONNECTION C) l0 20 Q 5 10 IHEREBYCERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECTS PER ISI dANO THATI ADULY LICENSED PR FE f 1 Ef 1 T! ST ESOTA. SryT�I( R 7 °p�y� BOLTON 2040 HIGHWAY12EA5T WILLMAR, MINNESOTA 56201 C I T Y ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN no HORZ. VERT. V L U G I V I Phone: (320)231-3956ontl�ella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c9,05 SCALE FEET SCALE »v 932 930 928 926 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 35 C) l0 20 Q 5 10 IHEREBYCERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECTS PER ISI dANO THATI ADULY LICENSED PR FE f 1 Ef 1 T! ST ESOTA. SryT�I( R 7 °p�y� BOLTON 2040 HIGHWAY12EA5T WILLMAR, MINNESOTA 56201 C I T Y ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN no HORZ. VERT. V L U G I V I Phone: (320)231-3956ontl�ella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c9,05 SCALE FEET SCALE FEET JUST �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ty� ru ion, 912023 W .bolton-menk.Dom EN PRD,. ND. WALNUT STREET = 4 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 2 E2-160] 934 934 2 F CE BLDG FACE 0 10 20 0 5 10 SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE 1ifT' ffeITA�p�N1yWE50TA. BY ORTt� U I gpLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 VERT. " SCALE FEET SCALE BLDG FACE 932 BLDE FACE 932 0 ,HOR2 �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i On/ -- I 930 8928 9/2023 _ __-- 928 6 928 6 926 4924 926 4 2F= -70 60 -50 -40 -30 924 2 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 134 934 E2-15:0:] 332 BLDG F CE 932 BLDC FACE 130 930 128 — — — 928 126 926 I24 924 322 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 4 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 2 0 934 2 BLDG F CE 0 10 20 0 5 10 SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE 1ifT' ffeITA�p�N1yWE50TA. BY ORTt� U I gpLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 VERT. " SCALE FEET SCALE BLDG FACE 932 0 C V � 932 ,HOR2 �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i On/ 930 8 932 .11 NO 9/2023 _ __-- 928 6 930 928 926 4924 928 926 2F= -70 60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 934 934 2 0 932 BLDG F, kCE932 BLDE FACE 930 930 928 _ _ _ _ — 928 926 926 924 924 922 -922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 E 934 932 930 928 926 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 936 HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED 0 10 20 0 5 10 SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE 1ifT' ffeITA�p�N1yWE50TA. BY ORTt� U I gpLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 VERT. " SCALE FEET SCALE FEET C V � 932 ,HOR2 �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i On/ W W W.bolton-menk.com 932 .11 NO 9/2023 — — 936 3 10 936 934 934 932 - 932 930 — — 930 928 928 926 926 924 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 936 3 0 934 932 ---- 930 ---` _ 928 926 924 922 0 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 334 934 2 0 )32 932 330 — — — — 930 ---- )28 — _ — — — 928 326 926 324 924 )22 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CIrIT�OFNQvDES-1MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET `HE`R`D DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9 06 CROSS SECTIONS ENTPRD,.NO, WALNUT STREET 934 932 930 928 926 924 922 920 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 936 E3-140] 934 932 930 - - - 928 -- - - - - Lag------ - 926 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -4AA---I-----L- 936 934 932 930 928 926 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 936 934 932 930 928 926 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED �n 0 r 0 10 20 5 10 RUEfYJ T'VD PR If BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 562 01 HORZ. VERT. " SCALE FEET SCALE I,. FEETJUST vSTesEOTA & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com ��� ru � '� i /n9/2023 W Ww.bolton-menk.Com 1.6 28 --- - 934 932 930 928 926 924 922 920 1 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 6 r r r r 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9.07 CROSS SECTIONS WALNUT STREET W 9' 924 5 5 25 0 v e ^ m v Ln 924 •� o0 r^ Ln �! mrl v d ^ � .—I m i i 922 i i 922 i 920 920 918 918 916 916 914 914 912 912 910 910 ---i 908908 906r 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 924 924 922 922 920 920 918 918 920 920 916 916 918 918 914 914 916 916 912 912 914 914 910 910 912 912 908 908 910 910 906 906 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 926 926 924 924 922 922 922 922 920 920 920 920 918 918 918 918 916 916 916 916 914 914 914 914 912 912 912 912 910 910 910 910 908 908 908 908 906 906 906 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 922 922 92 920 91 918 91 916 91 914 91 912 a 91 910 a� 90 908 7. - 906 906 m -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 r3 -� Y 0 10 20 0 5 10 THEREBY CERTIN THAT THIS PIAN, SPECIFICATION, OR gEPORT WAS PREPARED BY OR UN ER Y RECTSPER IBI dANO THATI ADULY LICENSED PR FE f 1 Ef 1 T! ST ESOTA. SryT�I(R 7° gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti O F 1� Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN mo HORZ. VERT. V L U G I V I Phone: (320)231-3956 Wig,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c9.08 CROSS SECTIONS o SCALE FEET SCALE FEET �c M E N K Email: Willmar@bolton-menk.com JUST ty� ru /'� i on/ 9/2023 Ery Pgp,.ryp. w .bolton-menk.Dom p= WALNUT STREET W 9' ^ Ln 5+8 .03 5 5 25 0 v e ^ m v Ln •� o0 r^ Ln �! mrl v d ^ � .—I m i i i i i W 9' ^ Ln 5+8 .03 5 5 0 v e ^ m v Ln �°ti° m o0 r^ Ln 't 00 vi c -I m .-1 mm v d ^ � i i � , i i W 9' ^ Ln 5+8 .03 5 5 0 4 75 ^ m v Ln � N o0 r^ Ln m r^ qp Lrir � fri mm v d ^ � � � , i W 9' ^ Ln 5+8 .03 5 5 0 ^ m v Ln � N o0 r^ Ln m r^ qp Lrir � fri mm W 9' 5 5 0 ^ m v Ln � N o0 r^ Ln m r^ qp Lrir � fri mm � � , W 0 9 8 4 2 0 8 5 0 � .-1 m m r^ qp Lrir � fri mm � � , 93 928 926 92 922 92 RW 0 43' 0 RW 44' 1 0 RW 37' 0 E2,:2:5:] R/W 35' N Lr � — " HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED N i Ol 0 � ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V -70 -60 -50 -40 -30 -20 -10 932 930 928 926 924 922 920 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 RW 42' RW 44' 1 5 RW 38' 0 E2,:2:5:] R/W 35' Ln ^ Li N— – HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED N i Ol 0 � ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com -70 -60 -50 -40 -30 -20 -10 932 930 928 926 924 922 920 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 R/ 42' RW 44' 1 0 R/VU 38' 0 E2,:2:5:] R/W 35' HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED N 0 � ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com »v 932 930 928 926 924 922 920 932 930 928 926 924 922 920 918 916 914 912 910 908 R/W 45' RW 44' -10 CL +10 +20 2 0 E2,:2:5:] R/W 35' HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 0 ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com ol v N � Ol JUST / / / W W W.bolton-menk.com / 5 i —1-- — — i i / / i 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 918 916 914 912 934 932 930 928 926 924 922 920 918 916 914 912 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 -70 -60 -50 -40 RW 44' -10 CL +10 +20 2 0 RW 36' 33 HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 0 ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST / / i c�n9/2023 W W W.bolton-menk.com / 934 932 930 928 926 924 922 920 918 916 914 912 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED try 0 10 20 Q 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON 2040 HIGHWAY 12 EAST WIPhone MINNESOTA 56201 no HOR2 VERT. ? SCALE FEET SCALE FEET VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i c�n9/2023 W W W.bolton-menk.com 93 93 93 92 92 92 92 92 91 4 R/W R/W 2 43' 1 5 37' 0 ^ 8 N tT N 6 � 2 0 8 934 932 930 928 926 924 922 920 918 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CITY OF DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET N�onti(eRo DHE `ED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9 09 Z.W,CROSS SECTIONS m. ENTPRD,.KID, RIVER STREET 934 932 930 928 926 924 922 920 918 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CITY OF DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET N�onti(eRo DHE `ED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9 09 Z.W,CROSS SECTIONS m. ENTPRD,.KID, RIVER STREET 932 930 928 926 924 922 920 918 916 914 912 910 2+8 11.94ci m N e -I 5 — — i i 932 930 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 924 92 920 918 916 914 912 91 90 6 R/W R/W 4 46' E2,:7:5:] 34' 2 a m `V 5 —`_ --- 2 i � i � 0 8 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 92 926 924 922 92 918 916 914 91 91 90 90 6 R/W R/W 4 45' 2 0 35' 2 N ' 5 — \ — 4— — — — � — — i � 0 � i � i � 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 93 93 928 926 924 922 920 918 916 91 91 91 90 RW RW 2 47' 3 0 33' 0 5 — / i � i i � i � 4 i 2 0 8 »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 92 926 924 922 92 918 916 914 91 91 90 90 6 R/W R/W 4 45' 2 0 35' 2 N ' 5 — \ — 4— — — — � — — i � 0 � i � i � 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 93 93 928 926 924 922 920 918 916 91 91 91 90 RW RW 2 47' 3 0 33' 0 5 — / i � i i � i � 4 i 2 0 8 »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 93 93 928 926 924 922 920 918 916 91 91 91 90 RW RW 2 47' 3 0 33' 0 5 — / i � i i � i � 4 i 2 0 8 »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET 930 928 926 924 922 920 918 916 914 912 910 5 0 930 ---- i N .m i i 926 i i i i i 924 922 922 920 920 930 908 930 928 928 926 926 924 924 922 922 920 920 918 918 916 916 914 914 912 912 910 910 8 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 92 92 920 918 916 914 91 91 90 90 6 R W R W 4 48, 3 0 32, 2 0 - - o m � � N i � .m 4 2 i � i � i 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 92 92 920 918 91 91 91 91 90 90 6 R/W R W 4 47 3 25 33' 2 0 - - � - m v N � 2 � � i 6 4 i 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 5 5 N BLOCK 52 BY OTHERS .m i i i i i 90 -70 -60 -50 -40 -30 -20 -10 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 5 0 N � �04 N BLOCK 5 BY OTHERS .m i --J 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 92 92 920 918 91 91 91 91 90 90 6 R/W R W 4 47 3 25 33' 2 0 - - � - m v N � 2 � � i 6 4 i 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 5 5 N BLOCK 52 BY OTHERS .m i i i i i 90 -70 -60 -50 -40 -30 -20 -10 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 5 0 N � �04 N BLOCK 5 BY OTHERS .m i --J 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 5 5 N BLOCK 52 BY OTHERS .m i i i i i 90 -70 -60 -50 -40 -30 -20 -10 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 5 0 N � �04 N BLOCK 5 BY OTHERS .m i --J 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 928 926 924 922 920 918 916 914 912 910 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 930 928 926 924 922 920 918 916 914 912 910 -30 -20 6 5 7 0 +70 33 a BLOCK 5 BY OTHERSm i .m try 10 20 Q 5 10 PR BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED FE f 1 Ef I PyYy Tl ELI�� yl[STA�p�N1yWE50TA. gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 n o HOR20 VERT. " SCALE FEET SCALE FEET i &M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST Uma ru i on/ i w .bolton-menk.com -- ---- ,i 9/2023 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 a 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 6 5 +30 +40 +50 +60 +70 33 i � BLOCK 5 BY OTHERSm i HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED try 10 20 Q 5 10 PR BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED FE f 1 Ef I PyYy Tl ELI�� yl[STA�p�N1yWE50TA. gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 n o HOR20 VERT. " SCALE FEET SCALE FEET &M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST Uma ru i on/ 930 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 a 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 i � � HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED try 10 20 Q 5 10 PR BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED FE f 1 Ef I PyYy Tl ELI�� yl[STA�p�N1yWE50TA. gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 n o HOR20 VERT. " SCALE FEET SCALE FEET &M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST Uma ru i on/ w .bolton-menk.com 9/2023 92 926 924 922 920 918 916 91 91 91 90 90 E7-15:0: 8 4 0 8 6 N O1 BLOCK 5 BY OTHERS — --- i � � � i -70 -60 -50 -40 -30 -20 -10 w 928 92 92 922 920 918 916 914 912 91 90 930 928 926 924 922 920 918 916 914 912 910 908 906 CL +10 +20 +30 +40 +50 +60 +70 7 25 m 6 N BLOCK 5 BY OTHERS 4 --- ---- � � i / ---- --- 0 8 Ips 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CITY OF DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET r N�ontiCeRo DHE `ED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9.12 CROSS SECTIONS ENTP-,NG, RIVER STREET STREETSCAPE GENERAL NOTES: 1. UNDERGROUND UTILITIES: FIELD LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR INSTALLATION OF SITE IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN PROPOSED SITE IMPROVEMENTS AND EXISTING OR PROPOSED UTILITIES, IMMEDIATELY ADVISE THE OWNERS REPRESENTATIVE. 2. SPOT ELEVATIONS: WHERE SHOWN ON THESE DRAWINGS, SPOT ELEVATIONS ARE TO THE TOP OF FINISH SURFACES 3. DIMENSIONS: DIMENSIONS ARE FROM BACK OF CURB UNLESS NOTED OR SHOWN OTHERWISE ON THE DRAWINGS. 4. HORIZONTAL CONTROL: HORIZONTAL CONTROL FOR THE LAYOUT OF SITE IMPROVEMENTS WILL BE PROVIDED BY THE ENGINEER. STATIONS AND OFFSETS INDICATED ON THE DRAWINGS ARE RELATIVE TO THE ROADWAY STATIONING. 5. ISOLATION JOINTS IN SIDEWALK PAVING: GENERALLY, ISOLATION JOINTS WILL BE LOCATED ALONG THE BACK OF CURB BETWEEN SIDEWALK PAVEMENTS AND PERMANENT STRUCTURES, WALLS AND BUILDINGS. ISOLATION JOINTS WILL ALSO BE LOCATED WHERE THE SIDEWALK PAVEMENT TURNS OR CHANGES DIRECTION, AND AT EVERY 100 FOOT MARK OF LINEAR SIDEWALK. 6. ALL SIDEWALKS AND CONCRETE SURFACES TO HAVE A LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED, TYPICAL. 7. SAWCUTS TO BE MADE AS SHOWN ON PLANS UNLESS CONTRACTOR SUBMITTAL OTHERWISE APPROVED BY OWNERS REP. 8. CONTRACTOR IS TO PRESERVE AND PROTECT EXISTING VEGETATION TO REMAIN AT ALL STAGES OF CONSTRUCTION. DAMAGED PLANT MATERIAL WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. CONTRACTOR IS TO PRESERVE AND PROTECT EXISTING BUILDINGS AND FOUNDATIONS AT ALL STAGES OF CONSTRUCTION. 10. CONTRACTOR IS TO VERIFY THAT ALL SLOPES, CROSS SLOPES, LONGITUDINAL SLOPES, DROP CURB SLOPES, ETC. DO NOT EXCEED ADA MAXIMUMS. CONTRACTOR IS TO NOTIFY OWNER'S REPRESENTATIVE IF SLOPES EXCEED GUIDELINE RECOMMENDATIONS. PLANTING AND SITE RESTORATION NOTES: 1. TREES, SHRUBS AND PERENNIALS ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE IS A CONFLICT BETWEEN THE QUANTITIES SHOWN ON THE DRAWING AND THE QUANTITIES SHOWN IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL. 2. PLANTING LAYOUT: LAYOUT A TYPICAL SHRUB AND PERENNIAL BED LAYOUT, AND OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 3. SHRUB AND PERENNIAL GROUPINGS SHALL BE PLANTED AND MULCHED IN ONE CONTINUOUSLY MULCHED BED. MULCH TO BE INSTALLED ATA DEPTH OF 3" AND CONSIDERED INCIDENTALTO THE PLANT MATERIAL UNIT BID PRICE. 4. SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, UNLESS OTHERWISE INDICATED ON LANDSCAPE PLANS. SEED PER SPECIFICATION MANUAL AND SCHEDULE OF UNIT PRICES. 5. RESTORE DISTURBED LAWN WITH TURFGRASS SOD UNLESS OTHERWISE NOTED. STREETSCAPE PLAN SHEET INDEX: I I I I I I I I I I I I I I RIVER STREET I I I I I� I 0 N \ SEE SHEET L2.10 -- r u' N. I I ' 13 of W N W J I w rn Y .fl W„rI BROADWAYSTREETW SEE oLu ET L1.02 L2.01 SEE SHEET L1.03 L2.02=4-- (CSAH 75) SEE SHEET L1.04 L2.03 SEE SHEET L1.05 L2.04 SEE SHEET L1.06 L2.05 F N w F- V) N F Z O a Z J > wQ z J AS II lAH1E��ROE§l♦q EVICHT�H]■yU_�THISAN,SPRIIF1R0J.ijATREEFORTWOTA. PREPARED ONHEVW\Hf15NIED V Saro VeIrutIon9/2023 �3 0 LTO N 2040 HIGH WAY I1 EAST CITY O F EH/B WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956r;la/ Montice o °1BH/aJ/EI �c M E N K Email: Willmar@bolton-menk.com ` wERTEPJH/JI www.bolton-menk.com Ra �+D SEE SHEET L1.11 / L2.11 SEE SHEET L1.07 / L2.06 Lr3L L MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS STREETSCAPE INDEX SHEET L1.01 W cc Ln LnW U BROADWAY STREET W (CSAH 75) ;a. 4 e.° y 30 30 ° 30 OF OF OE OE OEC OE /y -yo LL uj Ljj LL 1 / o / Z STA:48+78.30 i1.37' LT [ OE OEC OE OF B OE OE OE BROADWAY STREET W (CSAH 75) STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BY OWNER, N.I.C) 0 LITTER RECEPTACLE (BY OWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BYOWNER, © FREE STANDING BLOCK NJ. C) ® CITY STANDARD BENCH (BYOWNER, N.LC) SO BENCH SWING (BYOWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE DO RETAINING WALL, 1' HIGH SHEET L3.03 70 TREE GUARD (ALTERNATE 2), SEE SHEET L3.06 B O STREETSCAPE COUNTER TOP (ALTERNATE D, AO FREE STANDING BLOCK SEE SHEET L3.06 9 O URBAN WAYFINDING KIOSK SIGN, © FREE STANDING BLOCK SEE SHEET L3.13 O POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, THIGH SEE SHEET L3.14 © POLE MOUNTED WAYFINDING SIGN, DO RETAINING WALL, 1' HIGH SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 i STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 ---- 8" COLORED CONCRETE WARNING BAND, SEE SHEET L _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH O RETAINING WALL, V HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) DO RETAINING WALL, 1' HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) EO CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS FO AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) Y ." r .' Ly yy L .v ..y v . �y Ly r y .Y yi yY Y' . Y vY Y' Ly v y .v ' y" Y .' yr ." - . , yy yY .y y ." r y y y. y , yy .y yY ,y Y .y'y y .y .Y .y ' v yyv Y .° .y . ,• , y Y , � Y/% �" • ,y yy . LY PROTECT EXISTING I LIGHT POLE IN PLACE El cc \ c o I m J 3 w N I HEREBY CERTIFY THATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED -N[o p UNDE0. Y 0.ECr5 PER ISI ANDTHATI ADULY LICENSED 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 20 cH HF AT F ora. CITY (7 F "RAW BOLTON WILLMAR, MINNESOTA 56201 ` of HE f , �r3GL BH/B/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L1.02 5o HORZ Emaii: Willmar@bolton-me k.com Mo4fAo OLECR SCALE FEET Sam K E"1H/JK STREETSCAPE PLANS % Sig- ru Q Ran, 9/2023 �e M E N K www.bolton-menk.com i=a owiizisls BROADWAY STREET W (CSAH 75) I W y y y — CE OE of T DE — of — of — O W I I W n G - LL ry rrr rr9rr r r •r. r v rrrr rr rrr r rr�yy' � rr. rr .r r ,rr•rry . v> ^ r rr . rvi y err r�>rr.r'rrrr'� ir r r.ryyrr ;rryrr ryyrrvyyrryrry rr BROADWAY STREET W (CSAH 75) STA:53+70.57— 4.15' LT 0 10 20 HORZ. SCALE FEET II HERp EOCERTIFY ER THAT THIS SPE RyISIIIFIANION, OR DTHAT IR,,E�EPO DULY PREPARED CH■y_��lyp�t�HE14WIgF�jHJ,ijATfFJIWOTA. Se ­056n. K 56n ru \U On/ ,2023 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE21, SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 0 AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) WI2040 HIGHWAYMINNESOTA 0-201BOLTON Phone: (320) il: Willmartobollenco m& MENK www.bolton-menk.com PROTECT EXISTING LIGHT POLE IN PLACE STREETSCAPE FURNITURE LEGEND: 0 BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) 5O BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 CITY OF 1� "RBH/BJ/EI Montice o weRTEr aH/JJI I I I I I I I I I I I I I I STA 54+24 57J 0.47' LT I I 1 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 0 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 _ POROUS PAVEMENT, SEE SHEET L3.02 _ 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH SHEET L1.03 i a I Wi-�- w L1J �w I � Iw BROADWAY STREET W (CSAH 75) I I I I II I- I I I I j, ISI I�I I II STA:62+11.54 I I� 5.04' LT qL \�yl yy »� y ,l ><> , y �Y • yL .y v y r y .. :�"r m �y ,y v ., r © ,y .v Y ry yy v y, Y Yy . , L I I I I I I I A �^ I o w L1J I I I II I I STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q BIKE RACK (BY OWNER, N.I.C) STREETSCAPE COUNTER TOP (ALTERNATE I), ® AO FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE)( MESABI (MESABI BLACK GRANITE) URBAN WAYFINDING KIOSK SIGN, 6" CONCRETE WALK SPECIAL - TYPE 1 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT- TYPE A, B, & C (BY OWNER, O SEE SHEET L3.13 (CARNELIAN GRANITE) BLOCK (MESABI BLACK) MIX) � 6" CONCRETE WALK SPECIAL - TYPE 2 POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH ® CITY STANDARD BENCH (BY OWNER, MIX) SEE SHEET L3.14 � ----� BLOCK (CARNELIAN) BLOCK (MESABI BLACK) I STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 + QD RETAINING WALL, V HIGH O CONCRETE ADJACENT SOBENCH SWING (BY OWNER, MIX) POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 POROUS PAVEMENT, SEE SHEET L3.02 BLOCK (CARNELIAN) WALL (MESABI BLACK) a QE CONCRETE ADJACENTQ © TABLE AND CHAIRS, (BY OWNER, N.I.c) SEE SHEET L3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 7Q TREE GUARD (ALTERNATE 2/, SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), OF AMPHITHEATER SEAT ® a �I WALL BLOCK (CARNELIAN) PER SPECIFICATION NI r' 0 10 20 HORZ HEREBY CERTIFY THATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDE0. Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED LAO CH HE AT F orAA �/.J� �t �°/�W�y� I V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: CITY O F Montice�o of SIGN[G EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET GRAw BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT 5o SCALE FEET /r -a & M E N K Email: Willmar@bolton-me k.com ig� E�K EGJH/JK L1.04 STREETSCAPE PLANS Sam K yin ru Ran, B/2023 % www.bolton-menk.com i=a OW1127815 BROADWAY STREET W (CSAH 75) I AO FREE STANDING BLOCK © ~ Lw PLANTER POT - TYPE A, B, & C (BY OWNER, ' O LW I^ RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) a, BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj 1® BLOCK (CARNELIAN) 04MMr BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH 2 w in I— — — 0 10 20 HORZ. SCALE FEET II HER��EOREDNDIFY ER THAT 0.EICT AN,SPPIE IIFIANIDTHARIREE��yFppORTWAS PREPARED lA1O§l� CH ■y_��yp�tHE l4WI gF�jHJ,ijAT66FJIWOTA. Se -056n. K 56n ru QU \/COn/ ,2023 U O AO FREE STANDING BLOCK © ~ Lw PLANTER POT - TYPE A, B, & C (BY OWNER, ' © FREE STANDING BLOCK LW I^ RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj 1® BLOCK (CARNELIAN) 04MMr U O F- L! 0 � 15.0 TYP. SEE SHEETS C7 FOR SIGNAL _ PLANS V V PLANTER POTS TO BE FILLED AND PLANTED BY OWNER �L 6.0' UR ALL BROADWAY STREET W (CSAH 75) > V \ / SEE SHEETS C7 FOR J " SIGNAL PLANS J \ \ LL T v n m V JJ LL \ SEE SHEETS C7 \� FOR SIGNAL PLANS 1 n ,-44.30'LT b -E- E -E E ° ° Il 0 \ E :A I ° PLANTER POT B ■ PLANTER POT C I PLANTER POT A STA:65+37.29— � 32.14' RT STRUCTURAL SOIL MIX, TYP. 7--E—E—ILE O b e n o O A ~ 15.5',14.0', TY P. s. w N — ]+I I STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj 1® BLOCK (CARNELIAN) 04MMr BLOCK (MESABI BLACK) F- L! 0 � 15.0 TYP. SEE SHEETS C7 FOR SIGNAL _ PLANS V V PLANTER POTS TO BE FILLED AND PLANTED BY OWNER �L 6.0' UR ALL BROADWAY STREET W (CSAH 75) > V \ / SEE SHEETS C7 FOR J " SIGNAL PLANS J \ \ LL T v n m V JJ LL \ SEE SHEETS C7 \� FOR SIGNAL PLANS 1 n ,-44.30'LT b -E- E -E E ° ° Il 0 \ E :A I ° PLANTER POT B ■ PLANTER POT C I PLANTER POT A STA:65+37.29— � 32.14' RT STRUCTURAL SOIL MIX, TYP. 7--E—E—ILE O b e n o O A ~ 15.5',14.0', TY P. s. w N — ]+I I STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE21, SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS OF AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) :30 LTO N WI20,10 LLMAR,PhoneGHWAY 12 EAST lr13 0)2301-3956201 & M E N K Email: Willmar@bolton-menk.com www.bolton-menk.comk.com 10 BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) 5O BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 CITY OF "RBH/Bl/EI Monifce oweRTEr aH j/1I 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS BROADWAY STREET W (CSAH 75) n SHEET L1.05 { STRUCTURAL 333-3 ,_ I a �, STA:66+64.831 Y (Refer to sheet L3.09 for stone type details) SOIL MIX, TYP. _ 41.27' LT O ' STA:65+81.30 3 3 3 STRUCTURAL I 44.33' LT SOIL MIX, TYP. FREE STANDING BLOCK I� in MAI STA:65+94.41 8.50' LT _ PLANTER POTS TO BE r I FILLED AND PLANTED PROTECT EXISTING SCULPTURE © FREE STANDING BLOCK O I O y O SEE SHEET L3.13 ISO (CARNELIAN GRANITE) I — Lu BLOCK (MESABI BLACK) _ N.I.C) 6" CONCRETE WALK SPECIAL - TYPE 2 � 9.0', \ �.YL`�- � as I `` { STRUCTURAL 333-3 ,_ I a �, STA:66+64.831 Y (Refer to sheet L3.09 for stone type details) SOIL MIX, TYP. _ 41.27' LT O ' STA:65+81.30 3 3 3 STRUCTURAL I 44.33' LT SOIL MIX, TYP. FREE STANDING BLOCK I� in E STA:65+94.41 8.50' LT _ PLANTING PLANV T STONE TYPES LEGEND: 7.0' TYPE y i STRUCTURAL \ SOIL MIX, TYP. STA:67+44.56 34.77' LT STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: � (Refer to sheet L3.09 for stone type details) Q BIKE RACK (BY OWNER, N.I.C) O ' FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) E (LIMESTONE)( PLANTER POTS TO BE I FILLED AND PLANTED PROTECT EXISTING SCULPTURE © FREE STANDING BLOCK O BY OWNER FOUNDATION IN PLACE o O y O SEE SHEET L3.13 (CARNELIAN GRANITE) I — Lu BLOCK (MESABI BLACK) _ N.I.C) 6" CONCRETE WALK SPECIAL - TYPE 2 � 9.0', \ �.YL`�- � as I `` �► o _ POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH J I PLANTER POT B LPLANTER POT C PLANTER POT A SEE SHEET L3.14 ----, I BLOCK (CARNELIAN) BLOCK (MESABI BLACK) T T o r QD RETAINING WALL, V HIGH �ri r SEE L2 SHEETS FOR SOBENCH / 7_ I PLANTING PLAN BLOCK (CARNELIAN) u 1 E / E STAI68+13.74_Ef= 43.69' RT I \ „ QE CONCRETE ADJACENT E r TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEETL3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 I 125 Ae 150 10.0 150' Q o I N BOULDERS 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 W W I OF AMPHITHEATER SEAT 1 N ® a �I WALL BLOCK (CARNELIAN) 1 NI O 10 20 HORZ HEREVIPREPARED CERTIFY THATTHIS PI -AN, SPECIFICATION, OR REPORT B�0.ETHER aHSED A �O STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details) Q BIKE RACK (BY OWNER, N.I.C) STREETSCAPE COUNTER TOP (ALTERNATE I), ® FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE)( (MESABI BLACK GRANITE) MESABI URBAN WAYFINDING KIOSK SIGN, 6" CONCRETE WALK SPECIAL - TYPE 1 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT- TYPE A, B, & C (BY OWNER, O SEE SHEET L3.13 (CARNELIAN GRANITE) BLOCK (MESABI BLACK) N.I.C) 6" CONCRETE WALK SPECIAL - TYPE 2 POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH ® CITY STANDARD BENCH (BY OWNER, N.I.C) SEE SHEET L3.14 ----, BLOCK (CARNELIAN) BLOCK (MESABI BLACK) I STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 + QD RETAINING WALL, V HIGH O CONCRETE ADJACENT SOBENCH SWING (BY OWNER, N.I.C) POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 POROUS PAVEMENT, SEE SHEET L3.02 BLOCK (CARNELIAN) WALL (MESABI BLACK) a QE CONCRETE ADJACENT © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEETL3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 Q SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), OF AMPHITHEATER SEAT ® a �I WALL BLOCK (CARNELIAN) PER SPECIFICATION NI O 10 20 HORZ HEREVIPREPARED CERTIFY THATTHIS PI -AN, SPECIFICATION, OR REPORT B�0.ETHER aHSED A �O BOLTON HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone:a CITY nF Mo4fAo No, EH/Bl I.—FOP IATE MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEETW w BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E FEET & MENK mail: Willmr@bolton-mk.com eSCALE rL O,E�K E L1.0 6 STREETSCAPE PLANS Sa u Ran, a,oP—NO, www.bolton-menk.com wizisls BROADWAY STREET W (CSAH 75) 5"IHENEi 1 "ENE +44.99 i 10 �ENlE� �::.....:�EE > n F .�._ ...15.0 TYP.-. 10.0, IYY� 15A IYP.,, .. n. Q�� .A� a — —® A Gg��' G 3 _ — / v� ' % DECORATIVE JOINTING TYP. _STA 70+65 STA:71+39.07 4.0 STA:69+56.20 1 l/ 1 11 /3 29.18'LT V 3 v 27.92' LT 3' O.C. EACH WAY, SEE.R—a-3— —'— 28.6T LT /a _ _SEE SHEETS C7 FOR I SHEET L3.02UCTUSTUCTUfAL STRUCTURAL SIGNAL PLANS PLANTER POTS TO BE y SOILMX,TYP. a SOIL MIX, TYP. v FILLED AND PLANTED WSEE SHEETS C7 FOR v BY OWNER m STA:70+14.96 — STA:71+33.59 W SIGNAL PLANS g 6.0' 1 3.49' LT in 6.0' I— LT 3 0000 L cc a.o', L.�\ I� s — _ — X00 �L.\ � NP. Qv PLANTER POT C L SEE L2 SHEETS FOR I PLANTER POT A PLANTER POTS TO BE PLANTER POT B PLANTING PLAN PLANTER POT B FILLED AND PLANTED E < �E—�< PLANTER POT C F BY OWNER PLANTER POT A = _ T _ V T _ _ _ T _ _ BROADWAY STREET W (CSAH 75) T (S] i ? T T ? II ? T ? T T T T T IT T T T T T T T T STRUCTURAL vim»—:>—»—» SOIL MIX, TYP. >> T » »—» >�—» » »—>> » » »�>STRUCTURAL —» »— `SSTRUC EE SHEETS C7 FOR T T T T - SOIL MIX, TYP. 'ETURAL/ E SOIL MIX, TYP. SIGNAL PLANS STA:69+79.41 _ 49.29' RT E—E—E— STA:70+62.41 ESE—E—e E-STA:71+47.41 Ea —E —q�E Lo I —<c •e, a'ao'a EL�E—Ee—E E E—E—ET— E E E T T 48.77'RT z T T 48.23' RT I o0 1 e3 a4 O O I� A n. ..:. a °E a .'a " I -- — -r—I .e a ...D _, 15.5', TYP. 15.0' 10.0 15.0 J �P I x I LO --- STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q BIKE RACK (BY OWNER, N.I.C) STREETSCAPE COUNTER TOP (ALTERNATE I), ® AO FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE)( MESABI (MESABI BLACK GRANITE) URBAN WAYFINDING KIOSK SIGN, E 6" CONCRETE WALK SPECIAL - TYPE 1 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT- TYPE A, B, & C (BY OWNER, O SEE SHEET L3.13 (CARNELIAN GRANITE) BLOCK (MESABI BLACK) MIX) � 6" CONCRETE WALK SPECIAL - TYPE 2 POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH ® CITY STANDARD BENCH (BY OWNER, MIX) SEE SHEET L3.14 � ----I BLOCK (CARNELIAN) BLOCK (MESABI BLACK) I STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 + QD RETAINING WALL, V HIGH O CONCRETE ADJACENT SOBENCH SWING (BY OWNER, MIX) POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 POROUS PAVEMENT, SEE SHEET L3.02 BLOCK (CARNELIAN) WALL (MESABI BLACK) a QE CONCRETE ADJACENT © TABLE AND CHAIRS, (BY OWNER, N.I.c) SEE SHEETL3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 Q SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), OF AMPHITHEATER SEAT ® a �I WALL BLOCK (CARNELIAN) PER SPECIFICATION NI O 10 20 HORZ CERTIFY THATTHIS PI -AN, SPECIFICATION, OR REPORT HEREPREPARED BO�0.ET5 HER aHSED A BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone:7 CITY OF MoniAoSTREETSCAPE EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEETW w "RAH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E FEET & MENK aeSCALE mail: Willmr@bolton-mk.comJH/JK L1.0 PLANS Sa ynu �^nB/2023 www.bolton-menk.comyL W127815 O1ix BROADWAY STREET W (CSAH 75) v W < I < <¢ LMJ 4' a �\ tt -� STA:72+12.40 cc . Q p ����� 47.79' RT - \ a - (/� ✓ I g z Z _ PINE STREET PARKLET ENLARGEMENT PLAN, SEE SHEET 1-1.14�_ Q U u h i� h W O P.. °' o;p... 3 �C O Q 1 T 1 Q SEE SHEETS C7 N O .. J ? O FOR SIGNAL _ 1 yl 1 v PLANS Y -i-- > U Do I : 1 1 1 O O - - - I � � 1 I I I I (jr- ��. I I {O� I 1 0 v 1 - - --- ---1 - ---a- � � 1 1 - ------ : P — '; �\ u _ •ee •:: I EDE Q OF OF OL ( OF OE E OF OE OE of UE OE — DE ` — _. - J— ---t • p. , °;oo, o ,: • — —1 Caoa � BLOCK 51 PROJECT WORK AREA BY OTHERS (SHOWN FOR COORDINATION PURPOSES) ,___., ... A. CONTRACTOR TO INSTALL LIGHTING AND WIRING; BLOCK 52 TO INSTALL FOUNDATION BASE AND CONDUIT » PINE STREET . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W'a o I 1 i " Q� J �� STONE TYPES LEGEND ° STREETSCAPE MATERIALS LEGEND: p I _ _ :. .` . fl . C 3 I (Refer to sheet 6 CONCRETE WALK `:. - `":: -- - 0 N U u AO FREE STANDING BLOCK GO FREE STANDING BLOCK (LIMESTONE) 6" CONCRETE WALK SPECIAL TYPE 1 Z z 0 - _._:. ._._. ....... I .. ... ... ;. _::, _: ......._._ .._._......... _:... _._:...._..._:......._. ": .,.. .. ... "._. .. "," _:` - I O -. C -_ 3 o (MESABI BLACK GRANITE) - ©FREE STANDING BLOCK O RETAINING WALL, THIGH (CARNELIANGRANITE)BLOCK (MESABI BLACK) 6" CONCRETE WALK SPECIAL - TYPE 2 v RETAINING WALL, 2' HIGH Oj RETAINING WALL, V HIGH ---- STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 v BLOCK (CARNELIAN) BLOCK (MESABI BLACK)- rc a _ � `. ` . (� J .. .: ,.:' '. m . "' E OD RETAINING WALL, 1' HIGH O CONCRETE ADJACENT POROUS PAVEMENT, SEE SHEET L3.02 a i 1 - � �-i -- I ! �— � � -- �I-� e E ` ' _ • BLOCK (CARNELIAN) WALL (MESABI BLACK) 8" COLORED CONCRETE WARNING BAND, SEE SHEE z _ i �' e . a CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), 3 - - - - --- -- O BLOCK 52 PROJECT WOR K ARI Y OTHERS — t— — COORDINATION AREA 8 O ( SHOWN FOR COORDINA PURPOSES) —I I— BLOCK 52 PROJECT WORK AREA BY OTHERS (SHOWN FOR C COORDINATION PURPOSES) ` QF AMPHITHEATER SEAT PER SPECIFICATION WALL BLOCK (CARNELIAN) w I I _ % o- • ° e • •• :,e •• J •oe •e• I I :::::::: sa aae W STREETSCAPE FURNITURE LEGEND: IL COUNTER 1), N 10 BIKE RACK (eV OWNER, N.I.CJ® STREETSCAPE TOP (ALTERNATE SEE SHEET -3.06 Q LITTER RECEPTACLE (BYOWNER, N.I.CJ URBAN WAYFINDING KIOSK SIGN, O a O PLANTER POT - TYPE A, B, & C (BY OWNER, SEE SHEET -3.13 MIX) POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.LC) SEE SHEET 1-3.14 BENCH SWING (BY OWNER, N.1.0 ® 50 LEMONED WAYFINDING SIGN, TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7 TREE GUARD (ALTERNATE 2), SEE SHEET L3.06 N r' O 10 20 HORZ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDE0. Y 0.ECT5 PER I51 ANDTHATI ADULY LICENSED LAO CH HE AT P DTA �/.J� /A'I 2040 HIGH WAY I2 EAST BOLTON WILLMAR, MINNESOTA 56201 CITY O F `_ , �irlaL MonfiAo of SIGNED EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET GRAw BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 5 " SCALE FEET /r- 9 Email: Willmar@bolton-me k.com �c M E N K www.bolton-menk.com wECKEGJH/JK 1-1.08 STREETSCAPE PLANS Sam K �''� Sig- ru i an, wEOW1127815 % i= Q 1/2023 PINE STREET z a O m AA) FREE STANDING BLOCK • FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, O I w W I 00 2 A w 0 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) I X © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH \ TREE GUARD (ALTERNATE21, SEE SHEET L3.06 z L) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) I I WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) � OF AMPHITHEATER SEAT Sam K Sig ru Q i n/ ,2.23 6.66' WALL BLOCK (CARNELIAN) i= ° 6.3' • • o J 10.2' 12.66' TYP. 12.66' TYP. e TYPE a -_ - lO■■M■■ 1 \y.1 \ SEESHEE 1LT 12 12.5' TYP. , TYP. r. 6.25' D • G `STA:0+71.74 STA:0+96.74 STA:1+21.74 STA:0+48.85 16.98' LT _ 16.97' LT 16.95' LT x I 9.38' LT STRUCTURAL f 'I- STEEI PI ANT -FIR CURB CONTROL CABI C AND J _ CONTROL CABINET, 3 > -> > ' 3• > > > >-r > SEE I SHEETS I ^ o DECORATIVE JOINTING 3' O.C. SEE L2 SHEETS FOR -I� I I _ I - EACH WAY, SEE SHEET L3.02 PLANTING PLAN I I I �I 20 I STA-1+49 .99STA:0+65.9 STA:0+86.99 STA:1+07.99 STA:1+28.991 3TA:0+44.99 32.4'RT RT 19'3 300' RT . STRUCTURAL OIL MIX, TYP.0Srr n \ ^ ■ v 0 o I - A �I N I STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AA) FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE21, SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) I I WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS OF AMPHITHEATER SEAT Sam K Sig ru Q i n/ ,2.23 WALL BLOCK (CARNELIAN) i= STREETSCAPE FURNITURE LEGEND: Q BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, CITY O F `_ Mo4fAo I I ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE IImo•••• I 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 E i SCALE FEET % ' I I ,(320) Email: Willmartobollenk.com com www.bolton-menk.com L `""" / � RaH 1�K a owlizisls ° • I Sam K Sig ru Q i n/ ,2.23 i= ° 6.3' • • o J 10.2' 12.66' TYP. 12.66' TYP. e TYPE a -_ - lO■■M■■ Y w I.,_t W :' N I 'LS STA:2+12.00 STA:2+37.32 / 62.64 STA: STA:2+87.96 16.90' LT 16.6.\LT 16� 7 LT - I 16.85' LT I iTA:1+89.02 STRUCTURAL SOIL MIX, TYP. ).36' LT �. `/ ■��■■■■■ ■■■■■■■■®■■■ STREETSCAPE FURNITURE LEGEND: Q BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, CITY O F `_ Mo4fAo N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 E i SCALE FEET % �c M E N K ,(320) Email: Willmartobollenk.com com www.bolton-menk.com L `""" / � RaH 1�K a owlizisls STREETSCAPE PLANS • I Sam K Sig ru Q i n/ ,2.23 i= • • WALNUT STREET II lO■■M■■ 0 Eft SOMME �. ■��■■■■■ ■■■■■■■■®■■■ STREETSCAPE FURNITURE LEGEND: Q BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, CITY O F `_ Mo4fAo N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 Iwo BIKE _ 9 �iFi S STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION 1°�° r' 0 10 20 HORZ. HEREDYCERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDE0. Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED LAO CH HE AT F ora. ���-- A BOLTON BOLTON N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: CITY O F `_ Mo4fAo """"' EH/Bl "-' - - MONTICELLO, MINNESOTA SP 8605-59 TH 25 SHEET "RAw BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E i SCALE FEET % �c M E N K ,(320) Email: Willmartobollenk.com com www.bolton-menk.com L `""" / � RaH 1�K a owlizisls STREETSCAPE PLANS L1.�9 Sam K Sig ru Q i n/ ,2.23 i= WALNUT STREET o �� s � r°ir07051-=Wt °8 ro1Eba SEE L2 SHEETS FOR o o ri r Q a p o 1\ Iw w OA FREE STANDING BLOCK GO FREE STANDING BLOCK OO 21 SEE SHEET L3.06 6" CONCRETE WALK J (LIMESTONE) I'M (MESABI BLACK GRANITE) IL STEEL PLANTER CURB 'NS 3+63.92— POT B 6" CONCRETE WALK SPECIAL - TYPE 1 - 35 'PLANTER POT TO BE — 9 O SEE SHEET L3.13 12 66 TYP 12 66 TYP 7.5' 6 5' — © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT - TYPE A, B, & C (BYOWNER, o �� s � r°ir07051-=Wt °8 ro1Eba SEE L2 SHEETS FOR \ PLANTING PLAN1 �— I i a p o WATER METER PIT \ OA FREE STANDING BLOCK GO FREE STANDING BLOCK OO 21 SEE SHEET L3.06 6" CONCRETE WALK J (LIMESTONE) I'M (MESABI BLACK GRANITE) STEEL PLANTER CURB 'NS 3+63.92— POT B 6" CONCRETE WALK SPECIAL - TYPE 1 'PLANTER POT TO BE — rr BY OWNER \ D, WALNUT STREET 1 �� -�- 3 �� 3 I WALNUT STREET > > > '> > > A llll� llll� 1iII� IIID IIID llll� Illi llll� llll� llll� llll� llll��� IIID IIID IIID IIID Illy llll�llll�I I PLANTER WALNUT STREET TERRACE ENLARGEMENT PLAN, SEESHEETL1.13 POTBi STONE TYPES LEGEND: 2 -3030-3030 �F - O OE 30 � 30 \\ .. o..................................................................... .. ---------------- STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q SEE L2 SHEETS FOR \ PLANTING PLAN1 �— I i I �T ��T1—F DRINKING FOUNTAIN o WATER METER PIT \ STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q BIKE RACK (BYOWNER, N.1.0 STREETSCAPE COUNTER TOP (ALTERNATE 1), ® OA FREE STANDING BLOCK GO FREE STANDING BLOCK OO LITTER RECEPTACLE (BY OWNER, MIX) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE) (MESABI BLACK GRANITE) URBAN WAYFINDING KIOSK SIGN, 6" CONCRETE WALK SPECIAL - TYPE 1 9 O SEE SHEET L3.13 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT - TYPE A, B, & C (BYOWNER, (CARNELIAN GRANITE) BLOCK (MESABI BLACK) MIX) � 6" CONCRETE WALK SPECIAL - TYPE 2 PUBLIC PARKING SIGN, 0 SO C RETAINING WALL, THIGH Q QI RETAINING WALL, V HIGH ® CITY STANDARD BENCH (evoWNER, N.Lc) SHLE EET � BLOCK (CARNELIAN) BLOCK (MESABI BLACK) _, STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 D RETAINING WALL, 1' HIGH Q O CONCRETE ADJACENT 5 O BENCH SWING (BY OWNER, MIX) POLE MOUNTED WAYFINDING SIGN, ® SEE SHEET L3.14 BLOCK (CARNELIAN) WALL (MESABI BLACK) POROUS PAVEMENT, SEE SHEET L3.02 o O TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE QE CONCRETE ADJACENT K O SALVAGED GRANITE SHEET 8'I COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 WALL (CARNELIAN) BOULDERS a 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), Q AMPHITHEATER SEAT �® WALL BLOCK (CARNELIAN) PER SPECIFICATION N r' 0 10 20 HORZ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED p UNDE0. Y 0.ECTS PER ISI ANDTHATI ADULY LICENSED LCH HE AT F DTA A BOLTON ,�irlaL 2040 HIGH WAY I2 EAST WILLMAR, MINNESOTA 56201 CITY n F `_ , Mo4fiAo SIGNED EH/Bl ofC� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET OR GRAw 'BH'/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT o i SCALE FEET �e M E N K EmailPWillmar@bolton-me k.com / ERaH 1�K L1. 10 STREETSCAPE PLANS Sam K yey� �+ f U I rtC19/2023 lJ 1� 1 wowlizi6ls www.bolton-menk.com i� �o WALNUTSTREET I +--RIVER STREET —� I In n � 6.0' G< n s a TYP. p G ti v7 _ N I BLOCK 52 PROJECT WORK AREA BY OTHERS 3'O.C. EACH WAY, SEE SHEET L3.02 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE2), SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 0 AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK MY OWNER, N.1.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE2), SEE SHEET L3.06 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED aierv�u P UNDER Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25)SHELT 010 20 HF AT F ora.i�& °xnr30 LTO N WILLMAe MINNESOTA 56201 I�ZMo C�1� \L BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L1.11 HORZ. Phone: (320)231 -men n `" ° / STREETSCAPE PLANS �e M E N K Email: Willmar@bollen-menk.com SCALE FEET Sam K ECKE aH 1°K DEN 56no ruQ On/ ,2.23 www.bolton-menk.com wE0W7727R75 RIVER STREET STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) ilWillmar@bolton-mek.comyLMontco BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) STREETSCAPE PLANS WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 0 AMPHITHEATER SEAT O1 W127815 WALL BLOCK (CARNELIAN) WALNUT STREET PARKING LOT STREETSCAPE FURNITURE LEGEND: 0 BIKE RACK (BY OWNER, N.I.Q Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET 1.3.03 7O TREE GUARD (ALTERNATE 21, SEE SHEET 1.3.06 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 0 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 _ POROUS PAVEMENT, SEE SHEET L3.02 _ 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION AI / BOLTON NO, ISSU"FOR .11 2040 HIGHWAY I2 EAST EH/BJ WILLMAR, MINNESOTA 56201 Gw BH/BJ/EH/PA Phone: 231-3956 SHEET MONTICELLO, MINNESOTA SP 8605-59 (TH 25) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARE ODUY LICENSED TA 0. E a rD VV N 0 10 20 Er DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJEC SCALE FEET Sam yi n ru tion, & MENKmwww.bolton-menk.com ilWillmar@bolton-mek.comyLMontco —GIH/JK a STREETSCAPE PLANS 1.1.1 2 Ic HD. O1 W127815 WALNUT STREET PARKING LOT PLANTER POT B PLANTER POT A STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) i� BOULDERS OF AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BY OWNER, N.I.Q Q LITTER RECEPTACLE (BYOWNER, N.I.Q O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.Q ® CITY STANDARD BENCH (BY OWNER, N.I.Q SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.Q SEE SHEET L3.03 7O TREE GUARD (ALTERNATE 21, SEE SHEET L3.06 I— 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 0 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 PLANTER POT TO BE FILLED AND PLANTED BYOWNER PLANTER POT B STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 _ POROUS PAVEMENT, SEE SHEET L3.02 _ 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION a A BOLTON SIGN[G 2040 HIGH WAY I2 EAST EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) NO, I—D FOR ATE SHEET WILLMAR, MINNESOTA 56201 `_ of C I T Y n F GRAw yr3GL BH/B/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Mo4fAo OR I HERE BY CERTIFY THATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED p UNDE0. Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED LCH HE AT F DTA 10 �t�°/�W� Va I V I N �n r' 0 5 10 HORZ E i SCALE FEET �e M E N K EmailPWillmar@bolton-me k.com www.bolton-menk.com ` — JH/JK / �OW112i815 STREETSCAPE PLANS L1.13 Sam K 56go �+ f U I Qn/ 9/2023 lJ 1� 1 �o i� ENLARGEMENT STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AQ FREE STANDING BLOCK(g) `�:I►r► FREE STANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) • BLOCK (MESABI BLACK) © RETAINING WALL, THIGH Oj RETAINING WALL, V HIGH BLOCK [CARNELIAN) PLANTER POT - TYPE A, B, & C (BYOWNER, BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) QE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) CITY STANDARD BENCH (BYOWNER, N.I.Q BOULDERS QF AMPHITHEATER SEAT SQ BENCH SWING (BYOWNER, MIX) WALL BLOCK (CARNELIAN) O LOIS♦>>71�0 � �U ��l�l� �: STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION STREETSCAPE FURNITURE LEGEND: i VINE TRELLIS (BY OWNER), SEE SHEET L3.05 ENLARGEMENT: BLOCK 52 SIDEWALK iQ �,*Fic��rij.r.1�! ���p���L.�Ti���i�1�001�� `�:I►r► STREETSCAPE COUNTER TOP (ALTERNATED, • ' r __�u.ip a ����� X111 !�! IIID, �•EI 1b�71�� 'I�' �l�I�III � � ���a�lilll'O��w LITTER RECEPTACLE (BY OWNER, N.I.C) • • _ URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, w� � .0000100! • � ��i�•— Op00001�1��11�VA0 � ��0_000l1�0�1010l0t•�L N.I.Q A 'M ►O1lL�y// 1� 00 000001�00�00�O0010�001��0 M0SI000 ��1�1�001001 ♦ . I r CITY STANDARD BENCH (BYOWNER, N.I.Q SEE SHEET 1-3.14 SQ BENCH SWING (BYOWNER, MIX) • O LOIS♦>>71�0 � �U ��l�l� �: _Ol�. 111U2AV ��O SEE SHEET 1-3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.Q SEE .tj♦..1V_ ' ++1i. 0O1�1r ffi+•�►�l�iii'_rr�.`�r-lvl�i�oi�, ►tea. lol�p_o�olp�►�o 001100ppQ! Oi SHEET 1-3.03 gtg LVA LVAO�m�.— ♦� O TREE GUARD (ALTERNATE 2), SEE SHEET 1-3.06 ►0l�L� J�OItl�l�L � ♦ ♦ ��1�0�1 X000 ♦ ! 00!►Opl� ��1�01l1� ♦!!!!!!! •1�01�1��01�►�� � 1V� l�1�1�15l1-1�1�1�� 1�1�! ,. MEL vloo� roo1�1��♦ �� � v000l�io�o. ►�i�/.� • . � . Ipr ,�O1p�0001� OOt•!r0!\VOOOp00�-��OOOpOIp�l� !l000! !!l�%VkAIVA n INA �OOOOpOlOp� CU --VAMAN i ►� I i-IIISiD00!®1!l�01� ~� S� • , a� !!!!!_llv0sl!®lvli000l�l�l�l�lv0000l�il��l�l.. J a�001�00 �! 110 0!-0=V1T1�01����0001�170��1����-�01 �1,V0000 1�0000001�1��T 741 ��00! 7!, 000! � �1 •PROJECT ------------- ------------- !� ►!�� X00011 %Q �l�1�000a�00p� I r !�!� 'f ! OOOOOp���1�000i 'f (SHOWN O• • •O I)II ♦��1�1V1�1�1�1�1� �!Fri F 00101 r V1�1�1�l�1�1�1� 11�l�1l��1�1� ®� ENLARGEMENT: BLOCK 52 SIDEWALK iQ BIKE RACK (BYOWNER, N.I.Q ® STREETSCAPE COUNTER TOP (ALTERNATED, SEE SHEET 13.06 Q LITTER RECEPTACLE (BY OWNER, N.I.C) 9 4) URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, SEE SHEET 1-3.13 N.I.Q POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.I.Q SEE SHEET 1-3.14 SQ BENCH SWING (BYOWNER, MIX) ® POLE MOUNTED WAYFINDING SIGN, SEE SHEET 1-3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.Q SEE .tj♦..1V_ ' ++1i. 0O1�1r ffi+•�►�l�iii'_rr�.`�r-lvl�i�oi�, ►tea. lol�p_o�olp�►�o 001100ppQ! Oi SHEET 1-3.03 O TREE GUARD (ALTERNATE 2), SEE SHEET 1-3.06 ►0l�L� J�OItl�l�L � ♦ ♦ ��1�0�1 X000 ♦ ! 00!►Opl� 0 5 10 HORZ. SCALE FEET ENLARGEMENT: GATEWAY PLAZA II HERE OREDNDIERTRY T REICT SPER PISI IFI RNION, OR D THHT IREPORTWAS N DULY LICEN EDED H 1fHl I�If&EDTA S:3OLTON Sam K & MENK "D ru i On/ 2040 HIGH WAY 12 EAST CITU. OF cn/o WILLMAR, MINNESOTA 56201 r.H/Bl/EI Phone: (320) 231-3956 �iGMontice oEmail: Willmar@bolton-menk.com "JH/JIwww.bolton-menk.com PRO. Ro, MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS ENLARGEMENT SHEET L1, 14 .tj♦..1V_ ' ++1i. 0O1�1r ffi+•�►�l�iii'_rr�.`�r-lvl�i�oi�, ►tea. lol�p_o�olp�►�o 001100ppQ! Oi ►0l�L� J�OItl�l�L � ♦ ♦ ��1�0�1 X000 ♦ ! 00!►Opl� ♦!!!!!!! •1�01�1��01�►�� � 1V� l�1�1�15l1-1�1�1�� 1�1�! ,. MEL vloo� roo1�1��♦ �� � v000l�io�o. ►�i�/.� • . � . ,�O1p�0001� OOt•!r0!\VOOOp00�-��OOOpOIp�l� !l000! !!l�%VkAIVA n . • �OOOOpOlOp� --VAMAN i ►� I i-IIISiD00!®1!l�01� ~� S� • !!!!!_llv0sl!®lvli000l�l�l�l�lv0000l�il��l�l.. J a�001�00 �! 110 0!-0=V1T1�01����0001�170��1����-�01 �1,V0000 1�0000001�1��T 741 ��00! 7!, 000! FFV !�!�! kATAVX , 001'001V01� �OOa�� ►�001�000011. I O !� ►!�� X00011 %Q �l�1�000a�00p� I r !�!� 'f ! OOOOOp���1�000i 'f i ♦��1�1V1�1�1�1�1� �!Fri F 00101 r V1�1�1�l�1�1�1� 11�l�1l��1�1� r, t.w ohm" r ENLARGEMENT: GATEWAY PLAZA II HERE OREDNDIERTRY T REICT SPER PISI IFI RNION, OR D THHT IREPORTWAS N DULY LICEN EDED H 1fHl I�If&EDTA S:3OLTON Sam K & MENK "D ru i On/ 2040 HIGH WAY 12 EAST CITU. OF cn/o WILLMAR, MINNESOTA 56201 r.H/Bl/EI Phone: (320) 231-3956 �iGMontice oEmail: Willmar@bolton-menk.com "JH/JIwww.bolton-menk.com PRO. Ro, MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS ENLARGEMENT SHEET L1, 14 O A . ■ K o (3) RISERS CONCRETE ■� STAIR. TYPICAL OF (41. STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BYOWNER, N.I.Q$ O STREETSCAPE COUNTER TOP (ALTERNATED, (LIMESTONE) (MESABI BLACK GRANITE) SEE SHEET L3.06 Q LITTER RECEPTACLE (BY OWNER, N.I.C) (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH 9 O URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, BLOCK (MESABI BLACK) SEE SHEET L3.13 O N.I.Q BLOCK (CARNELIAN) WALL (MESABI BLACK) QE CONCRETE ADJACENT O POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.I.C) SEE SHEET L3.14 SO BENCH SWING (BYOWNER, N.I.C) ® POLE MOUNTED WAYFINDING SIGN, SEE SHEET L3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.Q SEE SHEET L3.03 7O TREE GUARD (ALTERNATE 2), SEE SHEET L3.06 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK GO FREE STANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, THIGH (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) QE CONCRETE ADJACENT O SALVAGED GRANITE STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 WALL (CARNELIAN) BOULDERS AMPHITHEATER SEAT SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), QF WALL BLOCK (CARNELIAN) 61 Ilk Mimi ft M►�►►� • VII ►�►.. .: • o�,� a p� �� i O �►�O '�►�►►4►:► 'GO►►.p�►►'4pp►►.►o0:y. p'�0.►0►pp►�►�►�v�►�►..►..r. .�.►�.v► ft, ON [LIM 31k EN •,Np4, "I;pMpp►�►p:!►p• ���►�►G►�►Gi �►'v4►► ►ppo► ►"►'Gil►�►'�.0►�►�►�/� _ (I,dl Il ��►�►�►�` 'i►►_ i►� ♦��t► 0111 C pGpvt►tINNaWE ►p;►T"tptpop"lptpptptp►p�. o► Opp►.. �►�III►.:19►.0►►► ► PEP 3 .►G►►-►.► WE LN rg i►►.OGw 1p p:'.►'.►�►p►p►.1 • 0 t►gyp►p►t►� �Np►p►pp►1►.�►►► .►t►p�pp►.►�►�►A1►►�►�ptl —� ap �. *� �-' VIE .►.►iii v ►p►,1F R: ► ►� ') ® .�► o a ov.► .►v- �:►�OiIN iiiii.i 0�►4G�v►� ii��ii 'Q'Tcv --� O\.��► DECORATIVE •17— TO.C. EACH WAY, SEE ■ ■■® SHEET L3.02 ■ �i0 "M MEWN M roe]w_-1 a ■ NNO, IE HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN" RY C, UNDE0. Y 0.ECS5 PER I51 ANDTHATI ADULY LICENSED 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 5 10 LA D� cH HP AT P ora. CITY C] F DRAW �/.J� BOLTON N WILLMAR, MINNESOTA 56201 `_ . oR /r- `0 C�1� A BOLTON n 1(� %� 'BH DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L1.15 5o HORZ EmailPWillmar@bolton-me k.com Molltl\. o a,ECR / STREETSCAPE PLANS i SCALE FEET ^� E—NO, Sam K 56go L+ rU Q I ai/19/2.23 �e M E N K www.bolton-menk.com i� �J 1i7 wowlizisls ENLARGEMENT 004 x 0 d D d D d d p D d d a D 9.5' mh . ° d 7.2' . D • ;d (10) RISER CONCRETE STAIRS, SEE SHEET L3.02 O O O b D w G 8 • _E�E7LE�ETE— STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BY OWNER, N.LC) 8 O STREETSCAPE COUNTER TOP (ALTERNATED, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH SEE SHEET L3.06 Q LITTER RECEPTACLE (BY OWNER, N.LC) (D RETAINING WALL, V HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH 9 O URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, O SALVAGED GRANITE SEE SHEET L3.13 BOULDERS N.I.C) WALL BLOCK (CARNELIAN) Sam K Sig- ru Q i an,1/2023 wEowiizisls O POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.I.CJ SEE SHEET L3.14 50 BENCH SWING (BYOWNER, N.I.CJ © POLE MOUNTED WAYFINDING SIGN, SEE SHEET L3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.C) SEE SHEET L3.03 70 TREE GUARD (ALTERNATE 2), SEE SHEET 1-3.06 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREESTANDING BLOCK GO FREESTANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH (D RETAINING WALL, V HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) EO CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS OF AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) Sam K Sig- ru Q i an,1/2023 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r ----i 1 ---- 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 mo POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEE' SPECIAL SURFACE TREATMENT (SANDBLAST FINISH) 0 0 b � - 0 ° ° b• o ° o ° o ° o ° ° ° o ° - 0 0 0 ° o • • X • I I • I •I I I I I• I I� I I � I I I I MA d O • • • • IRRIGATION CABINET, r d SEE I SHEETS Q d.. r D d . U D.dK� D d D d - .D pd. d' D d D d D d D ti A d d p p A J D d' D d d « < GG – GG GG GG GG GG GG D _- D I — d d h d _J r r\ r N ry () $ 10 5o HORZ FEET SCALE % i = I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED p UNDE0. Y 0.ECTS PER ISI ANDTHATI ADULY LICENSED LCH HE AT F DTA 10 �°/�W�y� E I V I //AA�'�I 99 BOLTON & MEN K 2040 HIGH WAY I2 EAST WILLMAR, MINNESOTA $6201 EmailPWillmar@bolton-me k.com www.bolton-menk.com C I T Y n F `_ yr3GL Mo4fAo of SISND) NO, EH/BJ SSU11 FOR .11 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 1-1.16 bRAw BH/B/EH/PA .ECKEb1H/JK DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS ENLARGEMENT Sam K Sig- ru Q i an,1/2023 wEowiizisls I cmc c �t P Pe 030 30-30-30—]0— P II• ' N �e. e e e• a ' 30 30 OF — OF — OF OF p OF OE OE OF OF OF - J I W W W � H � LL BROADWAY STREET W (CSAH 75) (1)AR2 y y L — _ Vvy vy y v Yy � y I li� A P d . P P; P ,b NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE P ' N �e. e e e• a ' 30 30 OF — OF — OF OF p OF OE OE OF OF OF - J I W W W � P' � LL I 'LL BROADWAY STREET W (CSAH 75) ,P I BROADWAY STREET W (CSAH 75) (1)AR2 y y L — _ Vvy vy y v Yy � y I li� A P d . P P; P ,b NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE ' N e e e• a ' 30 30 OF — OF — OF OF OF OF OE OE OF OF OE OE OF OF OF - J I W W W � � LL I 'LL BROADWAY STREET W (CSAH 75) I I LL '(1) I (1) Uv (1)UV (1) AR2 AR2 vY Y y.y y Y y y 1 y y Y Y y vr. I I O � � J I C W N �s - 0 10 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI ANDTHATI &&&&&LICENSED IAD P RCH H'E�A,,�'' AT F SOT&. �J(�` 2040 HIGHWAY I2 EAST gQ LTO N WILLMAR, MINNESOTA 56201 � riiiAoc"EU."17i 1G ° NcE"/Bl ISSU"FOR —1 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET °qB BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 IVIDn CHICKEI EOJH/1K L2.01 PLANTING PLANS FEET - & M E N K Email: Ww.bol@bolton-menk.com www.bolton-menk.com Sam . K /'� ru i 1.6n9/2023 sls BROADWAY STREET W CSAH 75 I � M OE — of — OE OE — � OE OE --- - • — VF OE OE OE T OE — OEC OE I A A z /' I BROADWAY STREET W (CSAH 75) I 1y�L.yyy.y.Yyy. ry L y y NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE ' o to zo I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RE S PE ISI ANDTHATI ADULYLICENSED IA 0 RCH HE AT F SOTA. �°��` 2040HIGHWAY12EAST O LTO N WILLMAR, MINNESOTA 56201 I T Y O F ' SIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 Mont1L�ll� CHECKED JH/JK L2.02 PLANTING PLANS SCALE FEET M E N K Email: Willmar@bolton-menk.com am .K /'� —00ru i cLlEowiizisls ' ± www.bolton-menk.com >= l.On9/2023 BROADWAY STREET W CSAH 75 5 I A: i.p ,—D-90 30-3D-30-30-30-30— 30 30- 1 ^ � I BROADWAY STREET W (CSAH 75) 11 A W C N n \\ NOTE: �1\ SEE SHEET L2.13 FOR PLANTING SCHEDULE e� 35 ;� O 1O 20 I HEREBY CERTIFY THATTHIS PIAN, SPEORCATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER I51 AND THATI ADULY LICENSED IAD P RCH HE AT F SOTA. � Nyw� H &yN vpv� g0 LTO N I♦ri6J 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA ST CITY T Y O F `_ slcN[R EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET D—R BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. 0& Phone: (320) 231-3956 N�anticella CHICK" `HECK L2.03 SCALE FEET Sam . K � M E N K EmailWWi�I PLANTING PLANS rub [o /19/zOz3 bolton-menkmeonnk.com owiizisls BROADWAY STREET W CSAH 75 O ' BROADWAY STREET W (CSAH 75) -111-I 1 M (22) EP 1791 cP (28) EPS -- SOILS AND CONTAINER PLANTINGS BY OWNER I x(11) RH NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE ;� 0 10 20 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI ANDTHATI &&&&&LICENSED IAD P RCH HE AT F BDTA. ypc� y� vI 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 g O LTO N CITY CJ f nioncu EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET oR'BH BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT e o HORZ.MRSW%iiimi Phone: (320) 231 -men Monti flo cNECR c�JH/1K L2.04 PLANTING PLANS ? SCALE FEET - & M E N K Email: w.lb lton-men-menk.com www.bolton-menk.com Sam . K r i e�n9/2023 owii27815 BROADWAY STREET W CSAH 75 a■■11 \\ NOTE: �1\ SEE SHEET L2.13 FOR PLANTING SCHEDULE e� 35 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED :� BY OR UNDER Y RECTS PE I51 ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 10 20 IA D RCH HE AT F SDTA. g O LTO N T Y C1 F DRAwN y��F �A�2� l�W1� WILLMAR, MINNESOTA 56201 � BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 Mont CHECKED SCALE FEET EDJH/1K PLANTING PLANS L2.05 - Sam . K /'� �e M E N K Email: Willmar@bolton-menk.com 0.a� ru c i l.On9/2023 w .bolton-menk.com _ alEowiizisls BROADWAY STREET W CSAH 75 00�_ +► �i�e _ r� �I I�,000�`eeL 00 , . low , g I.s+'+•T�• VL :¢:....{9.Io00°7 �1171 13) � F a''p� �' .a 600 � eOv OOdIQD a�OV Ike I K♦ w.-�1... 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Phone: (320) 231-3956 Mont CHECKED SCALE FEET EDJH/1K PLANTING PLANS L2.05 - Sam . K /'� �e M E N K Email: Willmar@bolton-menk.com 0.a� ru c i l.On9/2023 w .bolton-menk.com _ alEowiizisls BROADWAY STREET W CSAH 75 0 06%I'VE ONE �►�MIVE �� . ...... . .. ME _ao^o� r0 060'�p� .. .. � CoO} °Oa_Oo'_ui'Oo 'mT, c ycr v( ° of :?. F•• :..':•.;•.•: .:I. 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Phone: (320) 231-1116CHECKED ' J Mont�c oJH/JK �2.�6 PLANTING PLANS SCALE FEET EailWiI -ltonkmnk.com & MENK Wboltonmencon ap ru Va-s CLIENT W1127815 BROADWAY STREET W CSAH 75 SEE SHEET L2.06 / I vii s V ��a 9 n i V n - n a m v n (10) DP ❑ >� (1 GI I n S — V � (6) SA .y 1 1 1 1 v ^ v v n OEC 0,• -OE-OE OE-(OEOE w1I OEOE O GE E , JJ I A y �(7 sf) XC (22) CK JJ\ v —(8) EP —(13) SN — (20) AH << PINE STREET n A —>—>—>—>—>—>—>—> >I SEE SHEET L2.06 y, s NOTE: �® SEE SHEET L2.13 FOR PLANTING SCHEDULE e� 35 ti 0 10 20 o HORZ. HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OR UNDER Y RECTS PE I51 ANDTHATI ADULY LICENSED IAD 0.CH HE AT E SOTA, y �Ay�°ly� �V L V �7G I V I A n IIII1 \ g O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 c r r O s• DESIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT a = / 1 �e M E N K Email: Willmar@bolton-menk.com www.bolton-menk.com �nti�ello CHECKED 1DH JK / CLIENT PRO. L2 07 PLANTING PLANS Sam .K :190t- 1 u 1.66/l9/2023 >= 'i PINE STREET ?l ►oe_ei�ri -, L M i (2�4.. (2):k$ 0 (7:)AN:. (1`.):A... (2: R Vi i I I I p ' a 30 ]O 30-30-3 3 . <D 3o-30 -----_--_-- I�3D -- 3030-30--30- 30 30 30 30-30 30-30 30-30 300 30 30- E ­ - < (1) GD C N ..... ........ .............. ............ o N NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE Cti � O lO 2O c W HORZ. = SCALE FEET >� I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI ANDTHATI ADULYLICENSED a 0 P RCH HE T f&SOTA. y �A yam° V VGA I� 2040 HIGHWAY I2 EAST X30 LT N wILLMAR, MINNESOTA 56201 \ Phone: (320) 231-3956 & M E N K Email:ww.bolton-menk.com com www.bolton-menk.com C I T Y � F montlC�lla EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET I `2. 10 Rgyyry BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT PLANTING PLANS RIVER STREET Cx[V,•✓ ORE�1�H 1�K / Sam .K /'� ru i 1.6n9/2023 awlizisls :101 r r• U(3) "(L5H(15) DP11 (1)AG � "mm b NO IPA hgo'l % IN mo 'Wr=0 SO -A k -PLANT SCHEDULE OVEPALL OVERST(O,RYY�TR,�EES CODE CITY BOTANICAL NAME COMMONNAME SIZE CONTAINER HABIT/FORM } • 5 GP 21 GINKGO BIL.BA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5' CAL. B&B CAREX PENSYLVANICA COMMON OAK SEDGE GI 13 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE' SKYLINE@ HONEY LOCUST 2.5'CAL. B&B FOX SEDGE #1 CONT. GO 11 GYMNOCLADUS DIOICA'ESPRESSO' KENTUCKY COFFEETREE 2.5'CAL. B&B #1 CONT. ��µw�„y �•�'1\ {//`•—��} PS 3 PINUS STROBES WHITE PINE 8'HT. B&B 18" O.C. • )"'•+ \'-\.'✓F/ OB 2 QUERCUS BICOLOR SWAMP WHITE OAK 2.5'CAL. B&B OSS QE 12 QUERCUS X'CRIMSCHMIOT' CRIMSON SPIRETM OAK 2.5'CAL. B&B 0 UP 2 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM 2.5' CAL. B&B CITY V UV 4 ULMUS AMERICANA' VALLEY FORGE VALLEY FORGE AMERICAN ELM 2.5' CAL. B&B ALLIUM TANGUTICUM'SUMEMR BEAUTY' ORNAMENTAL ONION UE 6 ULMUS DAVIDIANA JAPONICAMORTON' ACCOLADE@ELM 2.5"CAL. B&B NARROW LEAF BLUE STAR UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMONNAME SIZE CONTAINER HABIT/FORM 12" O.C. AR2 9 ACER RUBRUM'RED ROCKET RED ROCKET MAPLE 1.5" CAL. B&B 24" O.C. v AR 5 ALNUS INCANA RUGOSA SPECKLED ALDER 7' HT. B&B MULTI -STEM OAG 173 11 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 7' HT. B&B MULTI -STEM 25 BE 4 BETULA PLATYPHYLLA'FARGO' DAKOTA PINNACLE@ ASIAN WHITE BIRCH 1.5" CAL. B&B 157 // l\�Y../!/ \py-•�1\ CN 8 CARPINUS CAROLINIANA'JFS-KW6' NATIVE FLAME@ AMERICAN HORNBEAM 1.5" CAL. B&B IRIS VERSICOLOR BLUE FLAG SI 3 CORNUS ALTERNIFOLIA PAGODA DOGWOOD 7' HT. B&B MULTI -STEM CONIFEROUSSHRUBSCODE 12" O.C. QTY BOTANICAL NAME COMMONNAME SIZE SPREAD HEIGHT f 3 `��'www✓✓✓"'"' CD 8 CHAMAECYPARIS PISIFERA'DOW WHITING' SOFT SERVE@ SAWARA CYPRESS 45 CONT. 60" O.C. 36" O.C. 10 BA 71 JUNIPERUS x FREE ERIANA'SEA GREEN' SEA GREEN JUNIPER 45 CONT. 48"0. RH TT 14 TAXES X MEDIA TAUNTONII' TAUNTON'S ANGLO-JAPANESE YEW 45 CONT. 42"O.C. DECIDUOUSSHRUBS CODE OTY BOTANICAL NAME COMMONNAME SIZE SPREAD HEIGHT SEDUM X'AUTUMN FIRE' CM 15 CORNUS RACEMOSA'MUSZAM' MUSKINGUM@ GRAY DOGWOOD 42 CONT. 48"O.C. STACHYS BYZANTINA'HELENE VON STEIN' (`O'� ( } CS 25 CORNUS SANGUINEA ARCTIC SUN DOGWOOD 42 CONT. 48" O.C. BOWLES BLUE PERIWINKLE ODL 12"D.C. 35 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE 42 CONT. 48"O.C. SIZE 0 HV 5 HAMAMELIS VIRGINIANA COMMON WITCH HAZEL 45 CONT. 72" O.C. 24" O.C. •may`°- HA 11 HYDRANGEA ARBORESCENS'ANNABELLE ANNABELLE HYDRANGEA 42 CONT. 48"O.C. ®a j + )✓ HJ 12 HYDRANGEA PANICULATA'JANE' LITTLE LIME@ PANICLE HYDRANGEA 42 CONT. 48" O.C. CODE ORG BOTANICAL NAME 29 RHUS AROMATICA'GRO-LOW' GRO-LOW FRAGRANT SUMAC 42 CONT. 60" O.C. 139 ORS GLOBE ALLIUM F DAFFODIL MIX (SEE NOTES) 10 RHUS TYPHINA'BAILTIGER' TIGER EYES@ STAGHORN SUMAC 45 CONT. 48"O.C. DECORATIVE ROCK MULCH OSO - 169 SOR.ARIA SORBIFOLIA'SEM' SEM ASH LEAF SPIREA 42 CONT. 42" O.C. OSK 11 SPIRAEA MEDIA'SMSMBK' BLUE KAZOO@ DOUBLE PLAY@ SPIREA 42 CONT. 36" O.C. - GRASSES CODE CITY BOTANICAL NAME COMMONNAME SIZE SPREAD 0 CK 123 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONT. 24" O.C. OCP 531 CAREX PENSYLVANICA COMMON OAK SEDGE #1 CONT. 12" O.C. V CF 356 CAREX VULPINOIDEA FOX SEDGE #1 CONT. 18" O.C. DP 232 DESCHAMPSIA CESPITOSA VIXIE FOUNTAIN' PIXIE FOUNTAIN TUFTED HAIR GRASS #1 CONT. 18" O.C. PH 34 PANICUM VIRGATUM'SHENANDOAH' SHENANDOAH SWITCHGRASS #1 CONT. 18" O.C. 0 PAH 101 PENNISETUM LOPECUROIDES 'HAMELN' DWARF FOUNTIAN GRASS #1 CONT. 30" O.C. OSS 212 SCHIZACHYRIUM SCOPARIUM'STANDING OVATION' STANDING OVATION LITTLE BLUESTEM #1 CONT. 24" O.C. OSH 171 SPOROBOLUS HETEROLEPIS'TARA' TARA PRAIRIE DROPSEED #1 CONT. 24" O.C. PERENNIALS CODE CITY BOTANICALNAME COMMONNAME SIZE SPREAD AH 28 ALLIUM TANGUTICUM'SUMEMR BEAUTY' ORNAMENTAL ONION #1 CONT. 18" O.C. /® L J AH2 32 AMSONIA HUBRICHTII NARROW LEAF BLUE STAR #1 CONT. 24" O.C. QAV 70 ASTILBE CHINENSIS'VISIONS' VISIONS CHINESE ASTILBE #1 CONT. 12" O.C. O AD 20 ASTILBE JAPONICA'DEUTSCHLAND' DEUTSCHLAND JAPANESE ASTILBE #1 CONT. 24" O.C. 0 EP 223 ECHINACEA'PRAIRIE SPLENDOR' PRAIRIE SPLENDOR CONEFLOWER #1 CONT. 18" O.C. 0 HL 173 HEUCHERA X'LIME MARMALADE' LIME MARMALADE CORAL BELLS #1 CONT. 12" O.C. OHA2 25 HOSTA X'BLUE ANGEL' BLUE ANGEL HOSTA #5 CONT. 72" O.C. IS 157 IRIS GERMANICA'BEVERLY SILLS' BEVERLY SILL BEARDED IRIS #1 CONT. 24" O.C. V IV 87 IRIS VERSICOLOR BLUE FLAG #1 CONT. 24" O.C. OLS 72 LIATRIS SPICATA'KOBOLD' KOBOLDBLAZING STAR #1 CONT. 12" O.C. ONF 143 NEPETA X FAASSENII'CATSPAJAMAS' CAT'S PAJAMAS CATMINT #1 CONT. 18" O.C. QPN 55 PEROVSKIA ATRI PLICI FOLIA 'BLUE JEAN BABY' BLUE JEAN BABY RUSSIAN SAGE #1 CONT. 36" O.C. OPJ 60 POLYGONATUM ODORATUM VAR. PLURIFLORUM'VARIEGATUM' VARIEGATED SOLOMON'S SEAL #1 CONT. 18" O.C. RH 78 RUDBECKIA X'AMERICAN GOLD RUSH' AMERICAN GOLD RUSH BLACK-EYED SUSAN #1 CONT. 18" O.C. OSN 442 SALVIA NEMOROSA'MAINACHT' MAYNIGHT SALVIA #1 CONT. 18"D.C. 0 SA 286 SEDUM X'AUTUMN FIRE' AUTUMN FIRE SEDUM #1 CONT 18" O.C. OSY 37 STACHYS BYZANTINA'HELENE VON STEIN' GIANT LAMB'S EAR #1 CONT. 18" O.C. OVB 20 VINCA MINOR'BOWLES BLUE' BOWLES BLUE PERIWINKLE #1 CONT. 12"D.C. VINES CODE QTY BOTANICAL NAME COMMONNAME SIZE SPREAD CS2 4 CELASTRUS SCANDENS AMERICAN BITTERSWEET (BY OWNER) #1 CONT. 24" O.C. •may`°- CV 3 CLEMATIS VIRGINIANA VIRGINS BOWER (BY OWNER) #1 CONT. 12"O.C. ®a CS3 2 CLEMATIS X JACKMANII'SUPEREIN JACKMAN CLEMATIS (BY OWNER) #1 CONT. 12" O.C. GROUND COVERS CODE QTY BOTANICAL NAME COMMONNAME TYPE BLE 139 BULB MIX GLOBE ALLIUM F DAFFODIL MIX (SEE NOTES) BULB n. XC 134 SF DECORATIVE ROCK MULCH 3- DEPTH, (SEE SPECIFICATIONS 32-93-00) - TS 10,211 SF MN DOT TURF SEED MIX (SEE SPECIFICATIONS 32-93-00) - -:. TL 1,763 SF SHOOTING STAR NATIVE SEEDS POLLINATOR MIX (SEE SPECIFICATIONS 32-93-00) - BULB MIX NOTES: BULB MIXTURE COMPONENTS ARE EVEN RATIO OF THREE SPECIES LISTED, RANDOMIZE AND SCATTER TO NATURALIZE WITHIN PENNSYLVANIA SEDGE MASSINGS IN LANDSCAPE MEDIANS. COMPONENTS: ALLIUM CAERRULEUM, BLUE GLOBE ALLIUM, ALLIUM X'PURPLE SENSATION', PURPLE SENSATION ORNAMENTAL NARCISSUS POETICUS, POETS DAFFODIL. SPREAD 24" O.C. NATIVE SEED MIX NOTES: INSTALL NATIVE SEED MIX IN COMPLIANCE WITH MNDOT SPECIFICATION SECTION 23 92 00 AND MNDOT SEEDING MANUAL GUIDELINES FOR NATIVE GRASSES AND FORBS. PROVIDE SUBMITTAL DOCUMENTS AS SPECIFIED FOR APPROVAL PRIOR TO INSTALLATION. SEE SWPP SHEETS FOR TURF SEEDING INSTRUCTIONS. BY OWNER + BASE BID NOTES: ALL VINES FOR THE VINE TRELLIS ARE "BY OWNER" AND ARE NOT INCLUDED IN BASE BID. ALL OTHER PLANTINGS ARE TO BE INCLUDED WITHIN BASE BID. I HEREBY CERTIFY THAT THIS BaYaD ORP UNDRCERH Y SAN, S�VPEwC�IFI�CJATTIHOGNI, O/lAR'T REPORT n9 /20PREPARED n SHEET CREBLIENSED 2040HIGHWAY I2EAST EH/BMONTICELLO, MINNESOTA SP 8605-59 (TH 25) V�HP SDTA. WILLMAR, MINNESOTA 56201 HB/EH/PAgpLTONPhone: (320) 231-3956BDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHICK" Email: Willmar@bolton-menk.com 1H/1K PLANTING PLANS L2.1 3�MENK www.bolton-menk.com N DK ruSl..mNiR�io- iiAoll OW1 PLANTING SCHEDULE NOTES: 1. O.C. TRIANGULAR PLANT SPACING PER PLANS 2. AREAS IDENTIFIED ON PLANTING PLAN AS O.C. SHALL BE TRIANGULAR SPACED 3. SEE PLANTING PLAN/SCHEDULE FOR SPECIES PERENNIAL PLANT SPACING SCALE: N.T.S. 3" THICK MULCH (INCIDENTAL), AS SPECIFIED CURB AND GUTTER OR COLORED CONCRETE WARNING STRIP PAVING PER PLAN SET ROOTBALL ON COMPACTED SUBGRADE, ALLOW FOR STRUCTURAL SOIL ALL SIDES 3" DEPTH MULCH AS SPECIFIED, KEEP MULCH CLEAR OF PLANT STEM AS SHOWN PLANTING SOIL —STRUCTURAL SOIL PERENNIAL PLANTING AT STRUCTURAL SOIL L SCALE: N.T.S. L2•• PLANTING SOIL CONCRETE WALK PER PLAN ;UBGRADE %NS BACKFILL PLANTING SOIL 3'0 METAL EDGE RING, SEE SPEC.— NCIDENTAL TO POROUS PAVEMENT POROUS PAVEMENT— 3" DEPTH MULCH AS SPECIFIED, KEEP MULCH CLEAR OF PLANT STEM AS SHOWN PLANTING SOIL —SUBGRADE r i # O.C. SPACING PER ROOT BALL DIAMETER 3 PERENNIAL PLANTING TYP. SCALE: N.T.S. 3" DECORATIVE ROCK MULCH —STRUCTURAL SOIL —SUBGRADE 4 PLANTING EDGE AT PAVEMENT SCALE: N.T.S. SHREDDED HARDWOOD MULCH, 3" DEPTH HAND DUG TRENCH AT WALK EDGE PLANTING SOIL NOT CUT LEADER I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED eiane� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED � 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SOTA. g p LTO N CIji�no D—N yiw�� �A�f& A WI2040 H MINNESOTA 56201V L V I V I\ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTL3.�1 �e MENK Phone: r@b 231 -men onCHECKED - Sam . K of Email: Willmar@bolton-menk.com EDJH/1K Sam iJ�oi� fU� l(Iile/2.28 www.bolton-menk.com TPRDI.NO. STREETSCAPE DETAILS n OWu2791S a STRUCTURAL SOIL EXTENTS PER PLAN SEE PLANS FOR EXTENTS OF STRUCTURAL SOIL �f i1 STREET TREE PLANTING AND STRUCTURAL SOIL GATEWAY PLAZA TREE PLANTING IN POROUS PAVEMENT v SCALE: N.T.S. SCALE: N.T.S. NYLON STRAP GUY ASSEMBLY 1. ALL TREES TO BE PROTECTED AND PRESERVED SHALL BE PER 7. WATERING OF PROTECTED TREES IN WHICH DETAIL. GROUPING OF MORE THAN ONE TREE MAY OCCUR. ROOTS WERE CUT SHALL BE PROVIDED BY THE CONTRACTOR. RESTRICTED ZONE 2. TREES TO BE PROTECTED AND PRESERVED SHALL BE IDENTIFIED ON THE TRUNK WITH WHITE SURVEY TAPE. 8. AUGER TUNNELING RATHER THAN TRENCHING WOOD STAKE NOTCHED OR SHOULD BE USED FOR UTILITY PLACEMENT DRILLED FOR GUY WIRE. 3. TO PREVENTTREE ROOT SMOTHERING, SOIL STOCKPILES, WITHIN DRIP LINE OF TREE. r USE 3 GUY ASSEMBLIES FOR SUPPLIES, EQUIPMENT OR ANY OTHER MATERIAL SHALL NOT BEEVERGREENS PLACED OR STORED WITHIN ATREE DRIP LINE OR WITHIN 15 FEET 9. FENCING MATERIAL SHALL ENCIRCLE ANY TREE c w r ZONE 2 ZONE 1 OF A TREE TRUNK, WHICHEVER IS GREATER. WHOSE OUTER DRIP LINE EDGE IS WITHIN 20 zT= ' 4" TREE WRAP ON Trunk Protection Branch Protection FEET OF ANY CONSTRUCTION ACTIVITIES. o = DECIDUOUS TREES REQUIRED IF WHEELED PROTECT LOWER 4. TREE ROOTS SHALL NOT BE CUT UNLESS CUTTING IS ROOT FLARE OF TREE CONSTRUCTION EQUIPMENT BRANCHES OF TREE UNAVOIDABLE. 10. FENCING MATERIAL SHALL BE BRIGHT, INVOLVED WITHIN 10' OR LESS CANOPY. CONTACT CONTRASTING COLOR, DURABLE, AND A 3" MULCH DEPTH, PULLBACK OWNER IF ANY 5. TRENCHES SHALL BE HAND DUG WITHIN THE DRIP LINE IN AREAS MINIMUM OF FOUR FEET IN HEIGHT. 4" FROM TREE TRUNK PRUNING IS NEEDED WHERE ROOTS TWO INCHES IN DIAMETER AND GREATER ARE FINISH GRADE PROVIDE SNOW FENCING 0 PRESENT, OR WHEN IN CLOSE PROXIMITY TO LOW BRANCHING 11. FENCING MATERIAL SHALL BE SET ATTHE DRIP °moo EQUAL AT DRIPLINE (MIN.) TREES. WHENEVER POSSIBLE, ROOTS TWO INCHES OR GREATER LINE OR 15 FEET FROM TREE TRUNK, — // // IN DIAMETER SHALL BE TUNNELED OR BORED UNDER AND SHALL BE COVERED TO PREVENT DEHYDRATION. WHICHEVER IS GREATER, AND MAINTAINED IN AN UPRIGHT POSITION THROUGHOUT THE I PLANTING SOIL DURATION OF CONSTRUCTION ACTIVITIES. I 6. WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT —REMOVE TOP 1/3 OF WIRE BASKET SHALL BE MADE TO AVOID SHREDDING OR SMASHING. ROOT 12. ANY GRADE CHANGES (SUCH AS THE REMOVAL _ MIN. 2X ROOT BALL DIA. —T AFTER TREE IS IN THE PIT. CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. WHENEVER OF TOPSOIL OR ADDITION OF FILL MATERIAL) I I I—I I I REMOVE TWINE, PULL BURLAP ZONE 3 POSSIBLE, TREE ROOTS SHOULD BE CUT BETWEEN LATE FALL AND WITHIN THE DRIP LINE SHOULD BE AVOIDED FROM TREE TRUNK Root Protection BUD OPENING, WHEN ROOT ENERGY SUPPLIES ARE HIGH AND FOR EXISTING TREES TO REMAIN. RETAINING =I I= I I I—I I I VARIES PER TREE SIZE CONDITIONS ARE LEAST FAVORABLE FOR DISEASE CAUSING WALLS AND TREE WELLS ARE ACCEPTABLE I— —NOTE: SETTOP OF ROOT BALL EXTENDS FROM DRIPLINE TO DRIPLINE AGENTS. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY TO ONLY WHEN CONSTRUCTED PRIOR TO GRADE 1" TO 2" ABOVE SURROUNDING PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL CHANGE. FINISH GRADE OR BURLAP AND KEPT MOIST. —STAKE AND GUY ONLY IF REQUIRED EXISTING TREE PROTECTION TREE PLANTING 7 8 N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED eiane� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED � 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SOTA. g p LTO N CIji�no D—N yiw�� �A�f& A WI2040 H MINNESOTA 56201V L V I V I\ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTL3.�1 �e MENK Phone: r@b 231 -men onCHECKED - Sam . K of Email: Willmar@bolton-menk.com EDJH/1K Sam iJ�oi� fU� l(Iile/2.28 www.bolton-menk.com TPRDI.NO. STREETSCAPE DETAILS n OWu2791S NOTE: DECORATIVE TOOLED PATTERN TO BE INCIDENTAL TO CONCRETE SEE CONCRETE PAVEMENT (C) ON C1.04 FOR PAVEMENT SECTION DETAIL SAWCUT CONTROL JOINTS @ 2-3' O.C., _ ALIGNED WITH TOOLED GROOVES 1/2" WIDE X 1/4" DEEP TOOLED GROOVES @ 3" O.C., PERPENDICULAR TO WARNING BAND EDGE, SIMILAR TO EXAMPLE IMAGE AT RIGHT, TYPICAL o. u u � a I TYP a ° ° ° a 3 8" COLORED CONCRETE WARNING BAND SCALE: N.T.S. NOTE: POROUS PAVING SHALL BE FILTERPAVE OR APPROVED EQUAL. SEE SPECIFICATIONS www.filterpave.com Kevin@filterpave.com 573-881-1133 ppcmcbee@gmaii.com POLY -SURFACE OVERCOAT CHOKER COURSE (INCIDENTAL), 1., 3„ PLANT BED 4 -8 CLEAN, CRUSHED AGGREGATE SUPPORT LAYER (INCIDENTAL), 81, METAL EDGE - COMPACTED AGGREGATE (INCIDENTAL), SEE SPEC N i Z g SUBGRADEMATERIALVARIES, 6 -' SEE LANDSCAPE PLANS POROUS PAVING SCALE: N.T.S V ISOLATION JOINT MATERIAL. ISOLATION JOINT MATERIAL TO BE 3/4" POLYETHYLENE, NOTES: CLOSED CELL BACKING. JOINT SEALER TO BE COMPATIBLE W/ EXPANSION JOINT 1. CONTRACTOR SHALLVERIFY ALL MEASUREMENTS ON THE MATERIAL. COLOR TO BE ALUMINUM GRAY. ALL MATERIALS TO BE INSTALLED AS PER HANDRAILS FOLLOWING CONSTRUCTION OF STAIRS AND MANUFACTURERS RECOMMENDATION. SUBMIT MATERIAL SAMPLES AND TECHNICAL 0 4'-6" MIN, 6'-0" MAX. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL DATA TO OWNER REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION a BETWEEN HANDRAIL EXISTING BUILDING LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL c SUPPORT POSTS, TYP. 1/z' WIDE EXPANSION JOINT, W/ CONCRETE SIDEWALK 3" T-6" 3 1/2" 4. REFER TO GRADING PLAN FOR TOP OF STAIR AND Ti I O LENS SEALER. INCIDENTAL SCORE JOINTS, 1/8" WIDE, 1/3 DEPTH OF CONCRETE M BOTTOM OF STAIR ELEVATIONS TCONCRETE T O CONCRETE WALK (3' O.C. DECORATIVE SCORING AT WALNUT STREET ° 8 CONCRETE WALK AND BASE FAMILY PATH SHALL BE 1/4" WIDE) HOT DIP GALVANIZED STEEL PIPE ° 10'-0" 8" CONC. SLAB. SEE PLAN -1 a ALIGN W/CONTROL o HANDRAIL, 1-1/2" OUTSIDE DIAMETER FOR REINFORCEMENT. a ° 1 1 JOINT PATTERN #4 DOWEL @ 12" O.C. #4 HORZ. CONT. @ 12 O.C. ~ #4 REBAR @ 12" O.C.E.W. a #4 TIE, TYP. #4 VERT. @ 12" O.C. W/ a - I � 116" 1/2"R ON NOSING OF TREAD NOTE: REFER TRING TTERN CONIC PIER. (6) - #6 STANDARD HOOKS F P PLANS FOR SCORING PATTERN LONG. BARS AND #4 TIES _ a -III III 111111 II I I- SLOPE TREADS @ 1% TYPICAL � AND LOCATIONS OF INTEGRAL @ 1z" OC. TYP. #3 EPDXY COATED REBAR � 31/2" CORE DRILL AND EPDXY HANDRAIL 1=1 1=1 1-1 1=1 1=1 1=1 1=1 1=1 1=1 - COLORED CONCRETE INTO STAIR, 6' EMBED DEPTH, TYPICAL A #3 @ 2'-0" EPDXY COATED \ REBAR 3" MIN. COVER 1=1 T EXPANSION JOINT W/ SEALANT o b_ ✓ i ._ i ._ i 8" CONIC SLAB. #4 BARS @ 10" #4 HORZ. CONT. @ 8" O.C. CONCRETE WALK CONCRETE SIDEWALK AT BUILDING 1 2 SIDEWALK JOINTING *1'-011* —I d - #4 DOWEL 12" O.C. AREA DENOTES MAXIMUM DIMENSIONS OF SCULPTURAL SCALE: N.T.S. SCALE: N.T.S. m TOP VIEW 6" AGGREGATE BASE, 11 SCREEN WALL (BY OTHERS) NOTE: DECORATIVE TOOLED PATTERN TO BE INCIDENTAL TO CONCRETE SEE CONCRETE PAVEMENT (C) ON C1.04 FOR PAVEMENT SECTION DETAIL SAWCUT CONTROL JOINTS @ 2-3' O.C., _ ALIGNED WITH TOOLED GROOVES 1/2" WIDE X 1/4" DEEP TOOLED GROOVES @ 3" O.C., PERPENDICULAR TO WARNING BAND EDGE, SIMILAR TO EXAMPLE IMAGE AT RIGHT, TYPICAL o. u u � a I TYP a ° ° ° a 3 8" COLORED CONCRETE WARNING BAND SCALE: N.T.S. NOTE: POROUS PAVING SHALL BE FILTERPAVE OR APPROVED EQUAL. SEE SPECIFICATIONS www.filterpave.com Kevin@filterpave.com 573-881-1133 ppcmcbee@gmaii.com POLY -SURFACE OVERCOAT CHOKER COURSE (INCIDENTAL), 1., 3„ PLANT BED 4 -8 CLEAN, CRUSHED AGGREGATE SUPPORT LAYER (INCIDENTAL), 81, METAL EDGE - COMPACTED AGGREGATE (INCIDENTAL), SEE SPEC N i Z g SUBGRADEMATERIALVARIES, 6 -' SEE LANDSCAPE PLANS POROUS PAVING SCALE: N.T.S V NOTES: 92" 1. CONTRACTOR SHALLVERIFY ALL MEASUREMENTS ON THE HANDRAILS FOLLOWING CONSTRUCTION OF STAIRS AND 0 4'-6" MIN, 6'-0" MAX. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL a BETWEEN HANDRAIL PRIOR TO FABRICATION 2. RISERS TO BE EQUAL HEIGHT FOR ENTIRE RUN c SUPPORT POSTS, TYP. 3. TREADS TO BE EQUAL DEPTH FOR ENTIRE RUN 3" T-6" 3" T-6" 3 1/2" 4. REFER TO GRADING PLAN FOR TOP OF STAIR AND Ti I M BOTTOM OF STAIR ELEVATIONS 3" MIN. CLEAR COVER AT ° 8 RAILING IMBED (TYP.) Lo HOT DIP GALVANIZED STEEL PIPE ° 8 8" CONC. SLAB. SEE PLAN o HANDRAIL, 1-1/2" OUTSIDE DIAMETER FOR REINFORCEMENT. a #4 DOWEL @ 12" O.C. #4 HORZ. CONT. @ 12 O.C. ~ #4 REBAR @ 12" O.C.E.W. a #4 TIE, TYP. #4 VERT. @ 12" O.C. W/ a - I � 116" 1/2"R ON NOSING OF TREAD CONIC PIER. (6) - #6 STANDARD HOOKS LONG. BARS AND #4 TIES _ a -III III 111111 II I I- SLOPE TREADS @ 1% TYPICAL � @ 1z" OC. TYP. #3 EPDXY COATED REBAR � 31/2" CORE DRILL AND EPDXY HANDRAIL - — INTO STAIR, 6' EMBED DEPTH, TYPICAL A #3 @ 2'-0" EPDXY COATED \ REBAR 3" MIN. COVER 1=1 T EXPANSION JOINT W/ SEALANT o #4 HORZ. CONT. @ 8" O.C. CONCRETE WALK *1'-011* —I d - #4 DOWEL 12" O.C. 6" AGGREGATE BASE, 11 @ A CL. 5 (INCIDENTAL) — #4 HORZ. CONT. @ 12" O.C. W/ 4 SUBGRADE 95% COMPACTED STANDARD HOOKS #4 VERT. CONT. @ 12" O.C. W/ 4, 4 1711 STANDARD HOOKS HORZ. CONT. @ 8" O.C.1'-4" e SECTION: CONCRETE STAIRS WITH RAILING, TYPICAL SCALE: N.T.S. REINFORCED CONCRETE SCULPTURE PAD SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED eiane� BY OR UNDER Y REBS PE ISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SOTA. g 0 LTO N CITY ❑ F D—N yiw� °ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I \ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.�2 �e M E N K Phone: r@b 231 -men Monticello CHECKED - Sam . K of Email: Willmar@bolton-menk.com EDJH/1K I. )C`,fDl� fU� l(Iile/2.28 www.bolton-menk.com TPRDLND. STREETSCAPE DETAILS CLIENT DwLt27R1S NOTE: REFER TO SPECIFICATION 12-93-00 SITE FURNISHING FOR PRODUCT CONTACT AND OPTIONS. IMAGE PROVIDED FOR REFERENCE ONLY. CONTRACTOR REQUIRED TO SUBMIT SHOP DRAWINGS AND COLOR SAMPLES FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE STAINLESS STEEL HARDWARE PER MANUFACTURER RECOMMENDATIONS, INCIDENTALTO PRODUCT INSTALLATION. TABLE AND CHAIRS, MINGLE BY LANDSCAPE FORMS OR APP. EQUAL BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. CITY STANDARD BENCH BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. PRECAST CONCRETE PLANTERS, ECLIPSE COLLECTION BY WAUSAU TILE BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. NOTES: REFER TO SPECIFICATION 12-93-00 SITE FURNISHING FOR PRODUCT CONTACT AND OPTIONS. IMAGE PROVIDED FOR REFERENCE ONLY. CONTRACTOR REQUIRED TO SUBMIT SHOP DRAWINGS AND COLOR SAMPLES FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE STAINLESS STEEL HARDWARE PER MANUFACTURER RECOMMENDATIONS, INCIDENTAL TO PRODUCT INSTALLATION. MOST DEPENDABLE FOUNTAINS, INC. 5705 COMMANDER DR. P.O. BOX 587 M)F ARLINGTON, TN 38002-0587 PHONE: (901) 867-0039 MOST DEPENDABLE www.mostdependable.com FOUNTAINS,11140. Connections f� sla• OO HOLE OO _ MANUFACTURER: LANDSCAPE FORMS PRODUCT: RIDE q - TOP VIEW FINISH: GLOSS, BLACK CONTACT: www.landscapeforms.com ° rection dHa,l ° SEE PLAN FOR LOCATION AND ORIENTATION OF BIKE RACKS TheGlide, .s Wtcom)demd — — _CAST ALUMINUM COVER t y Ga➢9—bequP terefora Y + r naps era mretPIOaI�Ygn'N'"i C7 I� equipment slandar0arde. x 1 w ti �J m'y 18" 2 4r, a 3l8" NYLON REINFORCED a• SURFACE MOUNT PER f ~Y ,81/2 NYLONBRAID TUBINGWI z MANUFACTURERS PolIgo n Gliders provide seating for your '� 1l2" MIP (SUPPLY WATER) a RECOMMENDATION WITH structures in a fun new way- Constructed from ACCESS D 1 112• PVC commercial grade steel, the gliders are both m DOOR N STAINLESS STEEL HARDWARE comfortable and modern with horizontal slat ^ �J BYOTHERS a seating and clean Simple lines. ACCESS DOOR 10" - Bench length 48' 4r 72' ELEVATION SURFACE MOUNT • Seal height 19' • Laser cut & welded end frames 3/8• v a Steel framework 1/4' x 1-1R' a - - - Bench weight capacity 6001[x & 8506s ;�^ SPOT WELD a - ° ill" x 12"ZINC PLATED RO a _ - b - Smops limiting swing travel to 16 degrees fore and aftar _ D 3yearwarramy f WATER SERVICE FROM METER PIT DRANLINE TOWALL SUBDRA IN, -� �-III-III-III-� -III-III-III-� - -III- �-III-III "o SEEISTORMSWER PLANS LITTER RECEPTACLE BIKE RACK BENCH SWING, BY POLIGON OR APPROVED EQUAL /�BY OWNER, NOT IN CONTRACT (N.I.C.) /� BY OWNER, NOT IN CONTRACT (N.I.C.) 6 BY OWNER, NOT IN CONTRACT (N.I.C.) � DRQ FOUNTAIN, BY MDF, INC. OR APPROVED EQUAL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED MONED BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED � 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) NO. I—EDFOR SHEET IA 0 RCH E AT r SOTA. g 0 LTO N yL CIii�flo D—N WILLMAR, MINNESOTA 56201 r/'C` BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTL3.03 1 �e M E N K Phone: (320) 231 -men MoCHECKED = Sam . K Email: Willmar@bolton-menk.com EDJH/1K -. 6n- rub long/zD28 www.bolton-menk.com TN -140. STREETSCAPE DETAILS a Dwllnals L xa Itumm rIL.M1I SPACE EQUAL (Y8 CEDAR CROSS BRACES TOP AND BOTTOM TO BE 6" FROM END OF PICKETS, MIDDLE TO BE CENTERED :DAR POST SUITABLE GROUND CONTACT ATTACHED EACH 2x6 CROSS BRACE D STRUCTURAL REQ TO 4x4 POST WITH TWO 3' GALVANIZED LAG BOLTS AND FLAT WASHER 2x6 CROSS BRACE (TYP) ATTACH EACH 1x6 PICKET TO THE CROSS BRACE WITH 3 GALVANIZED WOOD SCREWS 1x6 PICKET (TYP) FINISH GRADE =-{r�- -� �-{��-r {_ \ F12" DIA. CONCRETE OUNDATONS OPE MULCH �U{�LJ�uI u�u�u�u{�u�uL�J$LI� �TOPTODRAIN mom m 12" DIA. CONCRETE FOUNDATION SLOPE[ TOP TO DRAIP 6" GRAVEL BASE 4x4 CEDAR POST SUITABLE FOR GROUND CONTACT LAWN AND/OR STREET SIDE 1x6 PICKET (TYP) 2x6 CROSS BRACE FENCE DESIGN SPECIAL (SCREEN FEN SCALE: N.T.S. 1'-0" DIA. 'v N NOTES: 1. CONTRACTOR TO SUBMIT PRODUCT MATERIALS, CUT SHEETS, AND SHOP DRAWINGS OF WOOD FENCE AND FASTENERS FOR APPROVAL PRIOR TO INSTALLATION. 2. CONTRACTOR RESPONSIBLE FOR STRUCTURAL INTEGRITY OF SCREEN FENCE. DETAILS SHOWN IN THE BID SET ARE FOR BIDDING AND DESIGN GUIDANCE ONLY. NOTIFY OWNER AND ENGINEER IF FENCE DESIGN AND DETAILING REQUIRE ADJUSTMENTS TO ACHIEVE ADEQUATE STRUCTURAL STABILITY. 3. ALL WOOD MATERIAL TO BE CEDAR GRADE NUMBER 2 OR BETTER I HEREBY CERTIFY THAT THIS PIAN, SPEQFIWION, OR REPORT WAS PREPARED S BY ORRER SE IRy SIJ ANDTHATILICENSED nn BOLTON 2040 HIGHWAY 12 EAST 0 25 50 0 5 10 �^ D RCH p(`ypJ�% E�Vy���r�TH(V'TAT i LICEN , 1 WILL 40AH MINNESOTA 56201 ST HORZ. VERT. Phone: (320) 231-3956 SCALE FEET SCALE FEET & M E N K Email: Willmar@bolton-menk.com Sam.. K yep n- r 1 tion n9/2023 www.bolton-menk.com F - LD w Z wz0 _D� Z U Z w < p w azo Cf 20 Fww N a /1 SALVAGED PLAY EQUIPMENT INSTALLATION L SCALE: N.T.S. �Moj�eflo cHECKEED Eh o/m LIEN, , . NOTES: ONLY INSTALLATION OF PLAY EQUIPMENT THAT DOES NOT REQUIRE A FALL PROTECTION IS ALLOWED. CONTRACTOR TO SALVAGE PLAY EQUIPMENT WITH CONCRETE BASE OR MODIFY POST TO ACCOMMODATE INSTALLATION WITH NEW CONCRETE BASE. FINISH GRADE, PAVEMENT TYPE VARIES PER PLAN POROUS PAVEMENT AND BASE COURSES PER PLAN REMOVE EXISTING CONCRETE EMBEDMENT AS NEEDED TO INSTALL POROUS PAVEMENT FLUSH WITH POST PLACE SALVAGED PLAY EQUIPMENT STEEL POST AND CONCRETE FOUNDATION EMBEDMENT PER PLAN (FINAL LOCATIONS FOR EACH TO BE FIELD DIRECTED BY ENGINEER) MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE DETAILS STREETSCAPE DETAILS SHEET L3.04 O N ID I. D 32'-0" STEEL ROPE WITH TENSIONABLE END CONNECTORS AT BOTTOM CABLE SYSTEM WALL MOUNTS IN L IN 4 _ r _ °� ., d ° Q .4 D D FINISH GRADE ELEVATION: GREEN WALL 1 BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. ROOT BALL RESTS ON EXISTING OR Z!N p VINE ROOT BALL RESTS ON EXISTING OR p p RECOMPACTED SOIL RECOMPACTED SOIL NO MORE THAN 1" OF MULCH ON 3" LAYER OF MULCH, TOP OF THE ROOT BALL, LIGHTLY NO MORE THAN 1" OF MULCH ON TAMP AROUND ROOT BALL BEFORE TOP OF THE ROOT BALL COVERING WITH MULCH ' (SEE SPECS FOR MULCH) GUIDE VINE D O ALONG STEEL ROPE METAL EDGE, SEE SPEC POROUS PAVEMENT PER PLANS PRIOR TO MULCHING EXISTING WALL W/ STEEL ROEXISTING WALL W/ PE 0 4 LIGHTLY TAMP AROUND EIFS FACADE EIFS FACADE ROOT BALL, SEE NOTES R ' STAINLESS STEEL ROPE END CAP WITH e ' "vl STAINLESS STEEL TIGHTENER WALLANCHORCABLE SYSTEM WALLMOUNTANCHOR/\ STAINLESS STEEL ROPE W/ SPACER, PER W/SPACER, PER MANUFACTURER F— /�� /- /��\ MANUFACTURER to, /�� 12" PLANTING SOIL 41/4" � 0' 41/4" GRADE EXISTING SOIL 1'_6" VINE TRELLIS UPPER CABLE ATTACHMENT VINE TRELLIS LOWER CABLE ATTACHMENT VINE TRELLIS PLANTING DETAIL - TYP. 2 BY OWNER NOT IN CONTRACT N.I.C. /1 BY OWNER, NOT IN CONTRACT (N.I.C.)/1 BY OWNER, NOT IN CONTRACT (N.I.C.) 5 GROUNDCOVER PLANTING ADJACENT TO POROUS PAVEMENT 2 SCALE: N.T.S. SCALE: N.T.S. BY N.T.S. SCALE: N.T.S. 38 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. I—ED FOR ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 25 50 0 5 10 IAD RCH E AT x SOCA. BOLTON C I T ti ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.�5 c o HORZ. VERT. Phone: (320) 231-3956 Monticello CHECKED SCALE FEET SCALE FEET JH JK = Sam . K �c M E N K Email: Ww.bolton-menk.com com / STREETSCAPE DETAILS on. -s 1 y I�..OL/19/2023 www.bolton-menk.com �= alEowiiiials STREETSCAPE DETAILS 4- d p 4 D D d -. - d d b Q p' D 4 IN .. d IN I> IN IN Is D D D IN D R' D 4 ..D d 4 4. D Q l> 4 ZN IN IN 'D D p °. >p p 4 - 4 D D I) 4 �� d D b.. - - ° IN - 4 � D -D D 4 b 4 D- I> D 4. d D �D bIN D d D D. .D 4 �D IN 4 D 4 4 D- _ D IN ° d IN D D d D d D 4 d D '. ., 4 D. D D dD D d IN ND D_ p Day d 4 . - .. IN .p 4 4 d _ °.., _ d D D b IN IN STEEL ROPE WITH TENSIONABLE END CONNECTORS AT BOTTOM CABLE SYSTEM WALL MOUNTS IN L IN 4 _ r _ °� ., d ° Q .4 D D FINISH GRADE ELEVATION: GREEN WALL 1 BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. ROOT BALL RESTS ON EXISTING OR Z!N p VINE ROOT BALL RESTS ON EXISTING OR p p RECOMPACTED SOIL RECOMPACTED SOIL NO MORE THAN 1" OF MULCH ON 3" LAYER OF MULCH, TOP OF THE ROOT BALL, LIGHTLY NO MORE THAN 1" OF MULCH ON TAMP AROUND ROOT BALL BEFORE TOP OF THE ROOT BALL COVERING WITH MULCH ' (SEE SPECS FOR MULCH) GUIDE VINE D O ALONG STEEL ROPE METAL EDGE, SEE SPEC POROUS PAVEMENT PER PLANS PRIOR TO MULCHING EXISTING WALL W/ STEEL ROEXISTING WALL W/ PE 0 4 LIGHTLY TAMP AROUND EIFS FACADE EIFS FACADE ROOT BALL, SEE NOTES R ' STAINLESS STEEL ROPE END CAP WITH e ' "vl STAINLESS STEEL TIGHTENER WALLANCHORCABLE SYSTEM WALLMOUNTANCHOR/\ STAINLESS STEEL ROPE W/ SPACER, PER W/SPACER, PER MANUFACTURER F— /�� /- /��\ MANUFACTURER to, /�� 12" PLANTING SOIL 41/4" � 0' 41/4" GRADE EXISTING SOIL 1'_6" VINE TRELLIS UPPER CABLE ATTACHMENT VINE TRELLIS LOWER CABLE ATTACHMENT VINE TRELLIS PLANTING DETAIL - TYP. 2 BY OWNER NOT IN CONTRACT N.I.C. /1 BY OWNER, NOT IN CONTRACT (N.I.C.)/1 BY OWNER, NOT IN CONTRACT (N.I.C.) 5 GROUNDCOVER PLANTING ADJACENT TO POROUS PAVEMENT 2 SCALE: N.T.S. SCALE: N.T.S. BY N.T.S. SCALE: N.T.S. 38 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. I—ED FOR ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 25 50 0 5 10 IAD RCH E AT x SOCA. BOLTON C I T ti ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.�5 c o HORZ. VERT. Phone: (320) 231-3956 Monticello CHECKED SCALE FEET SCALE FEET JH JK = Sam . K �c M E N K Email: Ww.bolton-menk.com com / STREETSCAPE DETAILS on. -s 1 y I�..OL/19/2023 www.bolton-menk.com �= alEowiiiials STREETSCAPE DETAILS STREETSCAPE COUNTERTOP NOTES: DIGITAL GRAPHIC PATTERN TO BE PROVIDED TO CONTRACTOR FOR FABRICATION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. DIMENSIONING AND SIZING OF MATERIALS AND HARDWARE ARE FOR AESTHETIC PURPOSES ONLY, CONTRACTOR RESPONSIBLE FOR STRUCTURAL STABILITY OF PRODUCT. CONTACT LANDSCAPE ARCHITECT FOR ANY MODIFICATIONS NEEDED. 6"x1"x96" THERMALLY MODIFED "" PLANKS, ANCHORED FROM BELO ELEVATION STREETSCAPE COUNTER TOP - ADD ALTERNATE 1 SCALE: N.T.S. UM CHANNEL FRAME TORT COUNTER TOP PLANKS SECTION PERSPECTIVE VIEW ONES: ONTINUOUS J" FILLET WELD ALL 3 7/8" MOOTH PRIOR TO POWDERCOATING \ D a 00 ISTORIC BRIDGE PATTERN CUT ROM 1" ALUMINUM PLATE, OWDER COATED BRONZE COLOR O O O O O O O O O :ENTERED ANCHOR BOLTS, N Do < XPOSED FACE: HILTI HIT-HY 8 3/4" //// /// ///////// / FINISH GRADE PLANTING SOIL 1/8" STEEL PLATE, HOT DIP GALVANIZED \• 1I F}'� 1I m m //\N A A \//\//\//\/ rl1'-3 S/8.. — 1'-3 S/8 —�- -�—� �— i3 5/8"_ - 1'-3 5/8" —� M ELEVATION STREETSCAPE COUNTER TOP - ADD ALTERNATE 1 SCALE: N.T.S. UM CHANNEL FRAME TORT COUNTER TOP PLANKS SECTION PERSPECTIVE VIEW ONES: ONTINUOUS J" FILLET WELD ALL ,LUMINUM CONNECTIONS. GRIND MOOTH PRIOR TO POWDERCOATING \ D a 00 ISTORIC BRIDGE PATTERN CUT ROM 1" ALUMINUM PLATE, OWDER COATED BRONZE COLOR v :ENTERED ANCHOR BOLTS, N :OUNTERSUNK AND PAINTED XPOSED FACE: HILTI HIT-HY 8 3/4" 00 V3 + HAS -E, TYPICAL PLAN, FIELD VERIFY PRIOR TO FABRICATION Eia_0110a11190 END ELEVATION O REMOVABLE FOURTH SIDE, SECURE WITH TAMPER-RESISTANT BOLTS AND NUTS �1'-3 5/8"� 77a HISTORIC BRIDGE PATTERN CUT ,p1 FROM 1" ALUMINUM PLATE, POWDER COATED BRONZE COLOR ti o in m TREE TRUNK m TREE GUARD NOTES: DIGITAL GRAPHIC PATTERN TO BE PROVIDED TO CONTRACTOR FOR FABRICATION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. DIMENSIONING AND SIZING OF MATERIALS AND HARDWARE ARE FOR AESTHETIC PURPOSES ONLY, CONTRACTOR RESPONSIBLE FOR STRUCTURAL STABILITY OF PRODUCT. CONTACT LANDSCAPE ARCHITECT FOR ANY MODIFICATIONS NEEDED. o� ANCHOR STAKES III III -III PERSPECTIVE VIEW 2 TREE GUARD -ADD ALTERNATE SCALE: N.T.S. 4 DECORATIVE RAILING INSTALLATION SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED - BILAY 0 OR UNDRCERH Y Vf VAAT & LICENSED 2040 HIGHWAY I2 EAST ji�no EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET SOWILLMMINNESOTA 56201 oD..N/gpLTON BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECThone: 231-3956 `xecxLD Email:PWillmar@bolton-menk.com JH/1K L3.0 6 Sam & MENK ww.bolton-menk.com CLIENT STREETSCAPE DETAILS DK OW11na1S �y9NT/ �N { vVGBFp FINISH GRADE MULCH //// /// ///////// / FINISH GRADE PLANTING SOIL 1/8" STEEL PLATE, HOT DIP GALVANIZED \• 1I F}'� 1I //�//�// //\N A A \//\//\//\/ SALVAGED DECORATIVE BRIDGE RAILING, REPAINTED BRONZE COLOR, JISH, ATSTREET EDGE OF PLANTING BEDS II SLEEVE WITH COUNTERSUNK ONG WALNUT STREET PER PLAN. MOUNT• ��:, �� .. �� / / / / / SET SCREWS BY FABRICATOR _ Oy` LUSH TO FACE OF CONCRETE WARNING C 1 BAND PAVING SLAB WITH EXPANSION k O! ANCHORS AT 2'-0" O.C. SELECTED BY ABRICATOR. GRIND SMOOTH ALL EDGES NGBq�O�c , I °FRp pqV� a a d SQUARE STEEL TUBE SLEEVE EMBEDDED IN FOUNDATION, GALVANIZED AND PAINTED 12" 0 CONCRETE FOUNDATION lyN TO FROST DEPTH 4 DECORATIVE RAILING INSTALLATION SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED - BILAY 0 OR UNDRCERH Y Vf VAAT & LICENSED 2040 HIGHWAY I2 EAST ji�no EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET SOWILLMMINNESOTA 56201 oD..N/gpLTON BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECThone: 231-3956 `xecxLD Email:PWillmar@bolton-menk.com JH/1K L3.0 6 Sam & MENK ww.bolton-menk.com CLIENT STREETSCAPE DETAILS DK OW11na1S EXISTING PLAYGROUNDSIDEWALK TO REMAIN TERRACE, WIDTH VARIES, SEE PLANS STONE TYPE F, AMPHITHEATER SEAT WALL BLOCK, SEE L3.09 STONE TYPE F, AMPHITHEATER SEAT WALL BLOCK, SEE L3.09 GARDEN WITH SIDEWALK STONE OUTCROPPING STONE BLOCK OUTCROPPING, F—SEE 1-1.15 AND 1-3.09 FOR PLACEMENT, TYPE, AND SIZES NOTES: 1. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS ON THE HANDRAILS FOLLOWING CONSTRUCTION OF STAIRS AND PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 2. RISERS TO BE EQUAL HEIGHT FOR ENTIRE RUN 3. TREADS TO BE EQUAL DEPTH FOR ENTIRE RUN 4. REFER TO GRADING PLAN FOR TOP OF STAIR AND BOTTOM OF STAIR ELEVATIONS CIP CONCRETE, CITY STANDARD COLOR HOT DIP GALVANIZED STEEL PIPE HANDRAIL, 1-1/2" OUTSIDE DIAMETER STONE BLOCK BEYOND 8'-1" TYP. TYP. 5'_6" TYP. TYP. 4'-2". TYP. - RZLlR, SLOPE TREADS @ 1% TYPICAL a 31/2" ZD CONCRETE WALK ; ISI III �� POROUS PAVEMENT, PER PLANS '� Cf SEE 4/1 -3.02 -I -III -I • ,. _.= = r —I III III-III-ITI= EXPANSION JOINT III III—III III III — = I i I III -I -III III -III 6 #4 REB12" AGGREGATE BASE, W/ SEALANT III = "' "' "' "' CL. S (INCIDENTAL) _ AR @ " #4 DOWEL @ 12" O.C. I l I— H I = =1 _III III III I —� O.C.E.W. SUBGRADE 95% o o III III#3 EPDXY COATED REBAR COMPACTED #3 @ 2'-0" EPDXY COATED 1/2"R ON NOSING FOOTINGS TO REBAR 3" MIN. COVER OF TREAD, TYP. FROST, TYP. CORE DRILL AND EPDXY HANDRAIL INTO STAIR, 6" EMBED DEPTH, TYPICAL VARIES, SEE STORM SEWER PLAN #4 HORZ. CONT. @ 8" O.C. #4 HORZ. CONT. @ 12" O.C. W/ STANDARD HOOKS SEE PLANS & PROFILE SHEET C5.07 #4 VERT. CONT. @ 12" O.C. W/ STANDARD HOOKS SECTION: PARK EDGE THROUGH TERRACES SECTION DETAIL: TERRACE STEPS SCALE: N.T.S. 2 SCALE: N.T.S. c� �g I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY I—ED FOR LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET O ZS SO O S LO IA 0 RCH E AT E SDTA. BOLTON CITY ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.�7 c o HORZ. VERT. Phone: (320) 231 -men MontiAlc CHECKED SCALE FEET SCALE FEET EDJH/JK = Sam . K & M E N K Email: ww.b r@bokonk.com com ' ll.9oi 1 I�..Oi/19/2023 www.bolton-menk.com STREETSCAPE DETAILS alEowiiiials SLOPE GARDEN SIDEWALK SLOPE GARDEN , '°�'•• ��� x '.vb_. .. ..p�•'1Y5. relP� RETAINING WALL BLOCK, SEE SHEET L3.10 FOR RETAINING WALL DETAIL CONCRETE PAVEMENT SECTION: PARK EDGE THROUGH SLOPE WITH RETAINING WALL SCALE: N.T.S. EXISTING LAWN TO REMAIN SIDEWALK SEE ##### FOR 1 STAIR ELEVATIO L SECTION: PARK EDGE THROUGH SLOPE STAIR SCALE: N.T.S. g I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED ESiDrvED ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 25 50 0 5 10 IAD RCH E AT R SDTA. BOLTON CITY ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.�8 c o HORZ. VERT. Phone: (320) 231-3956 Monticello CHECKED w SCALE FEET SCALE FEET JH/JK = Sam . K & M E N K Email: ww.b r@bokonk.com com ' 11901 1 I�..OL/19/2.23 www.bolton-menk.com STREETSCAPE DETAILS alEowiiiials STONE TYPE LEGEND SURFACE FINISH TYPE LABEL APPLICATION / NOTES SPECIES LENGTH HEIGHT TOP & BOTTOM ENDS FRONT & BACK AO FREESTANDING BLOCK LIMESTONE 48INCHES 21 INCHES SAWN SPLIT FACE SPLIT FACE O FREESTANDING BLOCK CARNELIAN GRANITE 48INCHES 21 INCHES SAWN SPLIT FACE SPLIT FACE O RETAINING WALL BLOCK CARNELIAN GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN SPLIT FACE O RETAINING WALL BLOCK CARNELIAN GRANITE VARIES 30-48 INCHES 12 INCHES SAWN SAWN SPLIT FACE O CONCRETE -ADJACENT BLOCK CARNELIAN GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN (1) SPLIT FACE, (1) SAWN O AMPHITHEATER SEAT WALL BLOCK CARNELIAN GRANITE 48INCHES 241NCHES SAWN SAWN SAWN O FREESTANDING BLOCK MESABI BLACK GRANITE 48INCHES 21 INCHES SAWN SPLIT FACE SPLIT FACE O RETAINING WALL BLOCK MESABI BLACK GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN SPLIT FACE O RETAINING WALL BLOCK MESABI BLACK GRANITE VARIES 30-48 INCHES 12 INCHES SAWN SAWN SPLIT FACE O CONCRETE -ADJACENT BLOCK MESABI BLACK GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN (1) SPLIT FACE, (1) SAWN O ACCENT BOULDER SALVAGED GRANITE > 24 INCH DIAMETER - - - - BOULDERS NOTES: 1. CONTRACTOR TO PROVIDE STONE SAMPLE TO CITY FOR FINAL COLOR AND FINISH SELECTION 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL STONE WORK ASSEMBLIES STONE TYPE I - RETAINING WALL BLOCK, 1 FT HIGH STONE TYPE D - RETAINING WALL BLOCK, 1 FT HIGH v r� rr PARK EDGE STONE TYPES SCALE: N.T.S. I HEREBY CERTIFY THATTHIS PIAN,1PP1o1'ICATION, OR RPPP1PpppORT WAS PREPARED LA D DPDN RyCHe��Yy.�■RELT SfHE 114W19fjHj{TAT6GFJgBJ�LICE SED -I- Dao K lla-s ruV�v\COn/99/2023 ,/1�1V71III11,11 STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONETYPEJ- CONCRETEADJACENTBLOCK )NE TYPE C- RETAINING WALL BLOCK, 2 FT HIGH )NE TYPE H - RETAINING WALL BLOCK, 2 FT HIGH STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONE TYPE K - ACCENT BOLDERS STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONE TYPE F -AMPHITHEATER SEAT WALL BLOCK STONE TYPE E - CONCRETE ADJACENT BLOCK STONE TYPE I - RETAINING WALL BLOCK, 1 FT HIGH STONE TYPE H - RETAINING WALL BLOCK, 2 FT HIGH t, �Cr — Y LSTONE RETAINING WALL WITH 24' udow COMPACTED GRANULAR SUBBASE r.. STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE NISH �'.STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE 24" DEPTH COMPACTED GRANULAR SUBBASE. TYPICAL FOR STONE RETAINING WALLS WITH 2 OR MORE COURSES. SEE 1/1-3.10 FOR DETAIL 1 i �30LTON 2040 HIGHWAY I2 EAST CITU' OF EH/B. WILLMAR, MINNESOTA 56201 l_ E �c M E N K Phone:(320)23 31-3956 �irIa/ Montice a DiiBHPBJ/EF Email: Willmar@bolton-menk.com 1H/JK www.bolton-menk.com Rol No MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.09 STREETSCAPE DETAILS FREESTANDING BLOCK, TYPES A, B, AND G. SEE LANDSCAPE PLANS FOR LOCATION 6" EPDXY COATED PIN, L2 PINS PER BLOCK �MAINTAIN 3" CLEAR TO EDGE OF CONCRETE PLANS LANDSCAPE PER LOCATE PIN MIN. 3" SECTION FROM EDGE OF BLOCK TYPICAL SECTION: FREESTANDING BLOCK WITH CONCRETE BASE SCALE: N.T.S. NOTE: REFER TO GRADING PLAN FOR SLOPES BUILD UP GRADE ON DOWNHILL SIDE OF ROOTBALLTO ENSURE ROOTS ARE COVERED EXISTING GRADE PLANTING SOIL RETAINING WALL BLOCK, TYPES C AND H. SEE LANDSCAPE PLANS FOR LOCATION STABILIZED STONE ,TE INCIDENTALTO - INE TYPES C AND H TIGHT TO WALK �x� EDGE PER PLAN, 4P VARIES, 2" MAX \ 4 RETAINING WALL AT RIVER STREET PARKING LOT EDGE SCALE: N.T.S. BOULDER GENERAL NOTES 3" MULCH, PULLED AWAY FROM ROOT FLAIR PARKING LOT CONCRETE CURB, TYP. BY OTHERS (BLOCK 52) 1, SEE PLAN FOR LOCATIONS. FIELD VERIFY LOCATION BY OWNER'S REPRESENTATIVE. 2. BOULDER TO VARY IN SIZE FROM 2'-3' TALL, 1.5'-3' WIDE, 1.5'-3' DEEP 3. NATURAL SHAPED BOULDERS, COLOR TO VARY -CONTRACTOR TO SUBMIT BOULDER TYPE AND COLOR FOR APPROVAL LANDSCAPE PER PLANS ACCENTS �Z�x� { /�3" MULCH BOULDER,\ l`; MATERIAL STONE TYPE K � � �/ BURY 1/4 BOULDER FREESTANDING BLOCK, TYPES A, B, AND G. SEE LANDSCAPE PLANS FOR LOCATION :RETE WALK LANDSCAP � - ILANS PLANS �AA�AA�VA�VA�AA� � i�%AA%AA%AA%A SAA/ VA%AA%AA%AA%/ // TIGHTTO WALK EDGE PER PLAN, GAP VARIES, 2" MAX, FILL WITH POLYMERIC SAND, TYPICAL SECTION TYPICAL SECTION: FREESTANDING BLOCK WITH AGGREGATE BASE SCALE: N.T.S. RETAINING WALL BLOCK, TYPES C, D, H, AND I. SEE LANDSCAPE PLANS FOR LOCATION LANDSCAPE PER PLANS 6" COMPACTED AGGREGATE BASE, CL 5 S TYPICAL SECTION: RETAINING WALL BLOCK SET IN LANDSCAPE SLOPE SCALE: N.T.S. POROUS PAVEMENT,— INSTALL FLUSH TO FACE OFSTONE STRUCTURAL SOIL FREESTANDING BLOCK, TYPES A, B, AND G. SEE LANDSCAPE PLANS FOR LOCATION LANDSCAPE PLANTING PER PLANS RETAINING WALL BLOCK, TYPES C, D, H, AND I. SEE LANDSCAPE PLANS AND PERSPECTIVE FOR TYPE LOCATIONS 1" SETBACK PER COURSE, TYP. HEIGHT VARIES, SEE GRADING AND LANDSCAPE PLANS FOR TOP OF WALL ELEVATIONS AND STEPS IN RETAINING WALL COURSING CIP CONCRETE, CITY STANDARD COLOR 12" SELECT GRANULAR SAND OR DRAINAGE AGGREGATE GEOTEXTILE SEPARATING DRAINAGE AGGREGATE AND UNCONTROLLED BACKFILL SUBDRAIN, PER SPECIFICATION 6" STONE BLOCK BURY DEPTH 24" DEPTH COMPACTED GRANULAR SUBBASE TYPICAL SECTION: RETAINING WALL BLOCK AT PARK EDGE SCALE: N.T.S. REFER TO LANDSCAPE PLANS FOR BLOCK TYPE AND LOCATIONS SEALED EXPANSION JOINT WHERE CONCRETE ADJACENT TO STONE BLOCK CONCRETE WALK IIIII-III —II;L 12" SELECT GRANULAR SAND . OR DRAINAGE AGGREGATE III GEOTEXTILE SEPARATING DRAINAGE AGGREGATE AND UNCONTROLLED BACKFILL SUBDRAIN, PER SPECIFICATION III_ a STABILIZED STONE AGGREGATE INCIDENTAL TO STONE TYPES E AND 1 TO WALK EDGE PER PLAN, ' GAP VARIES, 2" MAX a i ti ti ti ti ti ti ti ti» -.. N V >\\\\ 24" DEPTH COMPACTED II AGGREGATE BASE CLS I I I 6 ACCENT BOULDER TYPICAL SECTION: FREESTANDING BLOCK AT POROUS PAVEMENTTYPICAL SECTION: CONCRETE -ADJACENT BLOCK AT WALNUT TERRACE M SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 38 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED —NED ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SDTA. g p LTO N CITY ❑ F D..N yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 w V L V �7G I V I \ BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.1� c o Phone: (320) 231-3956 Monticello CHECKED Sam . K ye� & M E N K Email: ww.b r@bokonk.com com LDJH/1K 52 Vn_ rub �o/e/2.28 www.bolton-menk.com STREETSCAPE DETAILS j i ic. no. CLIENT 1127615 WALNUT TERRACE ENLARGEMENT PLAN 1 SCALE: N.T.S. . ART INSTALLATION AREA 6"x6" TUBE STEEL, GALVANIZED AND PAINTED PARKING LOT �Y-48"BENCHSWINNG (BY I TOP OF STONE MINIMUM 3" ABOVE TOP OF ADJACENT PAVEMENT z J C7 LLz 0 H z O p0 0 l7 0 a w 0 v) H wo: 0 Q LL SEE L3.10 FOR DETAIL OF CONCRETE -ADJACENT STONE BLOCK AT WALNUT TERRACE WALNUT TERRACE CROSS SECTION A SCALE: N.T.S. �g I HEREBY CERTIFY THAT THIS PIAN, SPECInCATION, OR REPORT WAS PREPARED DUIGNED NO. I—ED FOR �7G A EH/BJ MIDNTICELLO, MINNESOTA SP 86 05-59 (TH 2SHEET BY ORUNDR VfVA&LICENSED 2040 HIGHWAY 1z EAST 0 WILLMCITY ❑F DPWN0 25 60 0 10 A RCH MINNESOTA BH/gOLTON Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT HORZ. VERT. hone: 231-CHECKED L3.1 1 SCALE FEET SCALE FEET il:Wr@bokonmen comMontcnJH/1K my ww.bolton-menk.com CLIENT MENK STREETSCAPE DETAILS Vi fU i�ie/zoz8 OW17791S -0", TYP V-6" TYP. 10'-6", TYP. 44'-6" — — — — — — — , o + , — —— — — V—+++ --�.'�`ART INSTALLATION AREA ISSCROSSING DOUBLE LAVER CANOPY, T-0", TYP. 4'-0", TYP. T-0", TYP. 2"X2" STEEL TUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME I 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR ART JI INSTALLATION BY OWNER ti n (2) 48" BENCH SWINGS BY 6"x6" TUBE STEEL POST ANDBERM FRAME, POLIGON OR EQUAL, GALVANIZED AND PAINTED, TYPICAL MOUNT TO FRAME PER MANUFACTURER'S RECOMMENDATIONS ADJACENT STAIR AND SIDEWALK PER PLAN SCALE: N.T.S. I HEREBY CERTIFY THAT THIS —N, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y IA 0 RCH V EV v AATGVLICENSED ,nn1 2040 HIGHWAY I2 EAST 50WILLMAR, MINNESOTA 562 01BOLTON �e M E N K Phone: (320) 231-3956 men Sam . K �i.��I�] I I (� (�,� Email: Willmar@bolton-menk.com xc. no. ` aJs r`^oMe I`R'•�•9/2023 www.bolton-menk.com 1'-0", —. —++ ++ ++ ln'LLHILBOONNIrnoxs AaEro eE eoLrEx, xo oaiulrvc oawEL"I� ART INSTALLATION AREA 3. PMNT COATNE SNAll 11 MISSISSIPPI BRONZE COME, PER o w V STEEL CLAMSHELL ESCUTCHEON COVER TO Bo HIDE ANCHOR BOLTS AND MOUNTING PLATE, GALVANIZED AND PAINTED WELDED STEEL MOUNTING PLATE AND ANCHOR BOLTS (7)-#4 LAT BARS @ 12" (8) #4 LONG. BARS SEALED EXPANSION JOINT, TYPICAL AGAINST STAIR AND SIDEWALK PIER FOOTING PER QUARE J CITY ❑F Monticello c"B"/Bl/EF D H/M cLIENTP o . a u 0 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEEL TUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR - 0 ART INSTALLATION BY OWNER 1' -Oxy` �`1'_oll m Y C � F S—, L -- r ,r T-21/8" 2'-67/8" 2'-67/8"T-21/8"�� U a io v SCALE: N.T.S. I HEREBY CERTIFY THAT THIS —N, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y IA 0 RCH V EV v AATGVLICENSED ,nn1 2040 HIGHWAY I2 EAST 50WILLMAR, MINNESOTA 562 01BOLTON �e M E N K Phone: (320) 231-3956 men Sam . K �i.��I�] I I (� (�,� Email: Willmar@bolton-menk.com xc. no. ` aJs r`^oMe I`R'•�•9/2023 www.bolton-menk.com 1'-0", —. —++ ++ ++ ln'LLHILBOONNIrnoxs AaEro eE eoLrEx, xo oaiulrvc oawEL"I� ART INSTALLATION AREA 3. PMNT COATNE SNAll 11 MISSISSIPPI BRONZE COME, PER o w V STEEL CLAMSHELL ESCUTCHEON COVER TO Bo HIDE ANCHOR BOLTS AND MOUNTING PLATE, GALVANIZED AND PAINTED WELDED STEEL MOUNTING PLATE AND ANCHOR BOLTS (7)-#4 LAT BARS @ 12" (8) #4 LONG. BARS SEALED EXPANSION JOINT, TYPICAL AGAINST STAIR AND SIDEWALK PIER FOOTING PER QUARE J CITY ❑F Monticello c"B"/Bl/EF D H/M cLIENTP o . a u 0 x 11'-6" SHADE STRUCTURE, PLAN LAYOUT, TYP SCALE: N.T.S. 1'-0" 9'-0" O.C. TYPICAL 0 +++ ART INSTALLATION AREA 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR ART INSTALLATION BY OWNER CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEELTUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL a a e SHADE STRUCTURE, CROSS SECTION SCALE: N.T.S. MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.12 STREETSCAPE DETAILS 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEEL TUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR - 0 ART INSTALLATION BY OWNER 1' -Oxy` �`1'_oll m Y C � F S—, L -- r ,r T-21/8" 2'-67/8" 2'-67/8"T-21/8"�� x 11'-6" SHADE STRUCTURE, PLAN LAYOUT, TYP SCALE: N.T.S. 1'-0" 9'-0" O.C. TYPICAL 0 +++ ART INSTALLATION AREA 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR ART INSTALLATION BY OWNER CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEELTUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL a a e SHADE STRUCTURE, CROSS SECTION SCALE: N.T.S. MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.12 STREETSCAPE DETAILS PAINT KEY PAINT# COLOR PAINT 0 DARK BLUE CMYK: C100 M74 Y33 K17 PAINT20 BRIGHT GREEN CMYK: C61 MO Y99 KO PAINT 30 DARK BROWN CMYK: C40 M70 Y100 K89 PAINT ® WHITE: CO MO YO KO EMBEDDED CENTER POST SLEEVE PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. AND BRACE TFINAL COLORS WILL BE PROVIDED FOR CONTRACTOR TO USE BY CONNCTRRACCTOR COORDINATEDED BY CAST IN PLACE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN 3 FOUNDATION W/ ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. L3.oa FORMLINER AS SPECIFIED PAINTED ALUMINUM asCABINET W/ CUTOUT 4 2 PATTERN BACKED W/ Laos Laos ILLUMINATED ACRYLIC DIFFUSER PANEL, SEE ACRYLIC da. ... PRODUCT NOTES. SEE PAINT NOTE @ PAINTED ALUMINUM 3.08 CABINET, SEE PAINT NOTEiO 4'_0" 1O SO" J N N i --PAINTED ALUMINUM 00 CABINET W/ CUTOUT r Q a PATTERN BACKED W/ PAINTED DOO PAINTED PAINTED A ALUMINUM, SEE ALUMINUM, SEE ALUMINUM, E �o ILLUMINATED 1"- a PAINT NOTE D _ PAINT NOTE D PAINT NOTE 1 D O ACRYLIC DIFFUSER O a aQ PANEL, SEE ACRYLIC PAINTED ALUMINUM D� —PAINTED ALUMINUM PAINTED ALUMINUM aD O PRODUCT NOTES. CABINET W/ CUTOUT pO a CABINET W/ CUTOUT CABINET W/ CUTOUT EMBEDDED CENTER POST SLEEVE o SEE PAINT NOTE @ PATTERN BACKED W/ oO PATTERN BACKED W/ PATTERN BACKED W/ AND BRACE SUPPORTS TO BE O�PAINTED ILLUMINATED oO 8� ILLUMINATED ILLUMINATED COORDINATED BY CONTRACTOR ALUMINUM, SEE ACRYLIC DIFFUSER ACRYLIC DIFFUSER ACRYLIC DIFFUSER a D PANEL, SEE ACRYLIC �� PANEL, SEE ACRYLIC PANEL, SEE ACRYLIC SIGN CABINET PAINT NOTE D PRODUCT NOTES. O a PRODUCT NOTES. PRODUCT NOTES. N WECORATIVE CONCRETE Oa SEE PAINT NOTE O SEE PAINT NOTE @ SEE PAINT NOTE@ I o a I I FOUNDATION ABOVE GRADE ao oO ILLUMINATED O ILLUMINATED I I SMOOTH FORM FINISH TO aQ oO PUSH-THROUGH PUSH-THROUGH EXTEND BELOW GRADE (4" MIN.) o ? PROVIDE THREADED 1` ACRYLIC LETTERS 1" ACRYLIC LETTERS 1' HOLES FOR MOUNTING �� O PROUD OF FACE OF PROUD OF FACE OF SEALED EXPANSION a GRAPHIC PANEL W/ oO ALUMINUM CABINET. ALUMINUM CABINET. JOINTS (TYP.) MECHANICAL Oa SEE ACRYLIC & SEE ACRYLIC & FINISHED GRADE a MOUNTING PROVIDED D ELECTRICAL NOTES. ELECTRICAL NOTES. ao BY OTHERS (N.I.C) O� d aooO ELECTRICAL CONDUIT PAINTED I. a� •I CAST IN PLACE PCC STEM WALL D O —PAINTED O a ALUMINUM, SEE aQ ALUMINUM, SEE DO PAINT NOTE @ {a } , . l ,a I #4 HORIZONTAL BARS @ 8" O.C. D O PAINT NOTED O a 1" CHAMFERa I I ` #4 VERTICAL BARS @ 12" O.C. DO PAINTED m I.,,; WITH STANDARD HOOK ON ENDS D 1" CHAMFER O a _ CUT TOP OF ALUMINUM, SEE . �➢ FORMLINER TO 2'-0" .F � 3" MIN. COVER PAINT NOTE z FROM REINFORCING O FORMLI ER o a CURVE 0 FORMLINERTO D I• m: Ln _ _ CURVE 2 0 1" CHAMFER a� @ 1" CHAMFER oO 'i #4 BARS 9" O.C. CAST IN PLACE CAST IN PLACE O CAST IN PLACE CAST IN PLACE oOa FOUNDATION W/ FOUNDATION W/ o •� "•a ' +T•� - TOP AND BOTTOM FOUNDATION W/ FOUNDATION W/ D //—FORMLINER __T_____�- POURED IN PLACE / - FORMLINER .� -• •�° FORMLINER AS FORMLINER AS ^ SPECIFIED -- ��- PCC FOOTING i SPECIFIED O ry SPECIFIED SPECIFIEDv o 0 0 0 0 \ 2" WIDE EA. FACE, \ 2" WIDE EA. FACE, r1 2" WIDE EA. FACE, c-1 2" WIDE EA. FACE, CHAMFER CORNER � CHAMFER CORNER v i TYP CHAMFER CORNER, TYP. CHAMFER CORNER r . v r TYP. TYP. 3'-0" FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE zM 1 ELEVATION: SIDEWALK FACE z ELEVATION: TALL END 3 ELEVATION: STREET FACE 4 ELEVATION: SHORT END S ELEVATION: MONUMENT SIGN FOOTING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. a� RS I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BIGNEO -� BY OR UNDER Y REBS PE ISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SDTA. g 0 LTO N CITY ❑ F oRAwN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 Y w V L V �7G I V I \ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.13 o Phone: (320) 231-3956 Monticello CHECKED Sam . K yep 1 r ^ �c M E N K Email: Willmar@bolton-menk.com EDJH/JK ll.9oi 1 I�..Oi/19/zoz3 www.bolton-menk.com STREETSCAPE DETAILS O �LIEOW1127816 1'-0"0 LIGHT POLE 8 -GAUGE ALUMINUM SIGN PANEL, TWO PER POLE (ONE EACH SIDE) SIGN FACE GRAPHICS ARE ADHESIVE DECAL, TYP. SEE DECAL NOTES. O n In11 � L3.14 to v 1 vo000o0��oDo�ms �c 1 POLE -MOUNTED PUBLIC PARKING SIGN z POLE -MOUNTED WAYFINDING SIGN SCALE: N.T.S. SCALE: N.T.S. PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. FINAL COLORS WILL BE SELECTED FOR CONTRACTOR TO USE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. 8 -GAUGE SIGN PANEL ON BOTH SIDES OF POLE. TAPERED LIGHT POLE AS SPECIFIED. REINFORCEMENT BAR FOR SIGN ATTACHMENT TO POLE BRACKET. SIZED PER MANUFACTURER FOR SIGN STABILITY MANUFACTURER PROVIDED HEAVY DUTY POLE BRACKET/CLAMP SIZED TO FIT POLE. /1 WAYFINDING SIGN MOUNTING SCALE: N.T.S. ti 111111 CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARDI SHEET RY OR UNDER Y RECTS PE 151 ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) IA RCH E AT F s—. I l T Y YJ F o zs so o s 10��` %ET N wILLMAR, MINNESOTA 56201 / " BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTI/I o HORZ. VERT. Phone: (320) 231-3956 .+ M�nt���ll�CHECKL3.14SCALE FEET SCALE FEET Sam . K / N K Email: Willmar@bolton-menk.com tf L CHECKED www.bolton-menk.com STREETSCAPE DETAILS C H ru i czn9/2023 n1EOW11127815 8 -GAUGE ALUMINUM SIGN PANEL PAINT KEY 3" 0 12'-0" LONG GALVANIZED - SIGN FACE GRAPHICS ARE PAINT# COLOR STEEL POLE, SOLID CAP, PAINTED BRONZE COLOR, (BY OTHERS) ADHESIVE DECAL, TYP. SEE DECAL NOTES. PAINTlO PAINT O DARK BLUE CMYK: C100 M74 Y33 K17 BRIGHT GREEN CMYK: C61 MO Y99 KO PAINT3O DARK BROWN CMYK: C40 M70 Y100 / -' o - PAINT ® WHITE: CO MO YO KO 1'-0"0 LIGHT POLE 8 -GAUGE ALUMINUM SIGN PANEL, TWO PER POLE (ONE EACH SIDE) SIGN FACE GRAPHICS ARE ADHESIVE DECAL, TYP. SEE DECAL NOTES. O n In11 � L3.14 to v 1 vo000o0��oDo�ms �c 1 POLE -MOUNTED PUBLIC PARKING SIGN z POLE -MOUNTED WAYFINDING SIGN SCALE: N.T.S. SCALE: N.T.S. PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. FINAL COLORS WILL BE SELECTED FOR CONTRACTOR TO USE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. 8 -GAUGE SIGN PANEL ON BOTH SIDES OF POLE. TAPERED LIGHT POLE AS SPECIFIED. REINFORCEMENT BAR FOR SIGN ATTACHMENT TO POLE BRACKET. SIZED PER MANUFACTURER FOR SIGN STABILITY MANUFACTURER PROVIDED HEAVY DUTY POLE BRACKET/CLAMP SIZED TO FIT POLE. /1 WAYFINDING SIGN MOUNTING SCALE: N.T.S. ti 111111 CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARDI SHEET RY OR UNDER Y RECTS PE 151 ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) IA RCH E AT F s—. I l T Y YJ F o zs so o s 10��` %ET N wILLMAR, MINNESOTA 56201 / " BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTI/I o HORZ. VERT. Phone: (320) 231-3956 .+ M�nt���ll�CHECKL3.14SCALE FEET SCALE FEET Sam . K / N K Email: Willmar@bolton-menk.com tf L CHECKED www.bolton-menk.com STREETSCAPE DETAILS C H ru i czn9/2023 n1EOW11127815 GENERAL SIGN NOTES: 1. MEASUREMENT AND PAYMENT FOR SIGNAGE SHALL BE FOR EACH SIGN INSTALLED AND SHALL INCLUDE ALL SITE PREP, MATERIALS, AND LABOR REQUIRED, INCLUDING BUT NOT LIMITED TO EXCAVATION, BASE PREP, CONCRETE FOOTINGS, ALUMINUM CABINET AND FRAMING, ELECTRICAL, METAL WORK, STRUCTURAL ENGINEERING, REINFORCEMENT AND ALL ITEMS NECESSARY FOR CONSTRUCTION, FABRICATION, AND INSTALLATION COMPLETE OF EACH SIGN. 2. DESIGN DRAWINGS AND DETAILS ARE FOR DESIGN INTENT AND BIDDING REFERENCE ONLY. SIGNED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO BEGINNING OF CONSTRUCTION, ALLOWING A MINIMUM OF 15 CALENDAR DAYS FOR LANDSCAPE ARCHITECT'S REVIEW. THE SHOP DRAWING PACKAGE SHALL SHOW THE ENTIRE SIGN AND ALL COMPONENTS REQUIRED TO CONSTRUCT SAID SIGN. a. CONCRETE FOUNDATION: SHOP DRAWINGS SIGNED BY THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL INDICATE FOOTING DIMENSIONS, REINFORCEMENT, CONCRETE MIX DESIGN, AND BASE PREP. b. ALUMINUM CABINET: SHOP DRAWINGS SIGNED BY THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL SHOW FABRICATION, FIT AND FINISH OF ALL COMPONENTS OF THE ALUMINUM CABINETS INCLUDING CABINET EXTERIOR FINISHES AND MATERIALS, SIGN LETTERING, METAL FRAMEWORK AND CONNECTIONS, ELECTRICAL COMPONENTS, AND ANCHORAGE TO THE CONCRETE FOOTING. 3. CONTRACTOR SHALL SUBMIT PHYSICAL SAMPLES FOR APPROVAL; ALL UNIQUE MATERIALS, COLORS, AND FINISHES SHALL BE REPRESENTED IN THE SUBMITTED PHYSICAL SAMPLES. MATERIALS SHALL BE PREPARED IN A WAY THAT THE VARIOUS MATERIALS CAN BE REVIEWED AS A PART OF THE GREATER WHOLE, I.E. PROVIDING A ROUTED FINISHED ALUMINUM SHEET FOR THE ARRANGEMENT OF THE ACRYLIC LETTERS, FINISH COATINGS, LIGHTING, AND DECALS. 4. CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING AND WEATHERPROOFING MEASURES FOR ALL COMPONENTS TO PROTECT THE SIGN FROM WATER OR PEST INTRUSION. 5. DIGITAL ARTWORK FILES ARE AVAILABLE FROM THE OWNER UPON REQUEST FOR TEXT, GRAPHICS, COLORS, AND ADDITIONAL DIMENSIONAL INFORMATION TO AID IN THE FABRICATION OF THE SIGNS. CONCRETE FOUNDATION 1. UNLESS SUPERCEDED HEREIN, SECTION 2411 OF THE MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION, SHALL GOVERN. 2. CONCRETE MIX DESIGN SHALL BE BY THE CONTRACTOR'S STRUCTURAL ENGINEER AND SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS AS NOTED ABOVE IN THE GENERAL SIGN NOTES. 3. REINFORCEMENT SHALL BE AS DESIGNED BY THE CONTRACTOR'S STRUCTURAL ENGINEER. BARS SHALL BE EPDXY COATED IN ACCORDANCE WITH MNDOT SPEC 3301. ALL REBAR SHALL BE 3" CLEAR OF EDGE OF CONCRETE UNLESS APPROVED THROUGH THE SHOP DRAWING PROCESS. RELIEF OF FORMLINER SURFACES ARE NOT CONSIDERED AS COVER FOR REINFORCING AND ARE IN ADDITION TO THE REQUIRED 3" MINIMUM CLEAR. 4. ALL FOUNDATIONS SHALL BE REINFORCED 4,000 PSI PORTLAND CEMENT CONCRETE WITH INTEGRAL COLOR ADMIXTURE (SCOFEILD SG237-2 CORONADO BUFF OR APPROVED EQUAL). 5. ALL EXPOSED CONCRETE NOT RECEIVING A FORMLINER FINISH AS INDICATED IN THE DRAWINGS SHALL BE SMOOTH FORM ARCHITECTURAL FINISH. 6. PROVIDE 1" CHAMFER ON ALL EXPOSED EDGES. 7. FORMLINER FINISH AS INDICATED ON DRAWINGS SHALL BE A STACKED STONE TEXTURE (FITZGERALD 17002 AUSTIN ASHLAR OR APPROVED EQUAL), CONTINUOUS ON ALL SIDES. THE FORM LINER PATTERN SHALL TERMINATE IN A CLEAN MASKED EDGE TO CREATE A CONSISTENT 4" 'CAP' PARALLEL TO THE TOP EDGE OF THE FOUNDATION. CURVED FOUNDATION TOPS SHALL BE CONTINUOUS CURVES AS INDICATED ON THE DRAWINGS AND SLOPED TO DRAIN. FOUNDATION FINAL DESIGN DIMENSIONS AND REQUIRED REINFORCEMENTS SHALL BE DETERMINED AND DESIGNED BY STRUCTURAL ENGINEER LOCATED IN THE STATE OF MINNESOTA. FOUNDATIONS SHOWN WITHIN THE METAL WORK & ALUMINUM CABINETS 1. ALL FREESTANDING, INTERNALLY ILLUMINATED MONUMENT SIGNS SHALL BE CONSTRUCTED OF 8 GAUGE 3003 -GRADE ALUMINUM SHEETING, OVER A METAL FRAME AND ANCHORING SYSTEM BY SIGN FABRICATOR. WHERE CABINET INCLUDES ILLUMINATED CUTOUT PATTERN, OPEN VOIDS SHALL BE BACKED BY A WHITE ACRYLIC DIFFUSER PANEL WITH COLORED TRANSLUCENT VINYL COATING. VISIBLE JOINTS AND FASTENERS SHALL BE MINIMIZED AND ALL EDGES AND IRREGULARITIES SHALL BE GROUND SMOOTH PRIOR TO FINISHING. FABRICATOR SHALL BE UL LISTED WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE. 2. PROVIDE CONTINUOUS WELDS AT ALL NON -MECHANICALLY FASTENED JOINTS. GRIND SMOOTH ALL WELDS AND CUTS. 3. ALL METAL SIGN ELEMENTS TO BE PAINTED UNLESS OTHERWISE NOTED. SEE PAINTED COATINGS NOTES. 4. ALL ANCHORS AND CONNECTIONS SHALL BE HIDDEN OR MINIMIZED FROM EYE -LEVEL VIEW. ALUMINUM PLATES 1. ALL WALL AND POLE-MOU NTED 'PLATE -STYLE' SIGNS SHALL BE CONSTRUCTED OF 8 GAUGE 3003 -GRADE ALUMINUM PLATE WITH ANCHORING SYSTEM BY SIGN FABRICATOR. VISIBLE JOINTS AND FASTENERS SHALL BE MINIMIZED AND ALL EDGES AND IRREGULARITIES, INCLUDING CUTOUT PATTERN EDGES, SHALL BE GROUND SMOOTH PRIOR TO FINISHING. TEXT & DECALS (NON -ILLUMINATED) 1. FONT AND TEXT ON SIGN ARE FOR BIDDING PURPOSES ONLY. CONTACT OWNER'S REPRESENTATIVE FOR DIGITAL FILE OF TEXT OUTLINE FOR CONTRACTOR FABRICATION. 2. ALL NON -ILLUMINATED TEXT AND LOGO DECALS SHALL BE PAINTED OR REFLECTIVE APPLIED ADHESIVE VINYL (3M SCOTCHLITE REFLECTIVE GRAPHIC FILM 680 OR EQUAL), OPAQUE WHITE COLOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. SUBMIT PHYSICAL SAMPLES AS NOTED ABOVE IN THE GENERAL SIGN NOTES. ACRYLIC COMPONENTS 1. ACRYLIC COMPONENTS SHALL BE TRANSLUCENT, FLAME -POLISHED, WEATHER RESISTANT, UV FILTERING, AND NON -YELLOWING. COLOR AS INDICATED ON THE DRAWINGS. 2. SUBMIT PHYSICAL SAMPLES AS DESCRIBED IN THE GENERAL SIGN NOTES ABOVE. PAINTED COATINGS 1. ALL EXPOSED ALUMINUM OR METAL COMPONENTS SHALL BE FINISHED WITH AN ACRYLIC PAINT OR SIMILAR COATING, INCLUDING THE INTERIOR OF ALUMINUM SIGN CABINETS, MOUNTING PLATES, AND COMPONENTS EMBEDDED IN CONCRETE FOUNDATIONS, PER SPECIFICATION. PAINT KEY PAINT# COLOR PAINT 10 DARK BLUE CMYK: C100 M74 Y33 K17 PAINT 20 BRIGHT GREEN CMYK: C61 MO Y99 KO PAINT 30 DARK BROWN CMYK: C40 M70 Y100 K89 PAINT ® WHITE: CO MO YO KO I HEREBY CERTIFY � T�j���JJJJJIIIIII QQTQQQ��fTHIS PIAN, SPECIFICATION, OR RfffETE���FORT WAS PREPARED La�Ry.pFEE f 4lECT SUPER otHE AW QfjHjQAT6�FJALN�SOTA SEO \JV CC II VU Sams . K ;ped o 1 u I R�9/2023 ELECTRICAL & LIGHTING 1. ALL ILLUMINATED TEXT ON MONUMENT -STYLE SIGNS SHALL BE PUSH -THROUGH ACRYLIC LETTERS, WHITE, 1" PROUD OF ROUTED CABINET FACE AND BACK -LIT WITH WHITE LED'S PER INDUSTRY STANDARDS. ILLUMINATED CUTOUT PATTERNS AND LOGOS SHALL BE BACKED WITH A WHITE DIFFUSER PANEL AND BACK -LIT WITH WHITE LED'S PER INDUSTRY STANDARDS. 2. CABINETS SHALL HOUSE ALL ELECTRICAL ELEMENTS INTERNALLY AND PROVIDE ACCESS TO CONTROLS AND POWER CUTOFF SWITCH THROUGH A CONCEALED WATERTIGHT HATCH FLUSH WITH CABINET FACE AND PAINTED TO MATCH CABINET. ELECTRICAL CONDUIT SHALL BE EMBEDDED IN FOUNDATIONS FOR POWER SUPPLY TO INTERNALLY ILLUMINATED MONUMENT -STYLE SIGNS. 3. ALL ELECTRICAL COMPONENTS USED AND/OR FABRICATED SHALL BE UL APPROVED AND PRODUCED BY A FABRICATOR THAT IS UL LISTED A MINIMUM OF 5 YEARS. DOCUMENTATION OF UL APPROVALS AND LISTINGS SHALL BE SUBMITTAL TO THE LANDSCAPE ARCHITECT FOR APPROVAL. PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. FINAL COLORS WILL BE SELECTED FOR CONTRACTOR TO USE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. )ETON 2040LMA HIGHWAY I2 EAST CITY O I wry EH/B. WILPhone MINNESOTA 56201 j '� Monticcll� c"BH/Bl/Eh M E N K Phone: r@bolt31-men iJ Erv.P Email: Willmar@bolton-menk.com Eo1H/Jk www.bolton-menk.com xo rvo MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE DETAILS SHEET L3.15 IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEUDESCRIPTION ES LCS RCS CS 55 STRIP SERIES SHRUB SPRAY, 121N. POP-UP a b O o T u E SHRUB SPRAY, 121N. POP-UP lana SHRUB ROTATOR, 121N. POP-UP ® U25 0.50 ROOT WATERING BUBBLER SYMBOL MANUFACTURER/MODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT 3b0 MICRO SPRAY BUBBLER X63, PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEUDESCRIPTION - REMOTE CONTROL VALVE 0 QUICK COUPLER VALVE GATE VALVE MASTER VALVE BF REDUCED PRESSURE PRINCIPLE ASSEMBLY © CONTROLLER ♦ RAIN SENSOR • FLOW SENSOR WATER METER PIOC POINT OF CONNECTION IRRIGATION LATERAL LINE — IRRIGATION MAINLINE PIPE SLEEVE c I c I I c c— c c c c c —c—c c c c cv BROADWAY STREET W CSAH 75 0 , �� . 1, I 0 10 20 a HORZ. ? SCALE FEET BROADWAY STREET W (CSAH 75) 1 'M41 — — BY ORUNDER Y RE<TSVE ISI IANDTHATI ADULVLICENSED IA o PJ.pxCH .. j {TAT FJ{LN�SOTA. V FrJ�^ U C c C c c c C C C C C C C C C cC C C C C C cC < C C L]IT C < C C C < C C C C C— C C C c C c C O IN w W , �� . 1, I 0 10 20 a HORZ. ? SCALE FEET BROADWAY STREET W (CSAH 75) 1 'M41 — — BY ORUNDER Y RE<TSVE ISI IANDTHATI ADULVLICENSED IA o PJ.pxCH .. j {TAT FJ{LN�SOTA. V FrJ�^ U 2040 HIGHWAY 12 EAST JJOLTON WILLMAR, MINNESOTA 56201 E..il:pWillmar@bolton-menk.com com M E N K Pff hone: (320) 231 -men www.bolton-menk.com R CITY OF 4 MontiAo L]IT RICH R yl+.I 1 I/1n �1,1Jj76�1 1 a /l9/2023 — ,,, M40 — — — — M�o I 169 I 1 I IN O W N W V7 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT IRRIGATION PLANS 11.01 BROADWAY STREET W CSAH 75 i W o I w:i _[­­c_c_c_c_c_cT D I ­—D— Ifw w I I O I BROADWAY STREET W (CSAH 7 I M38 M39 005 4 , —D D > > ' — --> — I I I I I I I v N V w w W I IRRIGATION LEGEND 1= SYMBOL MANUFACTURER/MODEL/DESCRIPTION I w ® © ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP to ES LCS RCS CS ss o q O O SHRUB SPRAY, 121N. POP-UP o T H E • SHRUB ROTATOR, 121N. POP-UP im A ■ ROOT WATERING BUBBLER 02s O.sO SYMBOL MANUFACTURER/MODEUDESCRIPTION 19 8 DRIPCONTROLZONE KIT iso MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREATO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEUDESCRIPTION 46�& REMOTE CONTROL VALVE O QUICK COUPLER VALVE GATE VALVE MASTER VALVE C BF REDUCED PRESSURE PRINCIPLE ASSEMBLY CONTROLLER RAIN SENSOR A1` (to FLOW SENSOR 3 ® Ma WATER METER f POC POINT OF CONNECTION \\1\V\ T IRRIGATION LATERAL LINE — IRRIGATION MAINLINE --- -_ PIPE SLEEVE I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN[D SHEET RY OR UNDER Y RECTS PE ISI IANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 0 10 20 A D P cry I AT P SoTA. g O LTO N CITY C1 F DRAwry P� WILLMAR, MINNESOTA 56201 �I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT a 1 HORZ. Phone: (320) 231-3956 IVI�ntlC�I GHEGR 11 O ? SCALE FEET Email: Willmar@bolton-menk.com EDJH/1K IRRIGATION PLANS RICH=6 R yy��,,,,II� y� M E N K www.bolton-menk.com G Vfe1 I u ��i/19/2023 JH/JK BROADWAY STREET W CSAH 75 I LU W 1.. N J�J �J� •^ CC _____.>_____--�J� ae z � a w I BROADWAY STREET W (CSAH 75) % Eo M37 I I I I I I I FF I I v m I v I IRRIGATION LEGEND I c in SYMBOL MANUFACTURER/MODEUDESCRIPTION w ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP N ES LCSRCS CS SS M * 0 SHRUB SPRAY, 121N. POP-UP N O T H F 1 @0 SHRUB ROTATOR, 121N. POP-UP I A ■ ROOT WATERING BUBBLER 0.25 0.50 SYMBOL MANUFACTURER/MODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT 360 MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEUDESCRIPTION - REMOTE CONTROL VALVE QUICK COUPLER VALVE GATE VALVE MASTER VALVE f BF REDUCED PRESSURE PRINCIPLE ASSEMBLY a C CONTROLLER it 1(01 RAIN SENSOR FLOW SENSOR 3 ® O WATER METER P POINT OF CONNECTION \\1\V\ IRRIGATION LATERAL LINE IRRIGATION MAINLINE PIPE SLEEVE - ,�^y I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN[D SHEET RY OR UNDER Y RECTS PE ISI IANDTHATI ADULYUCENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 0 10 20 IAD P CH I AT P SDTA. g Q LTO N CITY C1 F DRAwry P� WILLMAR, MINNESOTA 56201 �I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT a� HORZTsw%Email: Willmar@bolton-menk.com MontiAo GHEGR 11.03 ? SCALE FEET EDJH/1K IRRIGATION PLANS RICH=6 R yy��,,,,II� y� M E N K www.bolton-menk.com 10 Vfe1 I uQ ��i/19/2023 EOW1127815 BROADWAY STREET W CSAH 75 0 o � w w w e•,.• ..a. :erAA ---- ---- ---------- C, -- ----- ----- ---� ---- --- — —-------- --- — — — — » > » » >> >> >> » > °> I O LL V I \ LL v W JJ / V � I I \ LL VJ LL/ V I I / I BROADWAY STREET W (CSAH 75) I T T T I I \ V I LL > T T T I I I ^^ T A I I^ — — — __ __ —_— ___ ________ __ _ ________________________ __ —_ — _ .'..e ----- ----- ---- ----- ----- ----- Is 8°a8 eqd. I 2 IRRIGATION LEGEND N N I n y, SYMBOL MANUFACTURER/MOOELIDESCRIPTION Vw1 I ® ® a iZ ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS 00 00 SHRUB SPRAY, 121N. POP-UP O T N F • SHRUB ROTATOR, 121N. POP-UP laao ® ® ROOT WATERING BUBBLER azs osD SYMBOL MANUFACTURER/MODEL/DESCRIPTION ■ DRIP CONTROL ZONE KIT 3fi0 MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEIJDESCRIPTION - REMOTE CONTROL VALVE 0 QUICK COUPLER VALVE GATE VALVE (My' MASTER VALVE `C �B Fi REDUCED PRESSURE PRINCIPLE ASSEMBLY © CONTROLLER ® RAIN SENSOR FLOW SENSOR RR E WATER METER 3 ® POC POINT OF CONNECTION 2 \\ M `r\ IRRIGATION LATERAL LINE IRRIGATION MAINLINE PIPE SLEEVE I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN[D SHEET RY OR UNDER Y RECTS PE ISI IANDTHATI ADULVLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) Y ry 0 10 20 IAD P cry I AT F SDTA. g 0 LTO N CITY C1 F DRAwrv �°° P� WILLMAR, MINNESOTA 56201 f� _ I ( i`I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT I /I HORZ.TS0Email Willmar@bolton-menk.com MontiAo crvFCR 11.OT g SCALE FEET EDJH/1K IRRIGATION PLANS o RICH R y�,,I y M E N K www.bolton-menk.com o� G Vfei I u iQi/19/2023 OW 1127815 BROADWAY STREET W CSAH 75 o I W w w i � w IN w w w i4_1 - , m ----- ----- ---®m----- - ----- 771 lye s T T T BROADWAY STREET W (CSAH 75) T T T T T T r l T T T �1 T °�� I T T T T T T A I T T T > » T » T » T T T I�� T T T o zKA-,%rl'M34 v — — — --- — — — — _ - -- ----------- --------__- ---- __--- ®-__ ---=- _---- ® w IRRIGATION LEGEND w w SYMBOL MANUFACTURERIMODELIDESCRIPTION ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP /7TT7TT7TT/ T 7 77 /1 111 ES LCS RCS CS SS D ® SHRUB SPRAY, 121N. POP-UP If' ' O TF SHRUB ROTATOR, 121N. POP-UP ' A ■ ROOT WATERING BUBBLER 0.25 050 SYMBOL MANUFACTURERMODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT • MICRO SPRAY BUBBLER 390 PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURERIMODEUDESCRIPTION s REMOTE CONTROL VALVE Q QUICK COUPLER VALVE GATE VALVE MASTER VALVE BF REDUCED PRESSURE PRINCIPLE ASSEMBLY CONTROLLER © RAIN SENSOR t� ©$ FLOW SENSOR c a WATER METER ® POC POINT OF CONNECTION c T - �o � IRRIGATION LATERAL LINE IRRIGATION MAINLINE PIPE SLEEVE '- ,�^y � I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED RY OR UNDER Y RETS PE 151 IANDTHATI ADULYLICENSED SIGN[D EH/BJ o�WN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET .� O U z0 wD P CH 1 ATF SDTA P� �I gQLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY Of BH/BJ/EH/PA a� HORZ Monticcna DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT -11.05 GNEGR EDJH/1K ? SCALE FEET M E N K EmailPWillmar@bolton-me k.com IRRIGATION PLANS RICH R yy��,,,,II� y� Vfe1 I u iQ /19/2023 www.bolton-menk.com G OW 1127815 BROADWAY STREET W CSAH 75 1 IRRIGATION LEGEND 1 SYMBOL MANUFACTURER/MODELIDESCRIPTION ® ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS 1' Illi 1 1 a b SHRUB SPRAY, 121N. POP-UP i II 1 Q T H F - / f 1 SHRUB ROTATOR, 121N. POP-UP '" .' •: '•. _ 1 1 f t ® ® ROOT WATERING BUBBLER 1 - 1 1 SYMBOL MANUFACTURER/MODEIJDESCRIPTION •_�[ 1 ' 1 8 DRIP CONTROL ZONE KIT MICRO SPRAY BUBBLER 360 � - - - 7�77 ® 1 II I _ 16 PLANTER SERVICE BOX - 1 VIII 1 AREA TO RECEIVE DRIPLINE / 1 1 SYMBOL MANUFACTURER/MODEIJDESCRIPTION REMOTE CONTROL VALVE © o a 0 0 0 1 0 QUICK COUPLER VALVE = 1 GATE VALVE O '4i^ I IIII ro` om MASTER VALVE W n ® 1 flll REDUCED PRESSURE PRINCIPLE ASSEMBLY at I 1 1 BF © CONTROLLER 3 � 1 RAIN SENSOR ♦ O w I 1 Q. N W1 • FLOW SENSOR y 3 1 WATER METER I Im Y? El 0 N PT POINT OF CONNECTION Oc I II N G t I � m III 1 IRRIGATION LATERAL LINE z fv • I 1 - IRRIGATION MAINLINE O I 17 I , BLOCK 52 PROJECT WORK AREA BY OTHERS I — — — — — — PIPE SLEEVE Z I D (SHOWN FOR COORDINATION PURPOSES) I 1 I z I 1 Li n I ? - Z„ 18 3 Illlt I v I I III I W y — — - V fll v � ILII I <v< «�< < < f<� I « T I T T T BROADWAY STREET W (CSAH 75) T II T T T (5' IT v1211 T T T T T T TI T T T w w = N l » » > » v T T T » » » T T I T » » » » »I T T T T T T » >> I t cc ., r 2'III M23 M24 --- -- 0 10 20 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI AND THAT I ADULY LICENSED a O P CH AT F SOTA. �� a LTO N 2040 HIGHWAY 12 EAST WI 56201 CITY i.1 [GGN[D EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET oRAwry HORZ. ���I � Phone:MINNESOTA Phone:(320) 231 -men Mon1tiAo BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 1.06 ICReDJH/1K CHEN SCALE FEET M E N K Email: Willmar@bolton-menk.eom IRRIGATION PLANS µ r //�'�� RICH R yl ns 1 u G la /l9/2023 UVJ j7 �i �� TPRoI.No. 4R1s www.bolton-menk.com owl BROADWAY STREET W CSAH 75 — — — — — — — — — — — — — NOTE: ABANDON EXISTING WATER CONNECTION IN CHAMBER OF COMMERCE BUILDING. SALVAGE CONTROLLER, METER, AND BACKFLOW TO OWNER. ME SEE SHEET 11.05 1� 1z v = O l7 h V 1 v BII v IXI v Iu ,I Im < < c 1 v " :LI I v Z5 1 H 1 v v V 1 V � I \ ® Y o v Q V v cr. Oo m I � a, v I I v I V V I V V A 1 a << LL \ v LL / L I BLOCK 52 IRRIGATION SYSTEM JJ LL SEE SHEET 11.05 BLOCK 52 IRRIGATION SYSTEM - I IRRIGATION LEGEND � -- I SYMBOL MANUFACTURERIMODEVDESCRIPTION FRI u BLOCK 52 PROJECT WORK AREA BY OTHERS (SHOWN FOR COORDINATION PURPOSES) a a & a & I I I I Ili III 1I BLOCK 52 IRRIGATION SYSTEM ES LC S RCS CS SS STRIP SERIES SHRUB SPRAY, 121N. POP-UP a Q V 0SHRUB T SPRAY, 121N. POP-UP SHRUB ROTATOR, 121N. POP-UP I ® ® 05D ROOT WATERING BUBBLER I025 SYMBOL MAN.1ACT.RER/.O.EVDESCRIPTK)N I 8 DRIP CONTROL ZONE KIT 360 MICRO SPRAY BUBBLER _ 2 I z' I PLANTER SERVICE BOX � I N I 170 O ILI ° I ° Q AREA TO RECEIVE DRIPLINE IC Z I I l y I I I I SYMBOL MANUFACTURER/MODEVDESCRIPTION IH Z O REMOTE CONTROL VALVE u w 0 QUICK COUPLER VALVE 12 LL ~ GATE VALVE z I a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ MASTER VALVE u �•W■■■0 BF REDUCED PRESSURE PRINCIPLE ASSEMBLY 0 © CONTROLLER N w I BLOCK 52 PROJECT WORKAREA BY OTHERS 1 BF N I ul 11* RAIN SENSOR Z < I � O 1 ©$ FLOW SENSOR -9 I Q PINE STREET ® to O 10 2D O WATER METER --- N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 POC POINT OF CONNECTION LA MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET Y u HORZ ° SCALE FEET IRRIGATION LATERAL LINE �II f M E N K Email: Willmar@bolton-me k.com MontiAo BH/BJ/EH/PA m 1 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT IRRIGATION PLANS — IRRIGATION MAINLINE PIPE SLEEVE I I I I Ili III 1I BLOCK 52 IRRIGATION SYSTEM II ❑ I I I P1 I z II z z o Ew ~ I < _ 2 I z' I � I N I 170 ILI ° I ° u I IC I I l y I I I I o I I m I� ~ z I a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ u O 2�% I BLOCK 52 PROJECT WORKAREA BY OTHERS 1 BF I(SHOWN FOR COORDINATION PURPOSES) < I I BLOCK 52 IRRIGATION SYSTEM 1 -9 I PINE STREET O 10 2D HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI IAND THATI ADULY LICENSED a D PO P CHAT F SOTAF SOTA. ° P� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY �.1f SIGN[° EH/BJ oxAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET HORZ ° SCALE FEET �II f M E N K Email: Willmar@bolton-me k.com MontiAo BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT IRRIGATION PLANS 11'07 e 1°H 1°K `"E`R° / ,fie www.bolton-menk.com RICH R 6q6 s rU S I^ n 1 `�IW12' R 6 1.06/Is/zoza 15 PINE STREET 0 I o, I ® J -- — --- -------- ---- --- -------- ---- -- — ---- -- ----- -- 2" \ tYz" Q z '• � \ ' ID I � � I_ WALNUT STREET WALNUT STREET I T "I, T 1 'IIS T T l,l T ;• -- - -- - - _ 1 1 1 1 O1 _ — IRRIGATION LEGEND I ® I w = I 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION ®1 I ® ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LC S RCS CS SS w SHRUB SPRAY, 121N. POP-UP I F 1 I •H SHRUB ROTATOR, 121N. POP-UP » o00 V c) ® ® ROOT WATERING BUBBLER DSYMBOL I '> 77 MANUFACTURER/MODEUDESCRIPTION i DRIP CONTROL ZONE KIT MICRO SPRAY BUBBLER i7 —» �» II 36D Al PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE C II SYMBOL MANUFACTURER/MODEUDESCRIPTION REMOTE CONTROL VALVE QUICK COUPLER VALVE \ CC III GATE VALVE n \ IMASTER T_ VALVE / BF REDUCED PRESSURE PRINCIPLE ASSEMBLY �• '• C CONTROLLER n / _ �/ i� / I ❑ C ® RAIN SENSOR �$ FLOW SENSOR c : °: 698 — ti°d e96 ve. 96 i O WATER METER o ..9.668 ... „ ... / — ® POC POINT OF CONNECTION %� / IT�o ��� I O O O T IRRIGATION LATERAL LINE 1 IRRIGATION MAINLINE PIPE SLEEVE 10 20a I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDERtY���UCINSED D CHSOTAg O LTO N 2040 HIGHWAY I2 EAST C T V i.1 F SIGN[D EH/BJ op MONTICELLO, MINNESOTA SP 8605-59 (TH 25)0 SHEET BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT a HORZ. WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 IVI�ntlClla 'I Qp 11.00 GNFGR EDJH 1K SCALE FEET �c M E N K Email: Willmar@bolton-menk.com IRRIGATION PLANS RICH R �U 6 1 I^n 1.06/l9/zoz3 „ G�IOW112i.11 www.bolton-menk.com �� WALNUT STREET 0 W I W W I I — 2 Y 1' W I I WALNUT STREET I , A > I � � I - I T WALNUT STREET rr C. iia II ONE�lls�l�l�1���. �I�r �, , �� •• •�►�.�•�•�• •;�. �� ss_ _ - �.. ...= s 6v� \ �7�,,•:::�•;:.,;;.x.1;1 .•.� ••ca�iy�,r.1����•��y�� ti �__ •.-w.•. •u�•.�.°lr. —.•i��l� ���•:1'1�1:�•;�1� v r= lig■■ ■■■a�`� vs�■`■��1� ars a■■` ����1�■■w■ '■iii■■■■■i�iH�:�• I■■■i ■■■■■�' Him ■■■■■lil�■iill-II■■■■■■■■■■E�11■ `CSN■■■■■■��III��; I■■■■■■■■I■Ia■■�7■■■■■■■ilmom■ommommolcm 5�E, ,■ , ��IG■■■■�iiIIN ANN:eIII• ��= ,,_•� 1■�1 •••1� �1 �1 :• ■■■■ IIIA■■� ti. i•.-,•.�J ISI I •• • • •• � d i�••:� ��i•�i:••fir �•� +�' � I■■■■■■■■■mult■!r■■■■I■■■Iq��� ��■�■■■�■ 1■� • •,••.•;• 111110111 ■■■■■■���••y6�.i ivi L I■■■■■■�❑o� •» _ --,,_1I_ _■MEN yM _ _ 1■■■C iti■i I■■■■■■=_��•::•�.:•�•:j••�-•::�G� i •.•V -yam �•Li•=- , ' • m c .■, 201% SEEP • ••! • r5 i� ,. . • .. • . . • . IIS::.. � � OL� .:�`_ � s C. IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® ® ® 6 ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS 9 « e $ * SHRUB SPRAY, 121N. POP-UP 0 T N F • SHRUB ROTATOR, 121N. POP-UP A ■ 025 0.50 ROOT WATERING BUBBLER SYMBOL MANUFACTURER/MODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT 3RD MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODELIDESCRIPTION - REMOTE CONTROL VALVE 0 QUICK COUPLER VALVE GATE VALVE DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT MASTER VALVE BF REDUCED PRESSURE PRI NCI PILE ASSEMBLY © CONTROLLER ® RAIN SENSOR F$ FLOW SENSOR OWATER METER POC POINT OF CONNECTION T IRRIGATION LATERAL LINE — IRRIGATION MAINLINE PIPE SLEEVE y, 9 0 10 2D HEREBY [ERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI IANDTHATI ADULYUCENSED LA D PO P CHAT F SOTAF $OTA. ° P� �O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY L.1F SIGN[D EH/BJ oxAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) $HEFT HORZ �II MontiAo BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 11'09 1�H `"E`RD / SCALE FEET ,fie M E N K EmailPWillmar@bolton-me k.com www.bolton-menk.com IRRIGATION PLANS RICH R omi s rU S I^ n 1 1.06/Is/zoza �K `�Iowlizisls �� 6 WALNUT STREET Wl IRRIGATION LEGEND SYMBOL MANUFACTURERIMODEUDESCRIPTION ® © ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS a q 4 ® SHRUB SPRAY, 121N. POP-UP 0 T H F • SHRUB ROTATOR, 121N. POP-UP 1000 ® ® ROOT WATERING BUBBLER SYMBOL MANUFACTURERIMODEUDESCRIPTION 19 ® DRIP CONTROL ZONE KIT MICRO SPRAY BUBBLER 3fi0 PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURERIMODEUDESCRIPTION - REMOTE CONTROL VALVE O QUICK COUPLER VALVE GATE VALVE MASTERVALVE BF REDUCED PRESSURE PRINCIPLE ASSEMBLY © CONTROLLER ® RAIN SENSOR to FLOW SENSOR ryI I WATER METER POC POINT OF CONNECTION I �T IRRIGATION LATERAL LINE - - - - - - - IRRIGATION MAINLINE PIPE SLEEVE R I u 4t O N w I N w w I I I • w w_ I w I I I I I CONNECT EXISTING WEST BRIDGE PARK IRRIGATION SYSTEM MAINLINE INTO NEW MAINLINE AND WATER SERVICE I II I © I I I � I ,Y.• J J J J P5 P4 I I 1Y O \\ N tt m� w 0 / �\ 1• O\, 1 la I 1/q" 2• PJ 4 -TJ PG SC F / t• =J=J J- � \ I < z� < — I I r.� '• O 10 ZO I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RETS PE ISI IANDTHATI ADULV LICENSED a D P CH 1 AT F cSOTA. �yN BOLTON 2040 HIGHWAY I2 EAST CITY i.1F SIGN[° EH/BJ oxAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT HORZ. ry �II WILLMAR, MINNESOTA 56201 II�I�ntiAo X1.11 `"E`R°JH/JKIRRIGATION g —, SCALE FEET M E N K EmailPWillmar@bolton-me k.com PLANS RICH R yl*I �U 6 1 I^ n 1.06/Is/zoza ° `�I owlizi815 ,fie www.bolton-menk.com t RIVER STREET PVC MAINLINE TYPICAL OFFSET 2" FROM AS OUTLET PIPE . LENGTH VALVE, 24" MIN. LENGTH TO TO EMITTER FLOW RATE EMITTER 3/4" PVC LATERAL PIPE HARDSCAPE. 4" FROM PLANTED AREA. 0.9 20"X14" JUMBO PLASTIC VALVE BOX. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF 12 12 0.96 1.44 CONNECTORS. DRIP VALVE/FILTER/ PICAL FPT ADAPTER AND OMPRESSION COUPLER 1.03 PVC TRUE UNION BALL VALVE. RN AS SPECIFIED. REGULATOR. 0.41 Green Hydrometer BASKET FILTER AS SPECIFIED. A BV #2 2" ABOVE GRADE PRESSURE REGULATOR AS SPECIFIED. PW A BV AT SHRUBS. �7 5" Ball valve 4" or more PW A SET BOX FLUSH AT Z PVC UNION W1 SHORT NIPPLES. TYPICALOFFSETT'POLVETHVLENEOR FROM HA ESCAPE PVC HEADER MAN IFOLD, SIZE AS PW TURF. = 4" FROM PLANTED PER "MAXIMUM FLOWP R I PW A AREA, ZONE" CH Green Quick coupler valve PW A TYPICAL COMPRESSION #2 Green - PW FITTING o=1 1= III -i III-I1I I- W Moisture sensor DRIPLINE SPACING AS I ZN == III III� J �i NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING PW A W m '^ AIR RELIEFVALVE AT HIGH II O i POI NT ASINDICATED TYPICALDRIPLINE A A WITH EMITTER SPACING AS NOT ED. TIE DOWN g STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR T O.C. AT SAND F FLU SH VALVE OR CAP F AT LOW END AS NOTED END FEED EXAMPLE CENTER FEED EXAMI LE SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT THE HIGHEST POINT. 3. NO MAL SPACING WITHIN THE TOP 2/3 OF SLOPE. 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 1/3 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON ASEPARATE VALVE. GRID PRECIPITATION RATES (IN/HR) AS OUTLET PIPE . LENGTH VALVE, 24" MIN. LENGTH TO TO EMITTER FLOW RATE EMITTER LATERAL 0.6 0.9 SPACING SPACING 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41 MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI I� NOT TO SCALE SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 10" DIAMETER VALVE BOX. COIL 24" TO 30" OF DRIP TUBING IN THE BOX. 1/2" DRIP TUBING TO 3/4" FPT ADAPTER. 2" 52.4 GPM 1.9 PSI 3/4" LATERAL FLOW PER 100 FT GPM PVC BALL VALVE (GPM) POLY PIPE HEADER SIZE WIT SHORT EMITTER 12" 18" 24" 1/2" 4.7 GPM 8.8 PSI DRIPLINE OR 1/2" FLOW SPACING SPACING SPACING 3/4" 8.3 GPM 6.3 PSI DRIP TUBING. 1" 13.5 GPM 4.8 PSI 0.6 GPH I.OGPM 0.61GPM 0.50GPM 1-1/2" 31.8 GPM 2.9 PSI 0.9GPH 1.SGPM 1.0 GPM 0.75 GPM 2" S2.4GPM 2.2 PSI MAXIMUM LATERAL LENGTH (FEET) - N EMITTER FLOW RATE GPH-III- III III �- I=I I -I III -III -I I- 12" 18" 24" -III-I-III-III-I III= 1=III-I-III= SPACING SPACING SPACING -III=III-III=III-III -III III 'III -III -III= PSI 0.6 0.9 0.6 0.9 0.6 0.9 10I25 96 175 135 218 171i- 20 249 191 350 171 442 340 - 30 307 236 434 333 550 422 - - 40350 268 495 380 627 171 PVC SCH 40 TEE OR ELL - 50 125 96 175 135 218 171 60 125 96 175 135 218 171 PVC MANIFOLD LINE "NOW" " THICK LAVER OF WASHED WATER SOURCE DRIP VALVE GRAVEL. THE BOX REST UPON OR LATERAL FROM VALVE / THE ROCK BED. DO NOT EXTEND r�T LANDSCAPE DRIPLINE TUBING I EASY FITCOMPRESSION GRAV11-11T.101. f PVC MANIFOLD LINE WITH PVCTEE� - ADAPTER DRIP FLUSH VALVE IN BOX \ EAST FITCOMPRESSION 11,13 COUPLING I r � FLusH VALVE \ / I NOT TO SCALE A AI R RELIEF VALVE: INSTALL AT LANDSCAPE DRIPLINE HIGH POINTOF SYSTEM TUBING F 6" DRIP BOX DRIPLINE OR 1/2" DRIP TUBING. AIR VALVE AS SPECIFIED. 1" F' MPT ELL. 3/4" FPT X 1" DRIP TUBING ADAPTEI FINISH GRADE L DRIP TUBING COUPLING. "C" SHAPED DOGGONE SHAPED POLYGON SHAPED V I I I III -III -I I I RAIN SENSOR CONTROLLER SHOWN AS REFERENCE ONLY VAC POWER NOTES: A. ALL WIRE SPLICING SHALL BE MADE WITH APPROVED CONNECTIONS. B. MAKE ALL WIRE SPLICES IN VALVE BOXES. C. LEAVE MINIMUM OF 24" EXTRA WIRE AT ALL SPLICE POINTS. D. MAXIMUM DISTANCE FROM DECODER TO VALVE= 150 FT. E. MAXIMUM WIRE LENGTH - 10,200 FT. F. WIRE LENGTHS INCLUDE MASTER VALVE AND# - WIRE s TWO -WIRE PATHS EXAMPLE 11.13 NOT TO SCALE 10" DIAMETER ROUND SERVICE BOX, SEE SPECIFICATIONS. FINISH GRADE. 18" BELO GRADE ISOLATION VALVE AS SPECIFIED. �e BRASS ISOLATION VALVE 11.13 NOT TO SCALE PAVEMENT, WALL, OR BUILDING. 11- 11 `Q' Ne•< < 4I I�t� CIRCULAR tip• eiVALVE BOX ,STANDARD LA t (10 D) CIRCULAR (IS' D)VALVE BOX VALVE BOX CONNECT TO POWER SOURCE,(18" X 12" X 12") J -BOX INSIDE PEDESTAL CABINET. �\ JUMBO RECTANGULAR VALVE BOX (22" X 16" X 12") EXAMPLE WIRE PATH #2 POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3. MASTER VALVE NOTES: WIRE PATH #1 1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. 2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATERPROOF PAINT. 3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA. 4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE. 7. VALVE BOXES SHALL BESET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT. 8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION. SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLI P/THREAD COUPLING. 6" SCHEDULE - THREADED NIPPLE. NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA. OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA. INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC SOLVENT WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT. DETAIL LEGEND: OO UNION CONNECrIONS ER HC -150 WITH AS OUTLET PIPE . LENGTH VALVE, 24" MIN. LENGTH TO TO SCI­NlP1,0LR1A1TER, FIRST FITTING. CONTROLLER. MIN. 18 AWG -UF (2.08 mm;) SHIELDED WIRE WITH DIFFERENT COLOR FROM 45° DOWN AS REQ. TO SXTTEE W/ LATERAL PIPE DEPTH. MAINLINE. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ©OUTLET` 50 mm) MAIN LINE AT INLET ON EACH SIDE OFTHE BOX. GOPHER ,3 GRAVEL BASE, 6" (I5 cm) DEEP SCWIRECLOTH SCREEN, WRAP UPSIDES. Green �2 1" DRIP VALVE WITH BASKET FILTER I� NOT TO SCALE SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 10" DIAMETER VALVE BOX. COIL 24" TO 30" OF DRIP TUBING IN THE BOX. 1/2" DRIP TUBING TO 3/4" FPT ADAPTER. 2" 52.4 GPM 1.9 PSI 3/4" LATERAL FLOW PER 100 FT GPM PVC BALL VALVE (GPM) POLY PIPE HEADER SIZE WIT SHORT EMITTER 12" 18" 24" 1/2" 4.7 GPM 8.8 PSI DRIPLINE OR 1/2" FLOW SPACING SPACING SPACING 3/4" 8.3 GPM 6.3 PSI DRIP TUBING. 1" 13.5 GPM 4.8 PSI 0.6 GPH I.OGPM 0.61GPM 0.50GPM 1-1/2" 31.8 GPM 2.9 PSI 0.9GPH 1.SGPM 1.0 GPM 0.75 GPM 2" S2.4GPM 2.2 PSI MAXIMUM LATERAL LENGTH (FEET) - N EMITTER FLOW RATE GPH-III- III III �- I=I I -I III -III -I I- 12" 18" 24" -III-I-III-III-I III= 1=III-I-III= SPACING SPACING SPACING -III=III-III=III-III -III III 'III -III -III= PSI 0.6 0.9 0.6 0.9 0.6 0.9 10I25 96 175 135 218 171i- 20 249 191 350 171 442 340 - 30 307 236 434 333 550 422 - - 40350 268 495 380 627 171 PVC SCH 40 TEE OR ELL - 50 125 96 175 135 218 171 60 125 96 175 135 218 171 PVC MANIFOLD LINE "NOW" " THICK LAVER OF WASHED WATER SOURCE DRIP VALVE GRAVEL. THE BOX REST UPON OR LATERAL FROM VALVE / THE ROCK BED. DO NOT EXTEND r�T LANDSCAPE DRIPLINE TUBING I EASY FITCOMPRESSION GRAV11-11T.101. f PVC MANIFOLD LINE WITH PVCTEE� - ADAPTER DRIP FLUSH VALVE IN BOX \ EAST FITCOMPRESSION 11,13 COUPLING I r � FLusH VALVE \ / I NOT TO SCALE A AI R RELIEF VALVE: INSTALL AT LANDSCAPE DRIPLINE HIGH POINTOF SYSTEM TUBING F 6" DRIP BOX DRIPLINE OR 1/2" DRIP TUBING. AIR VALVE AS SPECIFIED. 1" F' MPT ELL. 3/4" FPT X 1" DRIP TUBING ADAPTEI FINISH GRADE L DRIP TUBING COUPLING. "C" SHAPED DOGGONE SHAPED POLYGON SHAPED V I I I III -III -I I I RAIN SENSOR CONTROLLER SHOWN AS REFERENCE ONLY VAC POWER NOTES: A. ALL WIRE SPLICING SHALL BE MADE WITH APPROVED CONNECTIONS. B. MAKE ALL WIRE SPLICES IN VALVE BOXES. C. LEAVE MINIMUM OF 24" EXTRA WIRE AT ALL SPLICE POINTS. D. MAXIMUM DISTANCE FROM DECODER TO VALVE= 150 FT. E. MAXIMUM WIRE LENGTH - 10,200 FT. F. WIRE LENGTHS INCLUDE MASTER VALVE AND# - WIRE s TWO -WIRE PATHS EXAMPLE 11.13 NOT TO SCALE 10" DIAMETER ROUND SERVICE BOX, SEE SPECIFICATIONS. FINISH GRADE. 18" BELO GRADE ISOLATION VALVE AS SPECIFIED. �e BRASS ISOLATION VALVE 11.13 NOT TO SCALE PAVEMENT, WALL, OR BUILDING. 11- 11 `Q' Ne•< < 4I I�t� CIRCULAR tip• eiVALVE BOX ,STANDARD LA t (10 D) CIRCULAR (IS' D)VALVE BOX VALVE BOX CONNECT TO POWER SOURCE,(18" X 12" X 12") J -BOX INSIDE PEDESTAL CABINET. �\ JUMBO RECTANGULAR VALVE BOX (22" X 16" X 12") EXAMPLE WIRE PATH #2 POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3. MASTER VALVE NOTES: WIRE PATH #1 1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. 2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATERPROOF PAINT. 3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA. 4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE. 7. VALVE BOXES SHALL BESET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT. 8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION. SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLI P/THREAD COUPLING. 6" SCHEDULE - THREADED NIPPLE. NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA. OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA. INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC SOLVENT WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT. DETAIL LEGEND: OO UNION CONNECrIONS ER HC -150 WITH O7 FORT/PE AND SYSTEM (SEE LEGEND AND PLANS O2 SCH 80 PVC FEMALE ADAPTER IS X T) ® TWO WIRES TO FL OW SENSOR TERMINALATAT ORECTANGULAR VALVE BOX PER SPECIFICATIONS CONTROLLER. MIN. 18 AWG -UF (2.08 mm;) SHIELDED WIRE WITH DIFFERENT COLOR FROM II 55�� CONTROL/COMMON WIRE. EGRE EURO IIEPTHT RE OO WEATHERPROOF WIRE CONNECTOR ® LOW ER MAI 45 DEGREE FOR LARGER MAIN LINE AS NEE ,0 FINISH GRADE IDIED)SS�� © LOWER MAI N LINE TO PROPER LIEPTH TO >> SPECIFIED SOIL COVER (SEE LEGEND) ©OUTLET` 50 mm) MAIN LINE AT INLET ,2 COMMON BRICK A ,3 GRAVEL BASE, 6" (I5 cm) DEEP 3 INSTALL CAPPED FLANGE, TAP, THREAD, AND PLUG o Identification Guide PW A MV #2 Green Mastervalve PW A FS #2 Green Flow sensor PW A HM #2 Green Hydrometer PW A BV #2 Green Ball valve 3" or less PW A BV #IGreen �7 5" Ball valve 4" or more PW A GV #2 Green Gate valve PW A ARV #2 Green Air release valve PW A QN #3 Green Quick coupler valve PW A RCV #2 Green Remote control valve PW A MS #2 Green Moisture sensor PW A GR #4 Green Grounding rod PW A SB #3 Green Splice box PW A FC #3 Green Future connection s SERVICE BOX REQUIREMENTS 11.13 NOT TO SCALE IRRIGATION CONTROLLER LAB -4" ), INSURE POSITIVE .WAY FROM PEDESTAL IRRIGATION CONTROL EE -1 NOTE: CONTROLLER SHALL BE WIRE IN CONDUIT HARD -WIRED TO GROUNDED IIOVAC POWER SOURCE FRONT RIGHT SIDE SECTION/ELEVATION SECTION/ELEVATION 10 PEDESTAL -MOUNTED CONTROLLER I� NOT TO SCALE T011 GATE VALVE .n W ITH REDUCER 4" THICK CONCRETE PAD. SIZE CONCRETE PAD AS EQUIPMENT t�til SIZE REQUIRES. 12"x2"x2" 11/2" RISER WITH FLARETEE BLIND FLANGE GATE VALVE TAPPEDTO RECEIVE 11/2" PROVIDE WET TAP PLUG FOR WINTER AT EXISTING 6" BLOWOUT WATERMAIN 11 IRRIGATION CONNECTION SCHEMATIC 11.13 WALNUT STREET & WEST BRIDGE PARK NOT TO SCALE CONCRETE PLANTERS -BY OWNERS. REMOVED SEASONALLY. SIZES VARY. POLY TUBING, I TO 3 10" DIAMETER VALVE BOX W/ 1" DIA. HOLE DRILLED FOR TUBING TO BE EXTENDED THROUGH. EXPANSION JOINT MATERIAL (TYP.). 1/2" DRIP TUBING T03/4" FPT ADAPTER. ILII ///I POLY TUBING ROLLED UP SEASONALLY F INSTALL CAPPED FLANGE, TAP, THREAD, AND PLUG e b a� TOPVIEW (1-1/2") FOR WINTER BLOW- - III -III- I I- I I -III= \\ 1=I_I=I_KI I I I -I l lti 1 1 III -III -III -I I KI I OUTOF WATERMAIN PRESSURE l lti l l -III FINISH CAPPED GRADE 2" GV 21, GV FLANGED (TURF) TEE WITH 11/2" z THREADED FITTING 2 INSTALL TWO I" �7 5" 2" WATER VACCUM BREAKERS FINISH �f 2 METER (IN MANIFOLD) GRDE T011 GATE VALVE .n W ITH REDUCER 4" THICK CONCRETE PAD. SIZE CONCRETE PAD AS EQUIPMENT t�til SIZE REQUIRES. 12"x2"x2" 11/2" RISER WITH FLARETEE BLIND FLANGE GATE VALVE TAPPEDTO RECEIVE 11/2" PROVIDE WET TAP PLUG FOR WINTER AT EXISTING 6" BLOWOUT WATERMAIN 11 IRRIGATION CONNECTION SCHEMATIC 11.13 WALNUT STREET & WEST BRIDGE PARK NOT TO SCALE CONCRETE PLANTERS -BY OWNERS. REMOVED SEASONALLY. SIZES VARY. POLY TUBING, I TO 3 10" DIAMETER VALVE BOX W/ 1" DIA. HOLE DRILLED FOR TUBING TO BE EXTENDED THROUGH. EXPANSION JOINT MATERIAL (TYP.). 1/2" DRIP TUBING T03/4" FPT ADAPTER. ILII ///I POLY TUBING ROLLED UP SEASONALLY F F F ,r�-r� e b a� TOPVIEW - - III -III- I I- I I -III= \\ 1=I_I=I_KI I I I -I l lti 1 1 III -III -III -I I KI I III -I l lti l lti l l -III -III -I III-IIrIIRII=III=��� 1111 -III-- I3IIII 5 SUMMER � WINTER +•� 7 2" SCHEDULE 40 PVC SLEEVING PLANTER SERVICE BOX IRRIGATION CONNECTION 4" THICK LAYER OF WASHED 10 x PIPE DIA. 19 Sx PIPEDIA. 11.13 GRAVEL. THE BOX REST UPON THE ROCK BED. DO NOT EXTEND -DEVIEW ,2 GRAVEL NTO BOX. NOT TO SCALE FLOW METER 11.13 ODD SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED �a� DRIP AIR RELIEF VALVE IN BOX NOT TO SCALE 1 TYPICAL DRIPLINE REQUIREMENTS 11.13 11.13 NOT TO SCALE I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED '��"� SHEET BY OR UNDERi Y RETS PE ISI IANDTHATI ADULVLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BOLTON CITU CJF mm�� ii jcj�?Ayp WILLMAR, MINNESOTA 56201 afD3saaj.paal 1 r.6v/KN�soTA. \ n BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �U II I U Phone: (320) 231-3956 Il��0ntic no eH 1.12 �e M E N K Email: Willmar@bolton-menk.com o1H/JK IRRIGATION PLANS RICH(O •Mqt� rj If - I n.n_ ,^„ � c IINTPeO1.N0. www.bolton-menk.com 1" X I" ELL 20"X14" JUMBO PLASTIC VALVE BOX. I" WATER METER 1" BACKFLOW PREVENTION DEVICE, PVC UNION W/ SHORT NIPPLES TO IRRIGATION SYSTEM I" MUNICIPAL WATER STUB W/ GATE VALVE IN STREET 10" DIA. ROUND VALVE BOX W/ BLOW OUT DINT IRRIGATION CONNECTION SCHEMATIC 11.14 MEDIANS NOT TO SCALE I 2 QUICK COUPLER 11.14 NOT TO SCALE IRRIGATION SCHEDULE MONTICELLO SYMBOL MANUFACTURER/MODEUDESCRIPTION CITY • • • • HUNTER TURFSPRAYP 3 SI REGULATED 4N30 STRIP IEPOP-UP. CO -MOLDED WIPER SEAL e ES LCS RCS CS SS WITH UV RESISTANT MATERIAL. «» • • HUNTER PROS-04-PRS308 SERIES 28 URF SPRAY, 30 PSI REGULATED 41N. POP-UP. CO -MOLDED WIPER SEAL TURFSPRAY O T H F WITH UV RESISTANT MATERIAL. S GLOBE CONFIGURATION, WITH FLOW CONTROL. HUNTER PROS-04-PRS3010 SERIES 61 TURF SPRAY, 30 PSI REGULATED 41N. POP-UP. CO -MOLDED WIPER SEAL C T H WITH UV RESISTANT MATERIAL. ®®®� 11T HUNTER PROS-04-PRS3012 SERIES TURF SPRAY, 30 PSI REGULATED 41N. POP-UP. CO -MOLDED WIPER SEAL 22 C T C WITH UV RESISTANT MATERIAL. ® ® ® ® HUNTER PROS -1 2 -CV -F STRIP SERIES 15 ES LCS RCS CB 55 SHRUB SPRAY, 12IN. POP-UP. WITH DRAIN CHECK VALVE. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. a p o© HUNTER PROS-I2-CV.F 8 SERIES 4 C T R SHRUB SPRAY, 121N. POP-UP. WITH DRAIN CHECK VALVE. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 10 (» + 10 HUNTER PROS -I2 -CV -F 10 SERIES 4 a T H F SHRUB SPRAY, 121N. POP-UP. WITH DRAIN CHECK VALVE. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER MP1000 PROS-I2-PRS30-CV •SHRUB ROTATOR, 121N. POP-UP WITH CHECK VALVE, PRESSURE 49 REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PR530 BODY. 1000 M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 0.03 360 ARC. 2 HUNTER MP2000 PROS-I2-PRS30-CV VERSION PROVIDES IN-LINE ISOLATION WHERE THE LOCATION IS NOT SHRUB ROTATOR, 121N. POP-UP WITH FACTORY INSTALLED CHECK 20 VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON ass PRS30 BODY. "BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, 4.08 R=RED 360 ARC. HUNTER ICV -G -DC 2' HUNTER MP3000 PROS-I2-PR830CV 30 SHRUB ROTATOR, 121N. POP-UP WITH FACTORY INSTALLED CHECK 9 VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON 2 PRS30 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, COMMERCIAUMUNICIPAL USE. WITH DC LATCHING SOLENOID FACTORY A=GRAY 360 ARC. 30 HUNTER MP3500 PROS-I2-PRS30CV • SHRUB ROTATOR, 121N. POP-UP WITH FACTORY INSTALLED CHECK 6 3506 VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON 0.7 PR830 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 3 HUNTER RZWS-I8-CV A ■ 181NLONG RZWS WITH INSTALLED.25 GPM OR.50 GPM BUBBLER 6 025 0,% OPTIONS, CHECK VALVE, I/2IN. SWING JOINT FOR CONNECTION TO I/2IN. 4.61 PIPE SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY 1.8 HUNTER ICZ-101-25-LF 1" 42.2 DRIP CONTROL ZONE KIT. 11N. ICV GLOBE VALVE WITH 11N. HY100 FILTER 37 HUNTER PEDSS-A2C-1200-M SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE .5 GPM - 15 30 GPM. 150 MESH STAINLESS STEEL SCREEN. 4.64 HUNTER ICZ-151-XL40 1-1/7 II, DRIP CONTROL ZONE KIT. 1-1/2IN. ICV GLOBE VALVE WITH 11N. HV100 1 FILTERSYSTEM. PRESSURE REGULATION: 40PSI. FLOWRANGE:20GPM 9.44 TO 60 GPM. 120 MESH STAINLESS STEEL SCREEN. 1.1/2IN. INLET X 45.2 SINGLE 2IN. OUTLET HUNTER ICD -100 HUNTER PLD -BV 30 OD MANUAL FLUSH/SHUT OFF VALVE, BARBED INSERT. TYPICALLY 38 52 INSTALLED IN 101N. BOX, WITH ADEQUATE BLANK TUBING TO EXTEND TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKEIO). VALVE OUT OF VALVE BOX. USE WITH HOL OR OTHER 3I41N. DRIPLINE. ® HUNTER PLD-AVR 3/4" 2 PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIP IRRIGATION 38 NORMALLY CLOSED SWITCH. SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING. 1/21N. MPT CONNECTION WITH 80 PSI MAXIMUM RATING. - HUNTER ECO -ID -12 1 ECO -ID: 1I21N. FPT CONNECTION WITH 15 PSI - 100 PSI OPERATING THE SOIL-CLIK PROBE USES PROVEN TECHNOLOGY TO MEASURE MOISTURE WITHIN THE ROOT ZONE. WHEN THE PROBE SENSES THAT PRESSURE. SPECIFY WITH HUNTER SJ SWING JOINT. 15 HUNTER HS -B -STK 46.6 LARGE DIAMETER, UMBRELLA OF WATER. MICRO SPRAY FOR 23 3bo RESIDENTIAUCOMMERCIAL USE. OPERATING RANGE: 15PSI TO 30PSL 40.5 FULL 360 DEGREE SPRAY. HALO -SPRAY WITH BARB AND 61N. STAKE. 0.6 PLANTER SERVICE BOX 24 2IN. FOR USE WITH HYDRAWISE ENABLED CONTROLLER TOMONITOR FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND AREA TO RECEIVE DRIPLINE 3.53 HUNTER HDL -09 -12 -CV 41.5 HDL -09 -12 -CV: HUNTER DRIPLINE W/ 0.9 GPH EMITTERS AT 12' O.C. 9,216 L.F. CHECK VALVE, DARK BROWN TUBING W/ BLACK STRIPING. DRIPLINE COMMERCIAL IRRIGATION SYSTEM. LATERALS SPACED AT 12' APART, WITH EMITTERS OFFSET FOR OWATER TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD -LOC 1 FITTINGS. PSI SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY 30 HUNTER PGV-101G 1" 11N. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR 11 37.3 RESIDENTIAULIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET. 14.91 32.9 GLOBE CONFIGURATION, WITH FLOW CONTROL. 1.44 hn 30 HUNTER PGV-151 GLOBE 1-1/2' 0.85 in/h 1-1/21N. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR 1 RESIDENTIAULIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET, 5.03 30 WITH FLOW CONTROL. GLOBE CONFIGURATION. 1.44 hn 0 HUNTER HQ-3RC 31W 43.4 1.44 hn QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND 11 30 STAINLESS STEEL, WITH 3/41N. NPT INLET, 1 -PIECE BODY. 4.94 24.1 LEEMCOLMV-11BB 1.44 hn 0.03 2IN. X 2IN. _MV -BB SERIES MAINLINE GATE VALVE. THE BELL X BELL 2 30 VERSION PROVIDES IN-LINE ISOLATION WHERE THE LOCATION IS NOT 24.6 ass NEAR A MAINLINE DUCTILE IRON FITTING. 4.08 24.2 HUNTER ICV -G -DC 2' 1.44 hn 30 11N., 1-1/21N., 2IN., AND SIN. PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR 2 1.46 hn COMMERCIAUMUNICIPAL USE. WITH DC LATCHING SOLENOID FACTORY 25 30 INSTALLED OPTION. 3.12 gF ZURN 3751" 1.44 in/h 0.7 REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZES 1/21N.,3/41N., 11N., 3 0.85 in/h 1-1/41N., 1-1/21N., 2IN.. 24.1 30 ZURN 1712" 4.61 BF REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZES I/21N.,3/41N., 11N., 1 1.8 1-1/41N., 1-1/21N., 2IN.. 42.2 ® HUNTER PEDSS-A2C-1200-M 1 30 12 -STATION CONTROLLER IN AN OUTDOOR STAINLESS STEEL PEDESTAL. 4.64 © HUNTER PED-SS-A2C-75D-SS 75 -STATION DECODER CONTROLLER IN AN OUTDOOR STAINLESS STEEL 1 9.44 PEDESTAL. 45.2 1.44 in/h HUNTER ICD -100 25.0 30 OD SINGLE STATION DECODER W/SURGE SUPPRESSION AND GROUND WIRE. 52 24.5 TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKEIO). 1.45 inm ® HUNTER RAIN-CLIK RAIN SENSOR, WITH CONDUIT INSTALLATION, MOUNT AS NOTED. 2 30 NORMALLY CLOSED SWITCH. 25 HUNTER SOIL-CLIK 7.52 ® THE SOIL-CLIK PROBE USES PROVEN TECHNOLOGY TO MEASURE MOISTURE WITHIN THE ROOT ZONE. WHEN THE PROBE SENSES THAT 6 15 THE SOIL HAS REACHED ITS DESIRED MOISTURE LEVEL, IT WILL SHUT 46.6 1.7 iNh DOWN IRRIGATION, PREVENTING WATER WASTE. 24.3 40.5 HUNTER HC -200 -FLOW (2) 0.6 F$ 2IN. FOR USE WITH HYDRAWISE ENABLED CONTROLLER TOMONITOR FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND 2 3.53 ALONE FLOW TOTALIZER/SUB METER ON ANY RESIDENTIAL OR 41.5 1.45 inlh COMMERCIAL IRRIGATION SYSTEM. 26.1 OWATER METER 2" 1 POC 3 POINT OF CONNECTION 1" 1 I1 24.4 42.1 1.44 inlh IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SOR-71" 6,978 L.F. 42.5 IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SOR-711/4" 197.2 L.F. 24.9 IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71" 860.4 L.F. 21.36 IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71 1/4' 438.1 L.F. - IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2' 527.4 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2' 479.7 L.F. - - - - - - - - PIPE SLEEVE: PVC SCHEDULE 402" 3,460 L.F. -------- PIPE SLEEVE: PVC SCHEDULE 402112" 202.2 L.F. ------ PIPE SLEEVE: PVC SCHEDULE 403" 329.2 L.F. ------ PIPE SLEEVE: PVC SCHEDULE 404' 256.4 L.F. VALVE SCHEDULE 49.8 1.99 in/h NUMBER MODEL SIZE TYPE M1 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M2 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M3 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M4 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M5 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE Mfi HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M] HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M8 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M9 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M10 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M11 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M12 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M13 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M14 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M15 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M,6 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M17 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M18 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M19 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M20 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M21 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M22 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M23 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M24 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M25 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M26 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M27 HUNTER ICZ-101-25-LF 1" ROOT WATERING SYSTEM M28 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M29 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M30 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M31 HUNTER ICZ-151-XL-40 1.112" AREA FOR DRIPLINE M32 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M33 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M34 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M35 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M36 HUNTER PGV-101G 1" TURF SPRAY M37 HUNTER PGV-101G 1" TURF SPRAY M38 HUNTER PGV-101G 1" TURF SPRAY M39 HUNTER PGV-101G 1" TURFSPRAY M40 HUNTER PGV-101G 1" TURFSPRAY M41 HUNTER PGV-101G 1" TURFSPRAY M42 HUNTER PGV-101G 1" TURFSPRAY Pi HUNTER PGV-101G 1" SHRUB SPRAY P2 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY P3 HUNTER PGV-101G 1" SHRUB ROTARY P4 HUNTER PGV-101G 1" SHRUB ROTARY PS HUNTER PGV-101G 1" SHRUB ROTARY P6 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE P7 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE P8 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES PSI GPM PSI PSI @ POC PRECIP 3.59 24.3 37.3 1.44 hn 14.91 32.9 1.44 hn 0.7 25.0 0.85 in/h 13.37 29.8 1.44 hn 5.03 24.1 41 1.44 hn 4.82 24.1 43.4 1.44 hn 2.93 24.5 43.8 1.44 hn 4.94 24.1 1.44 hn 0.03 25 0.51 in/h 2.52 24.6 ass 1.45 hn 4.08 24.2 40.6 1.44 hn 1.71 24.8 40.6 1.46 hn 0.02 25 0.51 iWh 3.12 24.4 39.2 1.44 in/h 0.7 25.0 0.85 in/h 4.86 24.1 41 1.44 iVh 4.61 24.2 37.7 1.45 iVh 1.8 24.7 42.2 1.44 iVh 0.4 20.0 3.36 in/h 4.64 24.2 1.44 h/h 9.44 26.7 45.2 1.44 in/h 0.13 25.0 0.51 in/h 4.2 24.5 44.7 1.45 inm 0.6 20.0 3.36 in/h 0.02 25 0.51 in/h 7.52 25.7 1.44 inPo 3 24.5 46.6 1.7 iNh 3.71 24.3 40.5 1.44 inlh 0.6 20.0 3.36 in/h 3.53 24.5 41.5 1.45 inlh 17.94 26.1 43.2 1.44 inlh 0.13 25.0 0.51 in/h 3.51 24.4 42.1 1.44 inlh 2.49 24.7 42.5 1.44 inlh 1.4 24.9 0.85 in/h 21.36 35.0 2.25 in/h 19.7 35.9 222 in/h 16.4 32.4 48.7 1.98 inlh 13.74 31.9 46.0 1.84 b/h 16.91 32.5 48.8 2.16 in/h 15.09 31.9 49.8 1.99 in/h 9.1 32.3 46.5 3.14 in/h 67 32.0 44.4 2.15 iVh 18.88 34.3 0.53 in/h 7.49 32.1 44.7 0.56 in/h 7.68 32.4 0.54 in/h 15.11 32.1 0.6 in/h 4.43 24.6 38 1.43 in/h 8.37 0.03 26.4 25 41.9 1.45 in/h 0.51 in/h IRRIGATION SCHEDULE BLOCK 52 SYMBOL MANUFACTURERIMODELIDESCRIPTION OTY HUNTER ICZ-101-25-LF 1" 19 DRIP CONTROL ZONE KIT. 11N. ICV GLOBE VALVE WITH 11N. HY100 FILTER 8 SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE .5 GPM - 15 GPM. 150 MESH STAINLESS STEEL SCREEN. HUNTER ICZ-151-XL-301-1/2" 0 DRIP CONTROL ZONE KIT. 1-1/21N. ICV GLOBE VALVE WITH 11N. HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 20 GPM 1 TO 60 GPM. 120 MESH STAINLESS STEEL SCREEN. 1-1/21N. INLET X SINGLE 21N. OUTLET HUNTER PLD -BV 9 MANUAL FLUSH/SHUT OFF VALVE, BARBED INSERT. TYPICALLY 9 INSTALLED IN 101N. BOX, WITH ADEQUATE BLANK TUBING TO EXTEND VALVE OUT OF VALVE BOX. USE WITH HDL OR OTHER 3/41N. DRIPLINE. HUNTER PLD-AVR 3/4" 9 PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIP IRRIGATION 9 SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING. 1/21N. MPT CONNECTION WITH 80 PSI MAXIMUM RATING. HUNTER ECO -ID -12 9 ECO -ID: 1/2IN. FPT CONNECTION WITH 15 PSI -100 PSI OPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWING JOINT. HUNTER HS- -STK LARGE DIAMETER, UMBRELLA OF WATER. MICRO SPRAY FOR 1 ass RESIDENTIAUCOMMERCIAL USE. OPERATING RANGE: 15PSI TO 30PSI. FULL 360 DEGREE SPRAY. HALO -SPRAY WITH BARB AND 61N. STAKE. PLANTER SERVICE BOX 2 AREA TO RECEIVE DRIPLINE HUNTER HDL -09 -12 -CV HDL.09.12-CV: HUNTER DRIPLINE W/ 0.9 GPH EMITTERS AT 12' O.C. 5,135 L.F. CHECK VALVE, DARK BROWN TUBING W/ BLACK STRIPING. DRIPLINE LATERALS SPACED AT 17' APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD -LOC FITTINGS. SYMBOL MANUFACTURERIMODEUDESCRIPTION OTY HUNTER HQ-3RC 3/4" 0 2 QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/41N. NPT INLET, 1 -PIECE BODY. HUNTER ICV -G -DC 1-1/2' 11 N., 1-1/21N., 2111., AND 31N. PLASTIC ELECTRIC MASTER VALVE, GLOBE 2 CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. WITH DC LATCHING SOLENOID FACTORY INSTALLED OPTION. HUNTER PED-SS-A2C-75D-SS ® 1 75-S TION DECODER CONTROLLER IN AN OUTDOOR STAINLESS STEEL PEDESTAL. HUNTER ICD -100 - SINGLE STATION DECODER W/SURGE SUPPRESSION AND GROUND WIRE. 9 TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKE10). HUNTER HC -150 -FLOW - 1-1/21N. FOR USE WITH HYDRAWISE ENABLED CONTROLLER TO MONITOR 2 FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND ALONE FLOW TOTAUZER/SUB METER ON ANY RESIDENTIAL OR COMMERCIAL IRRIGATION SYSTEM. IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR -71' 868.9 L.F. IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR -711/4' 55.6 L.F. IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71" 118.9 L.F. IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71 1/4" 1.9 L.F. - IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2" 122.9 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2" 58.4 L.F. PIPE SLEEVE: PVC SCHEDULE 402" 519.1 L.F. PIPE SLEEVE: PVC SCHEDULE 4021/2" 27.2 L.F. VALVE SCHEDULE - BLOCK 52 NUMBER MODEL SIZE TYPE GPM PSI PSI a POC PRECIP Z1 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE 8.0 27.7 1.44 iWh Z2 HUNTER ICZ-101-25-LF 1" DRIP EMITTER 0.03 25.0 0.51 iNh Z3 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE 6.24 25.7 1.44 in/h Z4 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE 1.25 24.9 1.45 in/h Z5 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 8.96 26.9 48.0 1.44 in/h Z6 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 13.26 29.1 49.4 1.44 in/h Z7 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 1.65 24.9 47.9 1.44 in/h Z8 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 11.61 28.1 51.1 1.44 in/h Z9 HUNTER ICZ-151-XL-40 1-1/2' AREA FOR DRIPLINE 1914 28.4 51.4 1.44 in/h I HEREBY [ERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDERR4!NW!��UIINSM 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 6DTA. r30LTON WILLMAR, MINNESOTA 56201C TY�C1Fw�° `"\ ° BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: r@b 231-3956 IVlontic lla CN 1.13 �c M E N K Email: Willmar@bolton-menk.com D1H/1K IRRIGATION PLANS RICH(O -M%� jOj if I n.n_ ,^„ � c Ienr PRO' No. www.bolton-menk.com ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP � TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 49 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT I w TYPE 6 - PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT TYPE 8- STREET LIGHT F-1 LCC- LOAD CENTER CABINET a FR - FOOD TRUCK RECP Ih RS - RECEPTACLE I= ML - MONUMENT LIGHT ELECTRICAL GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE LIGHTING SYSTEM WITH XCEL ENERGY. 2. THIS PLAN SPECIFIES CONDUIT SIZE, TYPE AND GENERAL LOCATIONS, THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD. 3. ALLCONDUITSHALL BE PVC -SCHEDULE 40 OR HDPE SCHEDULE 40 AND OTHERWISE NOTED, AS SHOWN IN THE PLAN. 4. ALLCONDUITSHALLBETRENCHEDUNLESS OTHERWISE NOTED . 5. SEE SPECIAL PROVISIONS FOR DETAILS OF THE LIGHTING UNIT TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER ONE CALL EXCAVATION NOTICE SYSTEM FOR ALL UTILITY LOCATIONS. I I I )0 I I I I TYPE 1 STA:61+02.90 39.11' LT H 61+00 I I I TYPE 1 TYPE 1 STA:63+27.78 STA:64+39.20 39.17' LT 37.99' LT o I F al Z O FI0 = 63+00 64+00 U � w a � I z Ix I I TYPE 1 TYPE 1 STA:62+67.28 STA:63+80.00 41.35' RT 42.03' RT I BROADWAY STREET W (CSAH 75) 62+00 C —1 ezA TYPE 1 STA:62+21.84 7 39.14' LT I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OR UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 TH 25 SHEET 0 10 AS LE C RTE ST NESOTA. CITY n F .NJ r30 LTO N WILLMAR, MINNESOTA 56201 BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.01 HORZ. Phone: (320) 231-3956 Monticello a SCALE FE - Email: Willmar@bolton-menk.com Patri k .yNpylit �+ y�� Inn �c M E N K `RTExaHN1�K ELECTRICAL 1 1 LJ06/l9/2023 www.bolton-menk.mm �Enwr»7ats ELECTRIAL PLAN I m EXISTING STREET LIGHT w TO REMAIN IN PLACE ^ I w x U I Q TYPE 1 STA:61+53.34 I 41.39' RT I ' o '-i I w O w_ N w N TYPE RECEPTACLE I -2 STA:65+32.57 STA:65+39.89 I I 46.09' LT 46.11' LT I W BROADWAY STREET W (CSAH 75) cc ~ I I U O 6 I I RECEPTACLE I I TYPE1 STA:65+50.96 STA:65+08.55 34.85'RT c 34.86' RT w I tz x 1 � I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OR UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 TH 25 SHEET 0 10 AS LE C RTE ST NESOTA. CITY n F .NJ r30 LTO N WILLMAR, MINNESOTA 56201 BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.01 HORZ. Phone: (320) 231-3956 Monticello a SCALE FE - Email: Willmar@bolton-menk.com Patri k .yNpylit �+ y�� Inn �c M E N K `RTExaHN1�K ELECTRICAL 1 1 LJ06/l9/2023 www.bolton-menk.mm �Enwr»7ats ELECTRIAL PLAN k ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP II I I I -0 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) II I I Qo TYPE 3 - CATENARY POLE W/ STREET LIGHT I I -0 TYPE 4 - CATENARY POLE W/ PED LIGHT Qo TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT I I TYPE 6 - PARKING LOT LIGHT f • TYPE 7 -ACCENT LIGHT II I I f+44 ® TYPE 8 -STREETLIGHT II I I ❑ LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP b RS - RECEPTACLE I D ML - MONUMENT LIGHT II II I IMill FOR II II I I I I II II II I I I I III , ® II II I I I I I I a '�1 q II I I I I II z� II II I I I � II r II p I I II li s ti I HEREBY CERTIFY THAT THIS PIAN, SPEIRWION, OR REPORT WAS PREPARED swrv[D BY OR UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605 59 (TH 25) HEFT 0 10 20 I� A°S� ��-((LEc{iyC�y*�@'3¢�R TE `y�"�� ST NESOTA. CITY ri F UMW 3 HORZ. i J,V ,L.�I V l V J BOLTON WILLMAR, MINNESOTA 56201 BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.02 a o _ Phone: (320) 231-3956 Ont? Ce aECReo SCALE FEET Email: Willmar@bolton-menk.conn it l e Patri k y�y�a�c�` y� /�� �e M E N K www.bolton-menk.mm gWHNoK ELECTRICAL I)� INOOS71 I L� I n9/2023 �EOW1127815 ELECTRIAL PLAN �t 5, i SEE SHEET E1.05 m F x w — — — — I ;:ap• I I I •••e w � •o h RECEPTACLE STA:65+83.09 TYPE 2 RECEPTACLE RECEPTACLE TYPE 1 I RECEPTACLE RECEPTACLE STA:67+13.35 RECEPTACLE TYPE 2 STA:67+90.87 RECEPTACLE — I I 46.19' LT STA:66+47.74 STA:66+22.64 STA:66+75.10 STA:67+06.73 STA:67+47.96 39.32' LT STA:67+83.19 35.60'LT STA:68+32.29 44.59' 46.27' LT LT 42.38' LT 39.86' LT 36.52' IT 35.58' LT I 35.68' LT TYPE 1 TYPE 1 STA:65+77.58 I I STA:68+47.35 I I46.18' LT I I 35.53' LT II—I—III—IIII—IIII—IIII—III—III I SLI � I I I J I I BROADWAY STREET W (CSAH 75) I TYPE RECEPTACLE I IRECEPTACLE STA:65+69.71 STA:68+18.77 STA:68+34.25 m 34.83' RT 45.64' RT 46.37' RT q RECEPTACLETYPE RECEPTACLE TYPE 2 RECEPTACLE RECEPTACLE TYPE 1 RECEPTACLE I w TYPE 2 STA:66+23.28 1 STA:66+59.15 STA:66+94.37 STA:67+01.74 STA:67+42.28 STA:67+76.32 STA:68+00.37 w STA:65+85.70 34.79' FIT STA:66+39.97 37.70' RT 40.56' RT 41.18' FIT 44.48' RT 45.67' RT 45.65' RT vwx 34.80' RT 36.05' RT in w w w I k ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP II I I I -0 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) II I I Qo TYPE 3 - CATENARY POLE W/ STREET LIGHT I I -0 TYPE 4 - CATENARY POLE W/ PED LIGHT Qo TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT I I TYPE 6 - PARKING LOT LIGHT f • TYPE 7 -ACCENT LIGHT II I I f+44 ® TYPE 8 -STREETLIGHT II I I ❑ LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP b RS - RECEPTACLE I D ML - MONUMENT LIGHT II II I IMill FOR II II I I I I II II II I I I I III , ® II II I I I I I I a '�1 q II I I I I II z� II II I I I � II r II p I I II li s ti I HEREBY CERTIFY THAT THIS PIAN, SPEIRWION, OR REPORT WAS PREPARED swrv[D BY OR UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605 59 (TH 25) HEFT 0 10 20 I� A°S� ��-((LEc{iyC�y*�@'3¢�R TE `y�"�� ST NESOTA. CITY ri F UMW 3 HORZ. i J,V ,L.�I V l V J BOLTON WILLMAR, MINNESOTA 56201 BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.02 a o _ Phone: (320) 231-3956 Ont? Ce aECReo SCALE FEET Email: Willmar@bolton-menk.conn it l e Patri k y�y�a�c�` y� /�� �e M E N K www.bolton-menk.mm gWHNoK ELECTRICAL I)� INOOS71 I L� I n9/2023 �EOW1127815 ELECTRIAL PLAN ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP Ta TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 49 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6 - PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT ® TYPE 8 -STREETLIGHT 0 LCC- LOAD CENTER CABINET % FR - FOOD TRUCK RECP Ell RS - RECEPTACLE C1 ML - MONUMENT LIGHT TYPE 7 STA:70+16.65 114.61' LT SEE SHEET E1.03 SEE SHEET E1.03 Z . - • ...;..;. ...... I Aao T. ELECTRICAL LEGEND: O F . .'. n - ... _ . ... ... � �av * I p ... ... I ...... N Q ....... ...... ...:. _ :r' H pIT m cl 8 U .. ......... .. ...: .... ...... ...... .. .. _._...._.< .... .. .......�.._ '..�.�..�. .. ..:v.-....._.._ �..:_ .. ... .. .�._... >.�. ......... ..... .'.'.'.':�. ��::'.�'. �:� SALVAGED FED LIGHT (PROVIDEDBY OWNER) TVPE3-CATENARPOEW/STREET LIGHTp ..... W a _� . I � � "' ...� �-_r.'.'.' �_ � � :�: � �:;.;. „ � � �� In O � TYPE 4 - CATENARY POLE W/ PED LIGHT O' LL ...:. ........ ..: _. ... .. ..... ........ .� RECEPTACLE Lu ....... .. _.....'....: .... .. :.;.;. ._._ ...... .._.;..:': p o . I STA:72+14.95 - p '. TYPES - CATENARY POLE W/ STREET &FED LIGHT F- 2 _..... ..., ...... ....... ... .. ........ .. .. ..... ..... ... .. .. ..... ........... 49.86' RT ul ..... ... ._... ....... .... :.'... �... �.�.�.:.. .. '.'.�.'.'. �. � �.:�.�. ' ..�..... ...:.. _ ..,....... � .. � ... ..... .:......... U O C/T - HT TYPE 6 PARKING LOT LIG l7 s .... _. ..... ..... ... .... ....... ........ ....... .... .. ........ W � .... ... ....... ....... ......... ....... ...... . '....... ... ........ ....... ................:........... ........ ......... ... .... ............. ............. ..: ...... ......... ... ......... ... . .... ... ... ...... .. ......... ..: ....... .......... ..... ...... . .:.....:` - • PE 7 ACCENT LIGHT TY I ........ ......... ....... ..... ........ ........ ...... ............................................................................................................. Q ........... ..... .............. ............................................................... .............. a3 ........ .... '.'.:'.'.'..:... ........:.......................... . . .. .... TYPSTREET i ....::: ...:'.:... .:.:: ..... .... ...... .. .� ..' .:....:: ..... ..... �. ..... .... r LCCE LOADCENTER CABINET w....................:�......... N '.'.'.:..:'.'.'.::'':.:::_.............'.'.v..:..'.'.:'.v.' ...............'..::. Ln ° oe,e "° ee" I .........:'.:.. . '.:..:'.: '..'..'...'.'.'..' :.'..:.............. .............................. .. Q 151 °° "° - C� LIGHT w.... ..... ..... .... . . .... .... .. .. ..:.. ... ....... ...... bl O — p V F Q L m NOTE:NOTE: BLOCK 52 PINE STREET NOTE:NOTE: BLOCK 52 CONTRACTOR m CONTRACTOR TO INSTALL LIGHT POLE TO INSTALL LIGHT POLE BASE AND o I BASE AND CONDUIT. CITY STREETSCAPE CONDUIT. CITY STREETSCAPE CONTRACTOR I CONTRACTOR TO INSTALL WIRE, POLE TO INSTALL WIRE, POLE AND LIGHTS. AND LIGHTS. S ...' ' .... 3 y-• ao . C s I WFINDING KIOSK y 43J .:. w I BLOCK 52 PROJECT WORK AREA BY OTHERS : . D 10 20 :sae: .e I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OP UNDER Y IRE PE ISI NANDTHATI ADULYLICENSEO r� A°S� ��-((LEc{iyC� Ry*�@'3¢�R T E `y�"�� ST NESOTA. SHOWN FOR COORDINATION PURPOSES) O I CITY O F PINE STREET MR —E MONTICELLO, MINNESOTA SP 8605 59 (TH 25) NOTE: BLOCK 52 CONTRACTOR TO INSTALL LIGHT POLE I o HORZ BASE AND CONDUIT. CITY STREETSCAPE CONTRACTOR , Phone: (320) 231-3956 1'I�1r!� Montice o TO INSTALL WIRE, POLE AND LIGHTS. ' I Z . .............. ... ;.;.;. ...;..;. ....: '. : Aao T. ELECTRICAL LEGEND: O F . � ... . ... ... � �av TREETQ E 1 2 LIGHT W/ RECP ... ... ...... .. ............. . ...... ...."..' ....... ........... .....Z_r ....... ...... ...:. :r' H pIT .. ......... .. ...: .... ...... ...... .. .. _._...._.< .... .. .......�.._ '..�.�..�. .. ..:v.-....._.._ �..:_ .. ... .. .�._... >.�. ......... ..... .'.'.'.':�. ��::'.�'. �:� SALVAGED FED LIGHT (PROVIDEDBY OWNER) TVPE3-CATENARPOEW/STREET LIGHTp ..... _� . � � "' ...� �-_r.'.'.' �_ � � :�: � �:;.;. „ � � �� In � TYPE 4 - CATENARY POLE W/ PED LIGHT O' LL ...:. ........ ..: _. ... .. ..... ........ .� ...... ....... .. _.....'....: .... .. :.;.;. ._._ ...... .._.;..:': . . TYPES - CATENARY POLE W/ STREET &FED LIGHT F- 2 _..... ..., ...... ....... ... .. ........ .. .. ..... ..... ... .. .. ..... ........... ...... '.'.�.'.� ..... ... ._... ....... .... :.'... �... �.�.�.:.. .. '.'.�.'.'. �. � �.:�.�. ' ..�..... ...:.. _ ..,....... � .. � ... ..... .:......... - HT TYPE 6 PARKING LOT LIG l7 s .... _. ..... ..... ... .... ....... ........ ....... .... .. ........ .... .... .... ... ....... ....... ......... ....... ...... . '....... ... ........ ....... ................:........... ........ ......... ... .... ............. ............. ..: ...... ......... ... ......... ... . .... ... ... ...... .. ......... ..: ....... .......... ..... ...... . .:.....:` - • PE 7 ACCENT LIGHT TY ........ ......... ....... ..... ........ ........ ...... ............................................................................................................. ........... ..... .............. ............................................................... .............. .... ......... ......... ........ .... '.'.:'.'.'..:... ........:.......................... . . .. .... TYPSTREET i ....::: ...:'.:... .:.:: ..... .... ...... .. .� ..' .:....:: ..... ..... �. ..... .... r LCCE LOADCENTER CABINET w....................:�......... N '.'.'.:..:'.'.'.::'':.:::_.............'.'.v..:..'.'.:'.v.' ...............'..::. �.:�..::...............:�...................:..:�.�.:.. :.....................: .. ............:.:..._.:'.'..:.,.............................. BLOCK 52 PROJECT WORK AREA BY OTHERS BLOCK 52 PROJECT WORK AREA BY OTHERS ': :::::..........; ...:—' ...'::............:: '. ° oe,e "° ee" - ECP RS RECEPTACLEOK R .........:'.:.. . '.:..:'.: '..'..'...'.'.'..' :.'..:.............. .............................. .. ... ....... .....:': _ '.':..r.'..': '.'.'.r.'.:.'. .................... 7 B8 .................. .....:...:..:.:.:.:.:..:.'.:'. 8-B8 '.:.:.'.::'. '.:'.::.. '.:'.'.:'.'. -.. (SHOWN FOR COORDINATION PURPOSES ....::.'.:'.'.:..'.:'.': '.'.'.'....:'.. (SHOWN FOR COORDINATION PURPOSES .... ........................... i °° "° - C� LIGHT w.... ..... ..... .... . . .... .... .. .. ..:.. ... ....... ...... bl — ML -MONUMENT V F Q L NOTE:NOTE: BLOCK 52 PINE STREET NOTE:NOTE: BLOCK 52 CONTRACTOR CONTRACTOR TO INSTALL LIGHT POLE TO INSTALL LIGHT POLE BASE AND I BASE AND CONDUIT. CITY STREETSCAPE CONDUIT. CITY STREETSCAPE CONTRACTOR CONTRACTOR TO INSTALL WIRE, POLE TO INSTALL WIRE, POLE AND LIGHTS. AND LIGHTS. S 3 y-• s ti D 10 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OP UNDER Y IRE PE ISI NANDTHATI ADULYLICENSEO r� A°S� ��-((LEc{iyC� Ry*�@'3¢�R T E `y�"�� ST NESOTA. 2040 HIGH WAYI2EAST X O LTO N WILLMAR, MINNESOTA 56201 CITY O F swrv[D IMED EH/BJ DMW MR —E MONTICELLO, MINNESOTA SP 8605 59 (TH 25) HEFT o HORZ i J,V ,L.�I V l V J - , Phone: (320) 231-3956 1'I�1r!� Montice o BH/B/EH/PA o, ECRERUN0. DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E1.04 SCALE FEET Patri k y�M��` y� /�� n9/2023 Email: Willmar@bolton-menk.com �c M E N K ELECTRICAL �� 1 I www.bolton-menk.com �EOW1127815 ELECTRIAL PLAN L"tINOOS71 RECEPTACLE STA:0+61.94 1 a 55' LT (FUTURE) RECEPTACLE STA:0+44.49 20.89' LT I I - I- RECEPTACLE - TYPE 4 STA:0+54.30 STA:0+42.2 . 34.90' RT I33.99' RT 460 .+ I w w 2 W I I I I I I (FUTURE) RECEPTACLE RECEPTACLE :EPTACLE STA:3+36.44 I STA:3+61.94 19.35' LT 19.33' LT (FUTURE) ... '' RECEPTACLE +§ STA:3+78.06_ °eee 12.66' LT I EVENT POWER PEDESTAL STA:3+82.24- PARKING _ 9.53' LT o•:• RECEPTACLE STA:4+64.52 (FUTURE) RECEPTACLE - RECEPTACLE - STA:3+34.47 STA:3+54.77 34.26' RT 35.11' RT 4+00 y i m RECEPTACLE y STA:3+76.58 I I - I 34.27' RT WALNUT STREET I I ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP 1 40� TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) -- -- 1\ ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 1 $ TYPE 4- CATENARY POLE W/ PED LIGHT 11 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT 0 O / TYPE 6 -PARKING LOT LIGHT TYPE 7 -ACCENT LIGHT TYPE 8 - STREET LIGHT . .-------------------- J ❑ LCC- LOAD CENTER CABINET -- ' FR - FOOD TRUCK RECP RS _------------------------ - - ML RECEPTACLE O ML - MONUMENT LIGHT 5+100 RECEPTACLE -STA:4+66.4E 34.09' RT 6+00 - ❑ TYPE 2 TYPE 1 TYPE 2 STREET LIGHT STA:4+84.96 STA:5+34.03 STA:5+86.84 STA:6+40.71- 53.87RT 54.84' RT 54.81' RT 54.91' RT RECEPTACLE I STA:3+89.48 39.04', LT I TYPE 3 STA:3+93.56 23.18' LT +§ °eee 4+00 WALNUTSTREET PARKING LOT ENLARGEMENT, SEESHEETE1.12 o•:• RECEPTACLE STA:4+64.52 e I I-II I -I - - 17.24' RT � STA:3+34.107 POWER OUTLET II �F RECEPTACLE - - - - - - - - - - - - - - _ 59.61' RT4a STA:3+77.27 STA:4+68.91 20.71' LT 5 61.00' RT G 6 -° H =ti � 5 0 10 20 I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 151 AND THATI ADULY LICENSED 55{LE` "yRT`'Q(�''�VJsT"��0"+Es°TA. I 2040 HIGHWAY I2 EAST WI MINNESOTA 56201 CITY OF DESIGNED EH/BJ N MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DgBH/BJ/EH/PA '-; HORZ. a ® V -V . V L V �7�+ 1 V I Phone Phone: (320) 231-3956 l_ lrilaL � ont 0 Mont DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECT E1.05 cx CHECKED ELECTRICAL SCALE FEET Email: Willmar@bolton-menk.Dom �c M E N K 11 1 Patri .yd-qqd��+ y�1 1 I/>n lddCbS71 1 u 1.6t/19/zoz3 CLIENTg1CH/1OK (FUTURE) www.bolton-menk.com (FUTURE) _LL TYPE4 '.. ELECTRIAL PLAN RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE LSTA:3+03.01 STA:1+02.66 I STA:2+09.64 ,.'' STA:2+52.27 STA:2+85.56 I 19.47' LT 21.03'LT (FUTURE) TYPE 5 19.37' LT 19.48' LT 19.37' LT (FUTURE) FOOD TRUCK RECP. RECEPTACLE RECEPTACLE STA:1+87.76 RECEPTACLE STA:1+19.47 15.23' LT STA:2+34.89 19.45'LT 19.45' LT I .STA:0+94.11_ - 19.57' LT 19.46' LT 19.48' LT WALNUT STREET I 1+00 - I - 2+00 - 3+00 - (FUTURE) TYPE 4 (FUTURE) (FUTURE) RECEPTACLE TYPE 4 I (FUTURE) (FUTURE) STA:3+19.76 34.16' RT RECEPTACLESTA:1+64.43 -RECEPTACLE I -RECEPTACLE -1-i �-STA:1+60.32 34.13' RT I _ - ISI - '- - I - RECEPTACLE - RECEPTACLE - - RECEPTACLE (FUTURE) - - �STA:0+76.90 STA:0+96.37 STA:1+18.11 ���. 34.06' RT RECEPTACLE STA:2+25.79 STA:2+46.75 ST -.2+68.06 RECEPTACLE 34.09' RT 34.83'RT 34.19' RT RECEPTACLE I STA:2+04.91 34.36' RT 34.14' RT 34.69' RT STA:3+13.47 STA:1+38.54 34.28' RT 34.16' RT 34.52' RT '.I I I -STA::STA:3+09.20 #1 - - - L . I I 41 46.18' RT I FT I 4+00 y i m RECEPTACLE y STA:3+76.58 I I - I 34.27' RT WALNUT STREET I I ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP 1 40� TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) -- -- 1\ ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 1 $ TYPE 4- CATENARY POLE W/ PED LIGHT 11 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT 0 O / TYPE 6 -PARKING LOT LIGHT TYPE 7 -ACCENT LIGHT TYPE 8 - STREET LIGHT . .-------------------- J ❑ LCC- LOAD CENTER CABINET -- ' FR - FOOD TRUCK RECP RS _------------------------ - - ML RECEPTACLE O ML - MONUMENT LIGHT 5+100 RECEPTACLE -STA:4+66.4E 34.09' RT 6+00 - ❑ TYPE 2 TYPE 1 TYPE 2 STREET LIGHT STA:4+84.96 STA:5+34.03 STA:5+86.84 STA:6+40.71- 53.87RT 54.84' RT 54.81' RT 54.91' RT RECEPTACLE I STA:3+89.48 39.04', LT I TYPE 3 STA:3+93.56 23.18' LT +§ °eee 4+00 4+00 y i m RECEPTACLE y STA:3+76.58 I I - I 34.27' RT WALNUT STREET I I ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP 1 40� TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) -- -- 1\ ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 1 $ TYPE 4- CATENARY POLE W/ PED LIGHT 11 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT 0 O / TYPE 6 -PARKING LOT LIGHT TYPE 7 -ACCENT LIGHT TYPE 8 - STREET LIGHT . .-------------------- J ❑ LCC- LOAD CENTER CABINET -- ' FR - FOOD TRUCK RECP RS _------------------------ - - ML RECEPTACLE O ML - MONUMENT LIGHT 5+100 RECEPTACLE -STA:4+66.4E 34.09' RT 6+00 - ❑ TYPE 2 TYPE 1 TYPE 2 STREET LIGHT STA:4+84.96 STA:5+34.03 STA:5+86.84 STA:6+40.71- 53.87RT 54.84' RT 54.81' RT 54.91' RT POWER OUTLET I STA:3+56.40 m 49'28 RT o•:• RECEPTACLE STA:4+64.52 e I I-II I -I - - 17.24' RT -I STA:3+34.107 POWER OUTLET II �F RECEPTACLE - - - - - - - - - - - - - - _ 59.61' RT4a STA:3+77.27 STA:4+68.91 20.71' LT 5 61.00' RT =ti � 5 0 10 20 I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 151 AND THATI ADULY LICENSED 55{LE` "yRT`'Q(�''�VJsT"��0"+Es°TA. O LTO N 2040 HIGHWAY I2 EAST WI MINNESOTA 56201 CITY OF DESIGNED EH/BJ N MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DgBH/BJ/EH/PA '-; HORZ. a ® V -V . V L V �7�+ 1 V I Phone Phone: (320) 231-3956 l_ lrilaL � ont 0 Mont DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECT E1.05 cx CHECKED ELECTRICAL SCALE FEET Email: Willmar@bolton-menk.Dom �c M E N K 11 1 Patri .yd-qqd��+ y�1 1 I/>n lddCbS71 1 u 1.6t/19/zoz3 CLIENTg1CH/1OK 31 www.bolton-menk.com ELECTRIAL PLAN 38 ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP - TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 0 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT ♦ TYPE 7 -ACCENT LIGHT ® TYPE 8 -STREETLIGHT LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP 11 RS - RECEPTACLE C= ML -MONUMENT LIGHT 41. a Io W w BLOCK 52 PROJECT WORKAREA BY OTHERS I w (SHOWN FOR COORDINATION PURPOSES) c ti -� g D 1D Z() I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OP UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. 2040 HIGH WAY I2 EAST X30 LTO N VYILLMAR, MINNESOTA 56201 CITY O F s "'0 EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DMW HEFT 3 HORZ. Bo i J,V ,L.�I V l V J ., _ - Phone: (320)231 -men Onti7/� � EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.06 ECRED aECReo RU— ELECTRICAL �ZMV81s SCALE FEET Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.com it li.L o Patri k Q*�S�` y� G L� n9/zoz3 -- INOOS71 I ELECTRIAL PLAN — -- -- -- to w w TPE 1 TYPE 2 TYPE 2 (PE TYPE 2 Iw w STA:4+87.20 STA:5+34.83 TA:6+14.83 w 27.26' LT 35.65' LT 35.56' L�I 35.47' LT I n TYPE 2 TYPE 1 TYPE 2 STA:6+54.81 STA:6+99.33 STA:7+34.81 I 26.62' LT 26.77' LT 26.44' LT I 5+00 I — — 6+00 _ — — 7+00— I RIVER STREET I TYPE 1 i STA -5+90.53 TYPE 2 14.92' RT TYPE 2 TYPE 2 TYPE 2 I TYPE 2 STA:4+94.70 F� �r rSTA:S+34.70 I nn x. oT f STA:6+85.13 20.23' RT rSTA:7+25.13 STA:7+65.18 I 20.32' RT 20.41'RT 38 ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP - TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 0 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT ♦ TYPE 7 -ACCENT LIGHT ® TYPE 8 -STREETLIGHT LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP 11 RS - RECEPTACLE C= ML -MONUMENT LIGHT 41. a Io W w BLOCK 52 PROJECT WORKAREA BY OTHERS I w (SHOWN FOR COORDINATION PURPOSES) c ti -� g D 1D Z() I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OP UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. 2040 HIGH WAY I2 EAST X30 LTO N VYILLMAR, MINNESOTA 56201 CITY O F s "'0 EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DMW HEFT 3 HORZ. Bo i J,V ,L.�I V l V J ., _ - Phone: (320)231 -men Onti7/� � EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.06 ECRED aECReo RU— ELECTRICAL �ZMV81s SCALE FEET Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.com it li.L Patri k Q*�S�` y� G L� n9/zoz3 �� INOOS71 I ELECTRIAL PLAN —I 24-A1 - 23-A1 I W W � I ELECTRICAL LEGEND: _Z TYPE 1- 25' STREET LIGHT W/ RECP I —+ BROADWAY STREET W (CSAH 75) TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 60+00 ;re — — — — — - — — — — — — — — — — — — — — 22-A1 0 0 al 0 V '0 = 63+00 64+00 5 61+00 8 -Al 7-A1 — — ---- -- — I HEREBY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORTWAS PREPARED -� y`o'"✓ BY Rc{RVE-fPEETV "JG D 2040 HIGHWAY 12 EAST D 10 WILLMAMINNESOTA 56 IM 2 01 mHORZ. BOLTON Phone (320)231-3956 SCALE FE Email:Wilmar@bolton-menk.coo & MENK www.bolton-menk.com lzm'0ntc TYPE 3- CATENARY POLE W/ STREET LIGHT Z Lu TYPE 4 - CATENARY POLE W/ PED LIGHT 0 ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6 -PARKING LOT LIGHT Z • TYPE 7 -ACCENT LIGHT I 62+00 ® TYPE 8 - STREET LIGHT 0 v 0 LCC- LOAD CENTER CABINET 2 O W FR-FOODTRUCKRECP I LL RS- RECEPTACLE -- O ML -MONUMENT LIGHT 2i O w Ow NOTE: m I 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV NOTE: 2. THE PORTION OF CONDUIT EXTENDING I z 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV FROM A RECEPTACLE TO A LIGHTING UNIT = HANDHOLE, CABINET, OR OTHER t' RECEPTACLE SHALL BE 3/4" PVC. a 3. THE PORTION OF THE CONDUIT EXTENDING I SHALL BE 3/4" PVC. FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC. I 4. THE CONDUIT BETWEEN HANDHOLE 8 AND 9-A�A1 LIGHTING UNIT 24-A1 SHALL BE 1-1/2" PVC CTi---------------- —------� o — — — — — — — — — — — — w 21-A1 O 20-A2 RS22 vw= w RRFB POLE I N I 8 -Al 7-A1 — — ---- -- — I HEREBY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORTWAS PREPARED -� y`o'"✓ BY Rc{RVE-fPEETV "JG D 2040 HIGHWAY 12 EAST D 10 WILLMAMINNESOTA 56 IM 2 01 mHORZ. BOLTON Phone (320)231-3956 SCALE FE Email:Wilmar@bolton-menk.coo & MENK www.bolton-menk.com lzm'0ntc —I Lu BROADWAY STREET W (CSAH 75) W ~ H I► - U O \ 6 NOTE: 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HANDHOLE, CABINET OR OTHER RECEPTACLE I SHALL BE 3/4" PVC. 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PCV. I 4. THE CONDUIT BETWEEN LIGHTING UNIT 6-A1 AND LOCUST STREET RRFB SHALL BE 3/4" SEE NOTE I RRFB POLE 0 6-A1 RS8 w w ♦ w 71 swNe EH/B1 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET D BH/BJ/EH/PA�7 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Q ca aeEDJH/JK E 1.07 ELECTRICAL I I � I I T 19-A1 RS22 RS21 18-A2 RS20 RS19 17-A1 I�I—I—III—IIII—IIII—IIII—III—III. SEE SHEET E1.11 qL I ' 1 ~_ I I I OF� w -- - - 1 0 6. ® •� — HH2 RS18 - RS17 16-A2 F I � I I � I I _ I I iBROADWAY STREET W (CSAH 75) I �I 0 W w S7 5-A2 RS6 4-A1 RS5 3-A2 RS4 RS3 2-A1 RS2 W -- - - - - - - - - - - - - 7=7 - - - - - - Z x � ELECTRICAL LEGEND: 1-A2 „ RS1 ® TYPE 1- 25' STREET LIGHT W/ RECP A TYPE 2 - SALVAGED PED LIGHT (PROVIDED BY OWNER) ® TYPE 3 - CATENARY POLE W/ STREET LIGHT $ TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT ® TYPE 8 - STREET LIGHT LCC- LOAD CENTER CABINET FR -FOOD TRUCK RECP I)4 RS - RECEPTACLE I= ML - MONUMENT LIGHT mores NEI I Von SEE N1#[TE IA `��i 1111 �:enii9son 111 NOTE: I 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV 2. THE PORTION OF CONDUIT EXTENDING A I I I FROM A RECEPTACLE TO A LIGHTING UNIT I` I III HANDHOLE, CABINET, OR OTHER RECEPTACLE SHALL BE 3/4" PVC ® I I 3. THE PORTION OF CONDUIT EXTENDING SERVICE y III FROM AN ACECNT LIGHT TO A LIGHTING CABINET "A" e ry I UNIT, HANDHOLE, CABINET OR ANOTHER REMOVE CONCRETE I ACCENT LIGHT SHALL BE 1/2" PVC AROUND THIS POL 4. FURNISH AND INSTALL TWO 2" SCH 40 HDPE FOR SERVICE RISER CONDUITS BY HDD FROM SERVICE CABINET o I III "A" TO H H l 5. 2 INCH PVC CONDUIT 38 ti I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED swrv[D BY O.RUNDER Y IRE PE ISI NANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HEFT D 10 2() I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CIi�e&o DMW V,V ,L.�I V l V J X O LTO N WILL AR, MINNESOTA 56201 o HORZ - , BH/BJ/EH/PA DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E1.08 Phone: (320) 231-3956 Mo o, SCALE FEET Email: Willmar@bolton-menk.com Patri k y�y�a�c�` y' //�'���''� & M E N K www.bolton-menk.com ECRERU— ELECTRICAL �� INOOS71 1 I<A6/l9/2023 �EOW112781s LIGHTING LAYOUT m Ip ELECTRICAL LEGEND: I DO DO z I ID TYPE 1- 25' STREET LIGHT W/ RECP 4 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) ® TYPE 3 - CATENARY POLE W/ STREET LIGHT O TYPE 4- CATENARY POLE W/ PED LIGHT 49 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6 - PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT SHALL BE 1-1/2 IN PCV TYPE 8- STREET LIGHT — LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP III RS - RECEPTACLE C1 ML - MONUMENT LIGHT I I .-H o w I Emil w � w I I I x � I w I m o _ o 25-A2 RS25 HH4 RS22 II I I 11T LLj —I+—I �I —III— I I i0 wl � SEE NOTE NUMBER! 42-A7 44-A7 I 't: I I CIO BLOCK 52 PROJECT WORKAREA BY OTHERS:; (SHOWN FOR COORDINATION PURPOSES) j L I IA W' mmEmmmmmmm-mm WINEENEEN m wwwwww 26-A] 27-A2 RS26 RS27 BROADWAY STREET W (CSAH 75) 71+00 V I ;o.RRFB RS9 RS10 11-A2 RS11 R512 12-A1 RS13 13-A2 RS14 S 14-A1 I ' TE °` BE 10-A1 - Em— *Am off HH3I -- -- --- — — — — — — — — — — — —� — — T I 1.0 a I �~ VIsill OTE \1 N E R 4 V EXISTING / d5 I ti 1 HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED BY O.RUNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEI 2040 HIGH WAYI2EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HEFT D 1D 2D I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CITY O F DRAWN/ V,V ,L.�I V l V J BOLTON VYILLMAR, MINNESOTA 56201 o HORZ - 1 BH/B/EH/PA DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E1.09 Phone: (320) 231-3956 Montice o o, SCALE FEET � Email: Willmar@bolton-menk.com Patri k am�s�` y� //�'���''� & M E N K www.bolton-menk.com .—ED ELECTRICAL I)m INOOS71 1 �Q I<A6/l9/2023 �EOW112i815 LIGHTING LAYOUT N ' I NOTE: 1. UNLESS OTHERWISE INDICATED CONDUIT °C SHALL BE 1-1/2 IN PCV — 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HAND HOLE, CABINET OR OTHER _ RECEPTACLE SHALL BE 3/4" PVC 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING _ r UNIT, HAND HOLE, CABINET OR ANOTHER On ACCENT LIGHT SHALL BE 1/2" PVC LL 4. CONTRACTOR TO PROTECT EXISTING CONDUIT AND WIRE EXTEND CONDUIT AND CONNECT EXISTING CONDUIT AND WIRE IN HANDHOLE PER WIRING DIAGRAMS AND I SPECIFICATIONS THIS WORK IS INCIDENTAL TO THE HANDHOLE BID ITEM I 5. 3/4" PVC CONDUIT I I .-H o w I Emil w � w I I I x � I w I m o _ o 25-A2 RS25 HH4 RS22 II I I 11T LLj —I+—I �I —III— I I i0 wl � SEE NOTE NUMBER! 42-A7 44-A7 I 't: I I CIO BLOCK 52 PROJECT WORKAREA BY OTHERS:; (SHOWN FOR COORDINATION PURPOSES) j L I IA W' mmEmmmmmmm-mm WINEENEEN m wwwwww 26-A] 27-A2 RS26 RS27 BROADWAY STREET W (CSAH 75) 71+00 V I ;o.RRFB RS9 RS10 11-A2 RS11 R512 12-A1 RS13 13-A2 RS14 S 14-A1 I ' TE °` BE 10-A1 - Em— *Am off HH3I -- -- --- — — — — — — — — — — — —� — — T I 1.0 a I �~ VIsill OTE \1 N E R 4 V EXISTING / d5 I ti 1 HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED BY O.RUNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEI 2040 HIGH WAYI2EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HEFT D 1D 2D I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CITY O F DRAWN/ V,V ,L.�I V l V J BOLTON VYILLMAR, MINNESOTA 56201 o HORZ - 1 BH/B/EH/PA DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E1.09 Phone: (320) 231-3956 Montice o o, SCALE FEET � Email: Willmar@bolton-menk.com Patri k am�s�` y� //�'���''� & M E N K www.bolton-menk.com .—ED ELECTRICAL I)m INOOS71 1 �Q I<A6/l9/2023 �EOW112i815 LIGHTING LAYOUT SEE SHEET E1.09 .. ... .... I -- Lu Lu N >Q Q O IY m I -- Ln Lu SEE NOTE NUMBER 4 PINE STREET BLOCK 52 PROJECT . __ _. . ................... WORK AREA BY OTHERS �,Bg. 8-Bg :: (SHOWN FOR COORDINATION PURPOSES) NOTE:NOTE: BLOCK 52 CONTRACTOR TO INSTALL LIGHT POLE BASE AND CONDUIT. CITY STREETSCAPE CONTRACTOR TO INSTALL WIRE. POLE PINE STREET SEE SHEET E1.09 NOTE:NOTE: BLOCK 52 CONTRACTOR TO INSTALL LIGHT POLE BASE AND CONDUIT. CITY STREETSCAPE CONTRACTOR TO INSTALL WIRE, POLE AND LIGHTS. 2 A O1 'c nm W O W 2 I ® TYPE 1- 25' STREET LIGHT W/ RECP � TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 49 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT • TYPE 7 - ACCENT LIGHT ® TYPE 8 -STREETLIGHT 0 LCC- LOAD CENTER CABINET * FR - FOOD TRUCK RECP Eb RS - RECEPTACLE o MONUMENT LIGHT + NOTE: 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HANDHOLE, CABINET OR OTHER RECEPTACLE SHALL BE 3/4" PVC 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHITNG UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC 4 CONTRACTOR TO PROTECT EXISTING 1 I 1 1 INDICATES CONDUIT BY OTHERS ' CONDUIT AND WIRE. EXTEND AND THE BASES FOR LIGHTING UNITS 19-137,20-137, AND 21-67 ARE CONNECT EXISTING CONDUIT AND WIRE IN aTO BE INSTALLED BY THE DEVELOPER, CONTRACTOR TO HAND HOLE PER THE WIRING DIAGRAMS INSTALL CONDUIT FROM LIGHTING UNIT 19-137 TO LIGHITNG AND SPECIFICATIONS. THIS WORK IS v ® UNIT 7-62. CONTRACTOR TO FURNISH AND INSTALL POLE, INCIDENTAL TO THE HANDHOLE BID ITEM LIGHTS AND WIRE. 5. 3/4"PVC CONDUIT 38 ti 10 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSED I� A°S� ��((LEc�y C� yy*�'3¢�R T E `y�"�� ST NESOTA. X O LTO N 2040 HIGHWAY I2 EAST V7ILLMAe MINNESOTA 56201 CITY O F swrv[D ISSUEDMIA —E EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DMW SHEET o HORZ i J,V ,L.�I V l V J - , Phone: (320) 231-3956 1'I�1r!� Montice o BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E 1.10 o, ECTPEGI. ELECTRICAL SCALE FEET Email: Willmar@bolton-menk.com �c M E N K Patri k y� /�� n9/2023 am�s�` INOOS71 1 I www.bolton-menk.com "K �EOW112781s LIGHTING LAYOUT 0 W w F -R544 RS45 F -R546 31-A4R R547 — — Sol# -- ----- ----- 0 0 14 I— 30-A4R ' RS30 w w w w � Ih� 11 � WALNUT STREET PARKING LOT ENLARGEMENT, SEE SHEET E1.12 � i — S—a— ������ �— SME SEE NOTE r HH7 c HH6 F-RS48 11 F -R549 33 -AS R550 �,-RS51 R552 F -R553 _ 3 — — _ � — — — — — — r— ---- woo— — -- --- I FR2 EDJZ SEE NOTE 61 NOTES: IRRIGATION PEDESTAL, I 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PVC SEE NOTE NUMBER 7. 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT - 1+0o HANDHOLE, CABINET, OR OTHER RECEPTACLE SHALL BE 3/4" PVC — 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC WALNUT STREET i SEE NOTES 5. 1-1/2" CH 40 PVCICONIPULL STRING ONLY CONDUIT 6. THE CONDUIT FROM HH13 TO THE IRRIGATION PEDESTAL SHALL BE 3/4"PVC 3+00 1+0o _ — —I 22+Obi 7, EXTEND AND TERMINATE CONDUIT AND WIRE AT IRRIGATION PEDESTAL INSTALLED BY — — T I IRRIGATION CONTRACTOR. CONNECTION OF CONDUITAND WIRE TO THE IRRIGATION PEDESTAL IS INCIDENTALTO THE RESPECTIVE BID ITEMS FOR CONDUIT AND WIRE. 8. THE LETTER "R" IN THE POLE ID NUMBER INDICATES A POLE RECEPTACLE FOR CATENARY I—II——II—I�I—ITI—I—I LIGHTING ONLY.I 9. 3/4" PVC CONDUIT F-RS37 F -R539 F -R531 RS32 F -R533 R534 F-RS35 _ 32 A411 R536 R538 z 0 a z Do I u, z x r F-RS40. RS41 a 34-A4R I UK m w 17-132 -Bl 18 -BI 19 _-----� 5 I SEE SHEET E1.12 ti O lO 20 HHS I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY O.R UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED AS �•(LE C y��'3¢�R T�E `y�"���� ST NESOTA. i Lmmmmmmvem CIii�� 22 -BML SEE NOTE 4— SEE NOTE 9— SHEET DMW R 5 I 1 , Phone: (320) 231-3956 MonaECRSCALE BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTE 1.11 FEET I I Email:Wilmar@bolton-menk.comMENK 1 11 i I ELECTRICAL LEGEND: www.bolton-menk.comEaHN1K II r a, NOTES: 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2" IN PVC (i) 11 as TYPE 1- 25' TREET LIGHT / R P TYPE 2- SAL AGED PED L HT( ROVIDED BY OWNER) — 35-A3R I ' I \ 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT 1 — — TYPE 3 -CAT ARY POLE /ST EET LIGHT i ' ��� HANDHOLE, CABINET OR OTHER RECEPTACLE SHALL BE 3/4" PVC 0 TYPE 4 - CAT NARY POL / PE LIGHT I13 R554 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING 1 TYPE 5 - CATE ARY POLE ST EET &PED LIGHT �i� `\ a UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC TYPE 6-PARKI G LOT LIGHT ■ — — — — — F-RS55 SEE NO E 4 \ 0 4. 1-1/2" PVC CONDUIT WITH PULL STRING ONLY • TYPE 7 - ACCE T LIGHT I— — — — ` — — — SERVICE6. CABINET"B" 5. 1-1/2" PVC CONDUIT EMPTY FOR FUTURE EV CHARGER. 3/4"PVC CONDUIT � ® TYPE8-STREE LIGHT LCC -LOAD CE TER CABINET No HH10 \/ \ 7-- _____________ ��'— FR - FOOD TRU KRECP I FR1 ------------------------ — — . :.. — — ML-MONUME L T I 4+00— Z I a o WALNUT STREET S+DD 6+00 — — — — — — — — — F- I I y 1 I U) I I a o_ w � 1 '^ F -R542 R543 I RS59 w ❑z r I ` HH11 °° e;`o HH12 UK m w 17-132 -Bl 18 -BI 19 _-----� 5 SEE SHEET E1.12 SEE SHEET E1.12 ti O lO 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY O.R UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED AS �•(LE C y��'3¢�R T�E `y�"���� ST NESOTA. 2040 HIGH WAY I2 EAST 130LTON WILLMAe MINNESOTA 56201HORZ. CIii�� swrvEn EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DMW ., - lV J , Phone: (320) 231-3956 MonaECRSCALE BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTE 1.11 FEET Email:Wilmar@bolton-menk.comMENK ELECTRICAL www.bolton-menk.comEaHN1K a, -I 1I H H HI1 1 I1HF—I I—I F—I I—II 777 /— — — — 11-132 -- -- — 12-132 — — — — 13-B2 — — — — -- — — — — — — — — — -0— — — — — — — — — — ai — — — — — — — — — NcH ' 0 w TTE 14-B2 15-B1 16-B2 2 to w w to % 1 — 5.00 6+00 - - -0 r RIVER STREET I I i 3 -Bl SEE NOTE 4 � to ' w W w 2 w I LtS` - LILT r - ti ELECTRICAL LEGEND: w x w in 38 ID TYPE 1- 25' STREET LIGHT W/ RECP -0 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 40' TYPE 4- CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT • TYPE 7 - ACCENT LIGHT ® TYPE 8 - STREET LIGHT LCC- LOAD CENTER CABINET FR - FOOD TRUCK RECP RS - RECEPTACLE ML- MONUMENT LIGHT 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PVC 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HANDHOLE, CABINET OR OTHER RECEPTACLE SHALL BE 3/4" PVC 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC 4. EXTEND AND TERMINATE CONDUIT AND WIRE AT IRRIGATION PEDESTAL INSTALLED BY IRRIGATION CONTRACTOR. CONNECTION OF CONDUIT AND WIRE TO THE IRRIGATION PEDESTAL IS INCIDENTAL TO THE RESPECTIVE BID ITEMS FOR CONDUIT AND WIRE. ti -� () 1D 7� I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OP UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSED I� A°S�yy*�'3¢�R TE `y�"�� ST NESOTA. X30 LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C IT Y ri F SIGNED EH/BJ ISSUEDMN DMW MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET o HOR2 i J,V ,L.�I V l V J - , Phone: (320) 231 -men Mo4ifc o BH/BJ/EH/PA o, Ea�E DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECT E1.12 SCALE FEET Patri k Q*�S�` y� /�� 1 I n9/2023 UQ �e M E N K Email: Willmar@bolton-menk.com www.bolton-menk.com xwHeoK �Eow1i27815 ELECTRICAL �� INOOS71 LIGHTING LAYOUT •� i SERVICE CABINET �� ie�iiiiiiiiii�i■■■■■■■■■■■■■��■■■■■■■iiii —MINI a ��■■■v■■o�■n■■■on■■v MEN ■■■■■■■■■■■■■�1 povi■nu©o_=ooI■I ■■■■■■\r SINGLE PHASE. �___ Imo► I r '© ■ 191 1�/ . rr rrEr E.6+00 0+00 _ EEPF EE ROVER STREET RIM STREET ------------- Ni►� Vii' ee I i�iiW. i■■■■■■■■■■■■■■■11■■■■■-I�■■�■■■■■■■■■■■■■■■■���■�i�' 11 _ __ ■■�� �i::GiiGGiiGGiGiGG:iG® _ ►� II■II -_ten■■■■■�■ii� ■■� • �I,i ill■■�eee� ■�_ M I MR of�ell a��� - --- I (I I I I t I I I I I I I I I I_ — — UNt }tl OF UNUtKGKUUNU SERVICE ENTRANCE CONDUCTORS I / I I I I I I 10 SIGNAL CONTROLLER 2" PVC THREE SETS OF UNDERGROUND I ® I I I I I SERVICE ENTRANCE Im O o CONDUCTORS TO BUILDINGS O O z N I I I I I I I I I I SINGLE PHASE 0 0 I ji)I© I I I I 208/120 XFMR HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED BY O.RUNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEI 2040 HIGHWAY 012 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET () 10 20 I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CITY O F DRAW 3 HORZ. i J,V ,L.�I V l V J BOLTON WILLMAR, MINNESOTA 56201 BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.13 Bo _ Phone: r@b 231-nnen On �7/ aECRED SCALE FEET Email: Willmar@bolton-menk.com it li.L Patri k y�y�a s�` r � //�'��� & M E N K www.bolton-menk.com EU— ELECTRICAL 1)m NO S RMOOS71 I U oD I<Aa,/2023 �Eowlizisls ELECTRICAL PLAN -TRANSFORMERS Pant tlangdr 270. Gf vi + Novd W h f rWA It F09 HuhdW-, Har, & Alan Hanger !-'Ia/n Ilew 1 v2,. L-A 1 r 4' Alum. P6. $A., Adby 606J-76 W97 1/4'-20M[' Sfvffl4sa Seel Mex, Nd, BA Nax. Net And LWAWMStw 24" 7/4" Arum. Rad plum Manner rWd?h 2. Did, R•MOVaWff Bap SCALE: N.T.S. ARxrr, ]f4• Pia- Hole Arum. Pooe Cup Assemo (25935) S- P" kP5 S1ipRrter { 3/8' Dia. Mole (RowW Edges) S 1100 Statidasa Sive! Screws I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 751 ANDTHATI ADULYLICENSEO s Ec T sT EsoTA. A�° bb" Mbf X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJ C I ESICN[R EH/BJ oRBH/BJ/EH/PA SYrag Rave 12' hf I 2 112' Sch. 80 Alvm. P,pe Arm MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET L�1�lL V�7p IVI 919 d, I (2 718" an.) Akoy WM-TS Phone: (320) 231-3956 N�oiiAo °HE°P 4 112" O.A. DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E 1' 14 M E N K Email:willmar@bolton-menk.com ELECTRICAL DETAILS 04 / 9/2023 PatNo1 rub iezn A� 1A ��e www.bolton-menkxom MP1H/JK Rol NG, CLI— 114-Wox robmated Wieath Hover f llsraa) Welded rm 2�_0• InteJnal damper {factory stuped) 4 Ovplax CM Reeeptacia KM PrW7a k?-u'w C. -e (104.300) 25'-A f1v9 troAo'er (39209 rrrataNed ham Rdaurta A-p, 9kaft WIG'r 5r Stasi lI IdWmr' B Twit Pknt Hanger ? z ttem A' L7 17072--52 ]70772-009 $- y - rapered nitre z -250• Ahoy 8063-rH r r • to 12' ala. 00 irCndhcJe Fmmg ropped 3/6,--I W 8olr Crrr]e r;{ � Far Grounding � flelnrorced Horrdhale {4' x 8� NSM chi d Z t'+ Lover WVwa csa Ste,! *x. Od S—W!r 7.–g, iT 711• rwa piece Cast AWFn., Demrobve I J�4• 8dse laver {1$771-aoa) W;ttl g• tr:Fedd � � � Stoinl�as Srsal Screws :. 1 _0. ]8• X0-1 kA 3.j OK. - (4j_ L' -&4'C Oak.5YI :4�char 9olta,•. • 0 k314-90 Cwde M. Ta' Or . •..' Thr]eaded End Gino, Per ASM A 15.1 4 - - mm Nuts f i" G,?, SH f xlA Ko'.,- i ( j t' rwy. SH- rf-t wMerem rte• Tawas] � Far2� Pant tlangdr 270. Gf vi + Novd W h f rWA It F09 HuhdW-, Har, & Alan Hanger !-'Ia/n Ilew 1 v2,. L-A 1 r 4' Alum. P6. $A., Adby 606J-76 W97 1/4'-20M[' Sfvffl4sa Seel Mex, Nd, BA Nax. Net And LWAWMStw 24" 7/4" Arum. Rad plum Manner rWd?h 2. Did, R•MOVaWff Bap SCALE: N.T.S. ARxrr, ]f4• Pia- Hole 3fB" SYmilless Steed Eye6ort (Round Edges) 3/8' Dia. Mole (RowW Edges) -Ir m q ArJJrrr. ease faarr9e r�xr Ae�y sss-rs —I I- 11 1/4^ sq. Pale Base 421 Cover r7emdvad Amex 7] 511dit And et Zt Treated ro -T6 remper Alter Welding 2) Pala Oesiyned Ta ser AASNrO 2013 Cd'Xim Far A 96 mph Wnd Velockv For71 oRut: !]eslyn COndr'tiana, • Afti''murn 1uml+ra Stray 7-85 rte CPA & 49 rbs. • Marimum Flag • MaJa`mam Pi'anter �za' .?. ' EF.4 � 5a +bs. • llaximurn Arum. 9anner Sre d' x 5'-0" AMuntad 88th 13ntlom Of Bonner Al 6'-u • Maximum Dezwuflan .cure: 2.0 rt' EPA 20 16s. Nates: 1) Shaft And Bracket Heat Treated To -T6 Temper After Welding. 2) Pole Designed To Meet AASHTO 2013 Edition For A 90 mph Wind Velocity For The Following Resign Conditions.' • Maximum Lun7inaire Size: 1.38 ft' EPA & 47 lbs. • Moximum Banner Size' 18" x 48" 2 1/2" Sch. 40 Alum. 170e Tenon L (2 718" O.D.) Alloy 6063-T6 3" Last Alum. Adapter Alloy 356-T6 4 1/2" a0. Duplex GFCI Receptacle With Low Profile f 6' In -Ilse Cover (704300) l -0• ( j-18, 1. Sch, 40 Pipe Banner Arra Allay 6063-T9' Wilh 2" Dia. Alum. Removable Ball 1 114' Sch. 40 Pipe Sleeve Alloy 6063-T6 Wth o4 -24NC stainless steel Hex. 11d. Soft With Flex. Nut And Lockwasher ! I- I9 3/4" -1 Spring Loaded Banner Saver Pro Arms Installed With Stainless Steel Worm Gear Bands Tapered Alum. Tube .188" Wall Alloy 6063-T6 7 112' to 8" Dia Ground Lug Inside, Opposite Handh4le Balk Circle Unreinforced Handhole (2 1/2" x 5 ) Wth Lop -Type Cover And Stainless Steel Screws 1'-6" T Two Piece Cast Alum. Decorative I F2, 1 9 3/4" Base Cover (12024-001) Alloy I i 359 With Stainless Steel Screws 3 1 7" T.41 11 d —I15' Dia. �- 2t Alum, Base Flange (44394) Allay 359 7 112' Sq. Pole base Oetal! REv41DNS i e _ �1 (4) 314'-10C Galv. 56. Anchor Bolts, 17' AASNTO M314-90 Grade 55, 10" Of 3, Threaded End Galv. Per ASTM A 753. (4) 3/4.-IONC Galv. 511. Hex. Nuts (4) .314 Galv. Stl. Lockwoshers (4) 3/4" Galy, 5t1, Ratwashers Ref- 25151 WARNING: DO PA -u-1 ?NSTA1 LIGHTING POLES WF I-OL1 LUMNA3Rc"S. —JEFFERSON SEMES LIGHT P( � hapco...& MTt 0,51121-9023 Abirrl=nion, V3, - ME NB owe, HP. a re L]! 1077J 1 LIGHT TYPE 1 POLE , LIGHT TYPE 2 POLE - NOT USED L SCALE: N.T.S. SCALE: N.T.S. S I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 751 ANDTHATI ADULYLICENSEO s Ec T sT EsoTA. A�° bb" Mbf X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJ C I ESICN[R EH/BJ oRBH/BJ/EH/PA MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET L�1�lL V�7p IVI 919 d, Phone: (320) 231-3956 N�oiiAo °HE°P DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E 1' 14 M E N K Email:willmar@bolton-menk.com ELECTRICAL DETAILS 04 / 9/2023 PatNo1 rub iezn ��e www.bolton-menkxom MP1H/JK Rol NG, CLI— DETAILS CATENARY LIGHT POLES - DETAILING AND DESIGN DELAYED ENGINEERING DRAWINGS AND CALCULATIONS TO FOLLOW I HEREBY CERTIFY THATTHIS 111, SRECIFICATI01, OR REPORT WAS PREPARED ""'"`� SHEET BY DRUNDER Y RECTS PER IBI AND THAT ADULYUIENSEO 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec I T Sr EsorA. CITY ❑ F BOLTON WILLMAR, MINNESOTA 56201 `" DRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�arlticella CHECK E1.15 Pahoi ldtalCbS�l ru Iczn �& M E N K Email: .Ibolton- ton-menk.com MR1H/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Roy No 'i alEowunals DETAILS AOtelagR°mho ESL3P2554OKMVOLTTG3QSMGWDFRAL8019SDCRPCLLLIH PM600 S24 BRS ou 9x° GVD3P104OKMVOLTMSGL3RAL8019SDCRPCLL HOLON'll® x°m hyo` 7HYDREL �® xm Ova I.erwmks3 ucEtxD4c soltmoDls Monticello -Downtown Street Teardrop B&M Post Top B&M Decorat•Ive HR W LIGFITING SOLUTIONS MonticelloDescription ESL3 The Espknade Iumimim is styled to replicate the "tealdoor luminaires that lighted boulevards in the first hall ofthe 1900E Designed for light control and ease ofinstillation and maimenerne,the Esplamde has a ondton optical system fill street Esplanade® Tear Drop Large lghtingperbrman[e. POST M0IJNTTM sQ Roadway LED Pendant Mechanical AlmothigStyleLlaenngFlLlaegpuan:l PrdsMAnc Doss Thelumin rehousing: Threemountingwisionsereavailable. • Heavy grade A360 cast aluminum (aluminum with<1% • M armmountiamian which is providedwithtwo U -bolls _ mppN) wkhwashenandmmandtwDImlingwtsaewsthatlode .1 • IP65 rated housing provides a spring-loaded latch for the housing to a 2 inch nominal (2-3/8" 0.R1 hosidnfal '•l t.llessacrosandahingeforeasyinsfallrti'nandservicing a and allows +/-5 degreeadjusmenthom horimnml pRlshwnc cLAss • Dptic dos inmhpoMNs a hinge and wing nut enabling tothecel REFRACTOR toollesaaesmiostallandservice • Apendant moot onion (either 1.25NPTorl.SNPT)which s"•! zaL EEI- NEMA twist lack phammmal receptacle ran be threads to a sxrNcal NPT male threaded pipefiting and is HIG14L.IGHTS EAmoulted inelectrical housing or externally; housing lodcedinplacebyestamles-shmintscrew. LUMINAlIRE [mtains a tempered glasswiMaw to allow llghtm reach • AOSM(Oukk Lock Stem Mounting), which consists oftHO saN0 the aliforn[emalty mourdn9 vertkal stem with flared top that moults into a matching g5Mfi0er orarm. The DSM mount can aid in installation r47yC 9eteebrhdedULorCSAfawalocati�ns sms,dasOkaquickerinsGlfati.then theaherm'undn9 M • Stems ... iJbl. In lengtfis ftcm 3" to 36• BeT� k • A factory programmable electronic driver with 0-IOV firNaeetho s. thd DSM style lsmmpatiMewlth thefollowing leveling n Suifahle for l'�Ntules with 112" NFT -Shawnwith MSRousing dlmmng --I leads meets maximum tool harmmk fitters: • aLIPF OR distortion(THD)o(2096,>0.90 Power Factor and are AOHS .Boston Harbor Oecamive&ren Fitter (BHDFl z li , compliant spEmnras°�r Mi3dmum weight-4716s-17aswwls Desanlre Mm RBw • Minimum operatngbemperatureu-40°C Bectronkdriver -West LlherryDemratireprn Flter(WLDF) P'_' 7flla" Madmurn effective projected area -1.38 sq.R has an estimated mirimum l' de of 100,000 hears at 25°C - Ball Style Demoltwe An Fn er Utmr DFl % Optional DAUdriferavaleble GVD3 D S �� / ZOkV/1OkA surge pratedim, fall off, With indi ata lige (zruEloMM �A 7g mmsANconnec comm.2 (Srcite!Ig sutaMebrwala[aA. upto40°C(omuithctary Granville Oassic Utility LED3 -- • Quids dunce. mnnedms for ease a instillation and DeAgnUs. t� maintenan¢ DedgnL'ghs Conwrrium° (DUO qualified product. Not all • Three pole terminal block Is standad, with optional Wlsom of this product may be DLC qualified Please dhede SPECIFICATIONS prevdred kadsforeasedlostallatmn the DLC Qualities! Products List at wwwAe oollohil /opL • Cgdgmable-M opfionsofV000 3000K 4000Kand mmnfirmwldithwisioniefilgMlified. Anmrnl Demlpti n Bpdcal5pecificatrom 50001(, 70CAI minimum BUYAMEMCANAR TheG.nVilea.1,Uuli,yLm3ndeslgnedforeaseofmanlwlamWtht plug-inekmicelmadule The optiol system is IP66 rated and mmhsofa and moldMthnmimsNmabomslliranglas �/jA 'Cus Ful This product is assembled in the USA and meets the Buy DIMENSIONS mmmentne"d ftheluminairesin HolophaWy Util'ayWminaire rinThe aditbnalamm-shaped rehadmandtapreAermrmoumedVKhinthedeco glamoplic.Themprefledormdiect omr5D% V �¢c L, Aigmous multi -stage pre -treating and painting trades America(.) government promrenNa requiremens under lumlralm, whit@ mainland of me 1920s,'areas a powerful, stalk -mom Chip -On -Beard IED d1h.pevaa light outcome aarolling refrartor wh allowing a oft up-llgh[ronmpomnttoddnethe c us yields'finish that acllieresasnihe creepage raring ofd FAP, DFARS and DOT regu rtiOns Please refer to wwwr_ plaifam with ' pool 'pool system that march plot speangs while amtainng uniform include! loom shape ofthe luminaire. The lowx uses precisely molded prismm maximum (per ASTM D1654) after ower 5,000 hours mggsurem salt amltylu dLam/dhg-americen for additional information. Illumination. the pole spacings while maintaining uniform We mm.TmmfmMmammilabkdmignedfbriES fog thamber(aperated per ASTM B117) on standard and McAaelol5pedlltatlwn typelllandlidisttlbations.LunarOpliesshiehli sareilabkforwymmHrkadsymmHdcdistdbuffons MLfilmber(ope wa "ty 92-114" Thelumnaire h'ailg shall: Consul Opti'a 5 -year limited wamay. This is Me only wananry prwidd •Be heavy gold, U60 noteluminum(aluminum WlN<1%topper) Themnmloti'mshalinlude,banotl'itdlo,thefollawlllg: RAL odmothusfatementsinth6*pdfirdonsheet,maL-alry 07JB'thru hale • IP55 rased housing pmvidesmolAesacmsswith aspring- 1'dd lads Field acijusttableoutput madjustuu tmlumkmim-Ag AeslsMm,80%glass. wearaayofmrykind. All otherexpresand Implied wanriff. • fomrporate a hidden hinge doorallmving the doormswing open and remain open Long life phomtonMl,20years-P P34 and P48 with DTL Optical are disclaimed. Complete waFmty terms looted at: www. • OOerunitswNh an EU -NEMA mkt lad pMtomarol remmade, the housing mnDlma emd 7 pin receptacles normally In sing (PATI or Inside glass molyded (PALE - not for use with The optical system is IP66 rated and consists of a precisely muitvbmnds.mmAuoowt/wamntv/terms-and-mndiriom glass wind..all- high tomadhdwall plan ...Is&nodesmuscha phaamrlwldisabld) molded thermal noistantborasiliom glass refractormounted Note: •Mountmdtp-fittertha.0"'It3"high by2-7/8"to3-1XO.D. pole amen •,Light Ab r5BOR6 ourdoor ore -mounted motion and photo-nold,, features a ANl radio W within the borosillrate refractor Teardrop, Bowl, Sag shaped Actual performae may dfffer as a manit of end-user • Proridefourunpuetydmigndstainlessmelspdngdip%andadinadeariaheirrylchlorideshe mmmuniwte Welenhy to rnught Air i ires car group response to motion, oNafenlml in glass optic or the tempered Fut glass retained by the asst mvimnmeaand applicaion. St—...liable dadjubodbyl/4-20 ha-hwdbcbtlmt—*mdethepismafuglasmh .Thesamek-20 responsemdaylightand mita-Ill aluminum door. Designedforiype 2,3,4&5 distribution, we All valuesare design orrypical values, measured under uP err 36• bolsalmsupponthe councivedband banding assembly. Romembeddeddig Air netwndinterfacemrindvidwl fnmrecalland dimming-NUAIR2. performance data table formnfigu r,l For zero upllgM yboramrymnfilia t25°C. TheinishshalL rpowerma[paiatoensurehnaaimumduoMl' mnalonanl ds optionstheflatglasoptiDR gledemadWshallowordmp Specifications subjecttochangewithotnode. t.7/g• 1,56• • Utilimapil dY ireshall be or(SAlis[ed. sort ued wi[hthehowlorwg gloss 1 t • Rlgama multi -stage pre-tredng and pending proms yleldsa finish thatachleves a some creepage _ 5 bleu nlnanamblwntom matured m40'C/IM ULor(SAr r fl. Wnga6(perA5TMD165/)afteraver5000M1oursmmorvretosaltfog comber(aperatodperASTM rota p p Control Optiols 8117) onstendem and RALfinkhoptane. LM ..one The coal options shall middle, but not limited to, the • Deng fights n,urM.n(DICI PremiumgMff"pmdudaMDLCgalMdprodnd Notalvnsba • RAL (MIam6D[R) painimlorsare5u er0umble(olrosion Renters, following: p athis p dmay be DIC Premlomgmlified arDIC qualified. PleasedeckwM the DLC WalgHd Rel dadjusrade output to adjust outpmtolumireire-AO \ {{ I ThmM lSpedfialims Pmduds taw,duesier iowerolOPL tomMnmwhidooimsaregmlified. Long life pMmmnml, 20yean- PM, P34 and P48 With The Nivnsby ULoettheinwetingstions entc Bull Hlk � IRE Concrete Pour • (enNedbyULor W forwalocalions this p ud is semhled in the USA and meet; the Buy Aderhold government procurement 3 and 7 pin deputies internally in housing (PR3, PRO) comm ,dad • AfacmrypmgmmmableelMmnicdmer WINO -lm dimming control leads requh menuunde AR,DFARSand DOTmgulml'ns. or mounted on the leveling fitter(I'M Fill zirs%I.n • LEDs shall hoses minimum of 70 Oil and available In 2700K, 3WOK, 40601( and Small �. • The electrical system shall he designed tor we ANSVIEEE (62.41.2 and shall offer a l%Y/5th surge PI rekrmwsvw bandsmen rew rte lou merman foraddltioml iaalm mm. On externally mounted options, the photocontrol or promoon,foiloff, a,senderdw{thanupgradable 2OkV/lOkAsmgeprotection, faildAVANIndiana my u shorting up are selected with thelevelingfider STYLE A STYLE C STYLE D fight, option rlimmedwamay. ' is the only wanamyprovided and no other statements; in this • Lumen "or an hetostomined pnorm mandentaing Byways(FPDMOpeions spe[ffia[ionsheer0aha annaayaamy Bad All other it imPliedrraFanoad • Theelectrial mmponentseremouad'n an aluminumplaced,this remonoll with minim dlsdaimed (ompkrewana IaoRdatwwreacu'mhNnds.mm/w000nM1vammvhnms- useofm'Is. Amrtdingfivemnductarplugmnnecs mire reapade inthe luminaire humin o and-tondNons canpletethewng. trctircoplaeelct.o•te:Adwlperfamncemayd rsadmooludend-uerenwmmmnit ndappliaton. ORDERING INFORMATION EXAMPLE PM60A 518 QNA wahro ,,,4CU,NyEr.Nalephane One LlNonlayhy, (onyers,W30612 Phone'. Ei6-NOIDPHANE www,h°1'phane,mm Idmpp'rdnf@amN�gaMs[om WD3u a202F2023Aru;ry Brands UghNrylnLNldgWmsercd Rm.05AFN3 BFrdfiml'nswblBtmtivgeatNwt.ts Pagel af7 MobphmnGVD3 PSDB LT MB[LA BA1801950fR PQL Must be Glass Optic This pm lud is ass, d in the USA and meets the Buy Amedce(n)Boom int procurement regaremenm under RS FAB, DFAand replandas r � axnneram D.y Hep. 8100083 I/ 6063 Aluminum All par AS FAr FMB 221 Atwdper er coat M2 Brand poA2604 (supertluable) Ufetime Wardirly, on Pole 5 Year Warranty on Paint Thkhdrender/np.NWdn erpineered tlmaJ D OBtaner. elan" icelb MS Eng:Bokon&M.k- cHr PARTNERS Date: W/ID/2023 Sean Dunham EMS Partners, Inc. Hap. Jefferson (Al Base en. dunhammem.artnersinc.com 3519 Commerce Blvd m:612 -2047W Where SearlaW,MN55110 STANDARD PEDESTRIAN LIGHT POLE AND LUMINAIRE - NOT USED SCALE: N.T.S. S`4OEYL11BTdlIC14 Holaphane I One Lithorne-Key,Cunyers, GA30012 I Phone:8EEHOLOPHANF. I vraw.holophan udn I techseppodmf@aruiryds bro.com ESU .2@2d023Amihj Brands Ughtingln,.Alldghbrewrved. Ray.DVIOM Spelficame,oblatmchanp deanalia. Pistil Hap. n1a0W3 6063 Aluminum Alloy per ASWB221 Dark 11— powder coat per AAMA 2604 (super durable) Wood, Warrantyon Me 5 Year Warranty on Paint Help.3eHer.n Damshell Base 2 STANDARD STREET LIGHT POLE AND LUMINAIRE SCALE: N.T.S. This in, e,derinp. NW an enprneeredal'owrnp. C Cuaamer. tlry W Manticelb Eng: —BMenk —Hoit DN� Dae: 05/10/2023 Sean Dunham EMS Partners, Inc aaan.tlunhammem....dinc.m m: 612-2014]59 35...dreer2Bhd 3Vhne Bear take, MN 01W imesryle n ad U .rate open bwt¢msare 1! v.ltanlµ sate CwllM1 rendmn,asuadHln tem Andlm'Aa.7l7 np{�Lnmwro rngrh Regs„ad°-PME„A L:PMaDsoA-chooze/mm x-STd, sauna st„�ot,Eeomme.,dad. 4 Alum,m+m trema mmpaT,hlewlm PM6DA. PM69Cand RM/AD. 5 Oen n[nm}ce..,pa1,41n nnu PMnAWA,f MnRiA(. xrW PM9FCOD. SPECIFICATIONS AND FEATURES mNSTpurnoN. Al,dware.s sap m'chnwd Rdm alvmmum Sake below grads cut from llLappmred P. V.C. All maehlnedlmm bass-.5Eke below gredemcfrom uLappmued PV e. Alt hardwared .tries steel STEMS' PN okras arae t01"and Nrdeded 112" NPS. FINISHES: Aluminum, Araunhk In 12.1— Tolc Pulynler ppwdv mel Ilnixhn. Cunlem pewdu ana4 4nghea s�Pabk Iconmet Wtary lar care �rHo•metianl &drs, Avauabk can 3 n Wdeld brans Nnalys Curmm fmOHna.'a l le Ico"tecta 1—y s¢r mon 1Mormano"I, FEAT ,tit; Style A' AGiwahla Alp a a iso..,, app,P.Imaraq 14 -span angle w mra,n {f 2V m,lyj. style t Mourawah lwontl2• cmdun adepSera in erdcap, flied stem - style o. Mown wM open mgle ora botapm I+av 9nIyI. Fixed stem. Lel UL UTlad..Vel Lxa[I"a. 0— / 3 ` ACCENT LIGHT SCALE: N.T.S. BUY AMERICAN ACTe This Prodmet i. —bled—h. US— meats me Nmy A,aeN.[.i grnemmem ps¢curemern requiamenD under FAR. ❑PARS and Dbrr pufano Pkeae,e(ar fu wwn..r.ar.r.,n,k,,,mn.. _ - •,.r.,, Tor aad'nrena{I,dormaaom WAgRAxTx51-year fie fed vra caplet reawymms loealed ac - ehnimx le'tmyrordarsahOe NOIE Acrd pertonnance may disrer assn+Holl dl •nd•vea amrcmmenl and appOcnLian 5peclhaetbne rvbLasr w change wr[Mus ostia.. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WA5 PREPARED c"tXLU SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WILLMAR, MINNESOTA 56201 0 b \ ­BH/R1/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.16 .c-1ggd� �+ Phone: (320) 231-3956 N�ont�cella CHECK Pao ld�C�l rub iezn �& M E N K Email:ww.loolton-mmar@bolton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Hoa 7 'i aleow11nB1s DETAILS Ill PM60A• - .. Ammin,n,.' Brier A11Autadak It,—OnI6 PMBRdOA' :.:... 53 59Ni 3°saa" I3. m.r. itis, ..I nit — 55 .. F"iMm = NAT Ire,u.•,I[n.. S 512. S2M 12.51.,, BFT N--7-1.0 PIX wdrl�a?an�Nl[Ir�iln- PAtaR60C FuedneLgan wltt ionalas 5tB fat s! SVIN 2a•5nam cFFS ChrunhSmr,oflr -�-IIIIIIIIIIIIj rodsW 80.— DNA Irn.,,nl N,nniman PM606' FuaM1Jgrwyid r,m,e" 530 3O•stem Saw 36. Stem Ng5 PAaSRldlaa0wR 91cdW, dmmm-61NImr.,,n, eta 3d-_.eam VET VA•aa TeAmw PMall Fae'foaigsd WH 'M•IE'••r,M loom -� CF ,Ww/a, Pella imesryle n ad U .rate open bwt¢msare 1! v.ltanlµ sate CwllM1 rendmn,asuadHln tem Andlm'Aa.7l7 np{�Lnmwro rngrh Regs„ad°-PME„A L:PMaDsoA-chooze/mm x-STd, sauna st„�ot,Eeomme.,dad. 4 Alum,m+m trema mmpaT,hlewlm PM6DA. PM69Cand RM/AD. 5 Oen n[nm}ce..,pa1,41n nnu PMnAWA,f MnRiA(. xrW PM9FCOD. SPECIFICATIONS AND FEATURES mNSTpurnoN. Al,dware.s sap m'chnwd Rdm alvmmum Sake below grads cut from llLappmred P. V.C. All maehlnedlmm bass-.5Eke below gredemcfrom uLappmued PV e. Alt hardwared .tries steel STEMS' PN okras arae t01"and Nrdeded 112" NPS. FINISHES: Aluminum, Araunhk In 12.1— Tolc Pulynler ppwdv mel Ilnixhn. Cunlem pewdu ana4 4nghea s�Pabk Iconmet Wtary lar care �rHo•metianl &drs, Avauabk can 3 n Wdeld brans Nnalys Curmm fmOHna.'a l le Ico"tecta 1—y s¢r mon 1Mormano"I, FEAT ,tit; Style A' AGiwahla Alp a a iso..,, app,P.Imaraq 14 -span angle w mra,n {f 2V m,lyj. style t Mourawah lwontl2• cmdun adepSera in erdcap, flied stem - style o. Mown wM open mgle ora botapm I+av 9nIyI. Fixed stem. Lel UL UTlad..Vel Lxa[I"a. 0— / 3 ` ACCENT LIGHT SCALE: N.T.S. BUY AMERICAN ACTe This Prodmet i. —bled—h. US— meats me Nmy A,aeN.[.i grnemmem ps¢curemern requiamenD under FAR. ❑PARS and Dbrr pufano Pkeae,e(ar fu wwn..r.ar.r.,n,k,,,mn.. _ - •,.r.,, Tor aad'nrena{I,dormaaom WAgRAxTx51-year fie fed vra caplet reawymms loealed ac - ehnimx le'tmyrordarsahOe NOIE Acrd pertonnance may disrer assn+Holl dl •nd•vea amrcmmenl and appOcnLian 5peclhaetbne rvbLasr w change wr[Mus ostia.. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WA5 PREPARED c"tXLU SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WILLMAR, MINNESOTA 56201 0 b \ ­BH/R1/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.16 .c-1ggd� �+ Phone: (320) 231-3956 N�ont�cella CHECK Pao ld�C�l rub iezn �& M E N K Email:ww.loolton-mmar@bolton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Hoa 7 'i aleow11nB1s DETAILS ell riga +vp wnnvut umEr uvea oury 42" HIrig e iop WIftut Base: Dl rest bury tacking Pedestal Lover Unrversel Cagier Pert Ngmeers with FinLyN Indkabbi1 vwder Coated stainless steel Block (B) 142 -C -HT -B Gray (G] 142 -C -HT -G Brame (8R2] 142 -C -HT- RZ Green (GN) 142 -C -HT GN D=M [BR) 142 -C -FIT -BR (RS) - RECEPTACLE STANCHION SS PEDOC SCALE: N.T.S. CABINET LC 20 SPACE LOAD CENTER CONDUIT SEE NO C Device Maunthng Plate MaLeYlal ledestai BWY linged Caver 14 gauge stainless steel 14 gauge 04Inlesa steel *dY Mounting Plate 14 gauge spinless steel Inirersal Cover 14 gauge stainless steel located Inside 4xkaged Mmensluls S" x W v 45' 'adcaged Wekaht 18 Lbs. CAB]( ETLCCI W/BASE /1 LCC' CABINET WBASE N SCALE: .T.S. 24.n 5.00 tees qy0 USTEo menu 42A 2.77 2.5 P1.=D0C nav1x v dt w .peppSpower Cam NOTES: I. THE NUMBER, SIZE AND TYPE OR CONDUIT SHALL BE AS INDICATED IN THE PLANS 2. AT A POINT AFTER THE CONDUTF HAS ENTERED THE ENCLOSURE IT SHALL BE PFRMISSABLE TO TRANSITION TO LIQUID TIGHT FLEXIBLE METAL CONDUIT. 3. PROVIDE 15 AMP I POLE BREAKERS IN THE (QUANTITY AS REQUIRED 1N THE PLANS OR DETAIL DRAWINGS. 4. SECURE THE ENCLOSRE TO THE BASE WITH STAINLESS STEEL W EDGE ANCHORS. 5. THE FIELD IDENTIFICATION REQLnREMENTS OF NEC ARTICLE 408.4[A) AND I B) SHALL. APPLY. 6, HARDWARE USED TO ATTACH EQUIPMENT TO THE ENCLOSURE SHALL HAVE MACHINE THREADS. SELF TAPPING SCREWS ARE NOT PERMITTED. 7, CONCRETE MIR SHALL BE 3652 R. FURNISH AND INSTALL TWO SPARE 314 tNCH CONDTJITS NOTES: 1. NO SCALE 2. PLATE MAYBE TWO PIECE AS SHOWN ORA SINGLE PLATE UTILIZING ALL FOUR ANCHOR BOLTS. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS INCLUDING A. SLOT WIDTH AND LENGTH B. BOLT SIZE C. ANCHOR BOLT CIRLE OF FOUNDATION ANCHOR BOLT D. ANCHOR BOLT CIRCLE OF SALVAGED LIGHT POLE E. RADIUS OF CENTER CIRCLE TO PROVIDE CLEARANCE FOR CONDUITS 4. FIELD VERIFY THE RELATIVE POSITIONS OF THE ANCHOR BOLT AND POLE ATTACHMENT BOLT. S. ADDITIONAL NUTS AND WASHERS ARE REQUIRED FOR LEVELING, CONDUIT CLEARANCE AND POLE ATTACHMENT. 6. ADAPTER PLATE SHALL BE CONSTRUCTED OF NO LESS THAN .75 INCH STEEL PLATE. 7. THE SLOT AS SHOWN MAY BE REPLACED WITH A DRILLED HOLE FOR EACH REQUIRED BOLT. THE HOLE SHALL BE SIZED FOR A CLEARANCE FIT. CONCRETE LIGHT SCALE: N.T.S. BOL PART A TOP SEE NOTE 7 PART B ATTACHMENT BOLT (TYP.) 4 REQUIRED ruv —R DULI IIY �.UNCRETE BASE (TYP) 4 REQUIRED I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDERN, Y RECTS PER I51 ANDTHATI ADULYLICENSE1 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F BOLTON LTO N WILLMAR, MINNESOTA 56201 b DRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT d,',^' .•. ; Phone: (320) 231-3956 N�ont�cella CHECKED Patri .y�lggds�+ y�1 10 I/�y� �e M E N K Email: Willmar@bolton-menk.com EDJH/JK ELECTRICAL DETAILS E1.17 uc.ND. ldtalC s 1 u oi/19/2023 j www.Bolton-menk.mm Ovx".No. alEDw11n61s DETAILS 6JD9 k_ Ground Stud located Inside of Pedestal 1111AILA SCALE I . 1 I•` .77 Grade Liver 24.n 5.00 tees qy0 USTEo menu 42A 2.77 2.5 P1.=D0C nav1x v dt w .peppSpower Cam NOTES: I. THE NUMBER, SIZE AND TYPE OR CONDUIT SHALL BE AS INDICATED IN THE PLANS 2. AT A POINT AFTER THE CONDUTF HAS ENTERED THE ENCLOSURE IT SHALL BE PFRMISSABLE TO TRANSITION TO LIQUID TIGHT FLEXIBLE METAL CONDUIT. 3. PROVIDE 15 AMP I POLE BREAKERS IN THE (QUANTITY AS REQUIRED 1N THE PLANS OR DETAIL DRAWINGS. 4. SECURE THE ENCLOSRE TO THE BASE WITH STAINLESS STEEL W EDGE ANCHORS. 5. THE FIELD IDENTIFICATION REQLnREMENTS OF NEC ARTICLE 408.4[A) AND I B) SHALL. APPLY. 6, HARDWARE USED TO ATTACH EQUIPMENT TO THE ENCLOSURE SHALL HAVE MACHINE THREADS. SELF TAPPING SCREWS ARE NOT PERMITTED. 7, CONCRETE MIR SHALL BE 3652 R. FURNISH AND INSTALL TWO SPARE 314 tNCH CONDTJITS NOTES: 1. NO SCALE 2. PLATE MAYBE TWO PIECE AS SHOWN ORA SINGLE PLATE UTILIZING ALL FOUR ANCHOR BOLTS. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS INCLUDING A. SLOT WIDTH AND LENGTH B. BOLT SIZE C. ANCHOR BOLT CIRLE OF FOUNDATION ANCHOR BOLT D. ANCHOR BOLT CIRCLE OF SALVAGED LIGHT POLE E. RADIUS OF CENTER CIRCLE TO PROVIDE CLEARANCE FOR CONDUITS 4. FIELD VERIFY THE RELATIVE POSITIONS OF THE ANCHOR BOLT AND POLE ATTACHMENT BOLT. S. ADDITIONAL NUTS AND WASHERS ARE REQUIRED FOR LEVELING, CONDUIT CLEARANCE AND POLE ATTACHMENT. 6. ADAPTER PLATE SHALL BE CONSTRUCTED OF NO LESS THAN .75 INCH STEEL PLATE. 7. THE SLOT AS SHOWN MAY BE REPLACED WITH A DRILLED HOLE FOR EACH REQUIRED BOLT. THE HOLE SHALL BE SIZED FOR A CLEARANCE FIT. CONCRETE LIGHT SCALE: N.T.S. BOL PART A TOP SEE NOTE 7 PART B ATTACHMENT BOLT (TYP.) 4 REQUIRED ruv —R DULI IIY �.UNCRETE BASE (TYP) 4 REQUIRED I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDERN, Y RECTS PER I51 ANDTHATI ADULYLICENSE1 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F BOLTON LTO N WILLMAR, MINNESOTA 56201 b DRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT d,',^' .•. ; Phone: (320) 231-3956 N�ont�cella CHECKED Patri .y�lggds�+ y�1 10 I/�y� �e M E N K Email: Willmar@bolton-menk.com EDJH/JK ELECTRICAL DETAILS E1.17 uc.ND. ldtalC s 1 u oi/19/2023 j www.Bolton-menk.mm Ovx".No. alEDw11n61s DETAILS �. sd� ryI anA Haarrrwsr �"n n r �y., saetaDL. Applications: Remdenual streets Parking lots High speed roadways AL �.Affilfia, Ilk, k, n Erfau0. Pmiaclad Araa IEPAI The EPA for the AT8M 10.3 sq. m., Appma, W1- 21 It, t3.5 too STANDARDS DesquLlghts Consodium' (DW Premiumalifi qued product. Hot all ,mi -of this produd may he OLC Premium qualified. Please deck the Di.10. died Naduds Lid at www AesWldtohts.oro/OPt leconfibmwhich versiopsarequalified. Color temperatures N <_ 3000N must he spenfied far lntemaeanal Dark -SNP Association wilBcatian. Rated for ATC to VC ambient LSA OrOhed to US.and Caaadlsn standards (rim eh A4511736,2,C136.10, 0136.14.1136.31, C136.15, C13627 BUY AME RICAN ACT— Productwlth the BAA oi is assembled 1, the USA and meets the Bay Ann,, a(nl Bovemment prounemedl requirements under FAR. iand 0171 egulatom. Please refer to wwv su tybmno, Lo 1YDIS-anter un for addifional Infarmeion. Autobahn Series ATBM TYPE 8 LUMINAIRE Roadway Features: OPTICAL same Light Perkmlance Ls comparable to 150W -SOW HPS White Light Correlated cdortemperature-4000K, 70 CRI minimum, 3ONK, 70 CBI minimum a optlai soauK 71 minlori IPb6 rated 6orasllicateglassop0nenwre longevity and minimhedirtdepredatkm. Un{que IP66 rated LED light engines provide 0%uplighl and reslticl haddlghl to within sidewaik depth, poinding optimal application coverage and wtlmal pole spas Available dutirbuuans are Type II, III, IV, & V rwderay dinribulims, Wal0i vlsual wmNd option Is al -0061 for ail distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours a1 VS 1-70. Ueetonie dllves'has an expeded life of 10000) horns da 25"C IThent Lower FRfgy: Saves an expected 40-61A over comparable H10lumlu ei. Robust5.rye Protection: Rachid singe protection Is 20k 1T0kA"Extreme Level"per ANSfC1362. An offal MOV pad p.,' ee 1dol/SkA"Enhanced Level. luminaire ships with a 0- 10v dimmable diVEr. Luminaire is DidI pus and Hep dimming capable via A9 option or cantos instahil on P7 photutonhol receptacle option. MECHANICAL Indudas standard ALL Ilne-Ifnendlyleatures such as tod-Ins entry, 3 steMH terminal bInrk and quirk dismnseds Cobble lead located Inside the elercrinI compartment for Bary leveling at installation. Pugged dIn-cast aluminum housing And door am palyesrer powder -mated kr durability and ,—ioR resistaare Rigorous five -stage pre -treating and painlmg process yields A finhh that achieves a scribe creepage rahmgof 8 I ASTM DI 654) aherover 5000 houn exposure to salt fog rkamber {operated per ASTM 111171. Mast arm mount hadjustable foarms from 1-114"to 2"f 1-518"to 2-318'9.0.1 diameter. The 7 -holland cptionai 4 bolt damping medmnison provide 3G vibration rating per ANSI C13631. 1heWRdlife shield Is east Into the housing (not a separate plem) CONTROLS NEMA 3 pin phatomntrd receptade is standard, with the Amity designed AHS! standard 7 pin receptacle optionally evadable. Premium wild state luckinoryle phemtvnfrol- PLSS 110 yearrated ph) Extreme long life solid state Iodng-slyle pwri cwtol - PW 120 year rated Iii Extreme long life solid stale laking -style p4cn co tmlwithondemandremoteonlnffooetral- PCCC p5 Mimed He). Optional onhaerd Adjustable Output module allows the ifghtomput and mpm wattage to he -dined to meet site specinc requiremei and also tan allow a single 5xodu to be Resibly applied In many different applkainns. Roadway Llghartg AIGM Note;Spesaiceounr as6rymsclwngu"A.,.— '1Y,8 odee, 1 TY E 8 STREET LIGHT HWY 25 SCALE: N.T.S. ATBM P:30 MVGLT Performance Packaaes Vpitaae ATBM AutOhehn IED Pill 8,7o0 lumens MVOLT Mulh-voh, Roadway P10 11,000 lumens 120-277V P70 12,Bo0 lumens 147 347V P30 15,509 unn-a 400 480V P40 17,4o0lumens Pyo 19,1o01umens PW 20,9001umens P70 21.5001umens Autobahn Series ATBM Roadway R2 46 Optics MpanOnq R2 Roadway Type 11 (Blar l 76a0Mmullting R3 RDaidv Type 111 4B 4 RDk Mounting R4 Roadway Type IV R5 Roadway Type Packmu- Surou Protection IBlenkl Standard Pack IBlenkl Standard 26kV/1019 SPD JP Joh Pack Mipolletl MP MOVPadk Miscellaneous Untmu s HSS Nousm Side Shield NL NEMA Label Indicating Wattage XL Not CSA Certified - No Terminal Block C— VR- Dual Optiis visual -i 9" Horimntal Arm for Round Pa., Painted to match Fii UMS-KII 9'• HDnznntal Arm for Squaro Pole, Painted to match Fii UMR-GALV 8-lioriaodtal Arm for Round Palo, Galvanized UMS-GALV 8" Horizontal Arm for SquarG Palo, Galvanized BAA Buy Americaln) Act Compliant A3a1-3/4'i15T Irusl Notes: I Dimmable drive included. 2 This option requires RFU 3 MVULTpdV Autobahn Series ATBM Roadway LIMP POLE ADAPTOR RECOMMENDED FOR USE WITH POLES OF 4" DIAMETER OR SMALLER IM' RLATE UMS POLE ADAPTOR 1OWALLTa. Autobahn Series ATBM Roadway P E R F O NL PT SHE PACKAGE options LLD ®25 C Color Temperature lCCTI Control Options Acca—ma IBlenkl 41 GCT, 70 CRI Mio, 111-1t) 3 Pin NEMA Ph DID aantrol ATBMKSS House Side Shield 771M 270111( CCT, 70 CRI Min. Receptacle ATBMLTS Light Trespass 3K 3000K CCT, 70 CRI Min. P7 7 Pin Phmnconiml Receptacle Shield SK 51 CCT,70 CRI Min_ Idlmmebie dnv ir-luded)' RKATBMMVDLTSPO AT8M Acuity Sno, ATBM with OuekOptix NR No Phomconvel Receptacle MVGLT PatOI AD Rma Adjustable Dutput RKATBMHVSPD ATBM Acuity SPD, IBlanRI Gray PCSS Solid -State Lighting Phetccpntml= 347140CV BK Black PCLL Solid -State Long life PhmocomW RKATBMMVDLTMP AT8M MOV Pack, BZ Bran2o PCCC Solid$mte Long Iiia Phamcogvpl MVGLT 668 Bark Brants wllh remateccntral nMotf' RKATBMHVMP ATBM MGV Pack, GI Graphite WH Whit. SH Shorting Cap 347141!i Packmu- Surou Protection IBlenkl Standard Pack IBlenkl Standard 26kV/1019 SPD JP Joh Pack Mipolletl MP MOVPadk Miscellaneous Untmu s HSS Nousm Side Shield NL NEMA Label Indicating Wattage XL Not CSA Certified - No Terminal Block C— VR- Dual Optiis visual -i 9" Horimntal Arm for Round Pa., Painted to match Fii UMS-KII 9'• HDnznntal Arm for Squaro Pole, Painted to match Fii UMR-GALV 8-lioriaodtal Arm for Round Palo, Galvanized UMS-GALV 8" Horizontal Arm for SquarG Palo, Galvanized BAA Buy Americaln) Act Compliant A3a1-3/4'i15T Irusl Notes: I Dimmable drive included. 2 This option requires RFU 3 MVULTpdV Autobahn Series ATBM Roadway LIMP POLE ADAPTOR RECOMMENDED FOR USE WITH POLES OF 4" DIAMETER OR SMALLER IM' RLATE UMS POLE ADAPTOR 1OWALLTa. Autobahn Series ATBM Roadway P E R F O R M A N C E P A C K A G E PACKAGE 7K 13000K CCT 70 CRI) 4K15K i4000KIfr000K Cl 70 CR11 LLD ®25 C Pedprntance Package Distribution Input Watts Lumsns LPW B U G Lumens LPW B U G ®®O0 25k l5k 100. Hours Hours Hmurs ATBM with OuekOptix Oistrihutfon Input Watts 3111 4000K15M Lumens LPW G G G Lumens LPW G U G LGG Ilk Hours ®25°C 75k Hf0oks Hours our � � 111111h�111111�1111©O11®�111111BI)•111©111111© 11111111iRE�11111�1111©0111�11111�111111®111©01110 1111111B�111111�1111©111E1111Q11111�111111®©0111© ' 0 Nese:ndiwdd'al fh oro pPrlprmd—may vary. Sto-fis anotia$slij Cl Ia ama4a¢Me- -ud. Autobahn Series ATBM Roadway PERFORMANCE PACKAGE ATBM with OuekOptix Oistrihutfon Input Watts 3111 4000K15M Lumens LPW G G G Lumens LPW G U G LGG Ilk Hours ®25°C 75k Hf0oks Hours our OEM MEN mom I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WA5 PREPARED SHEET 9Y OR UNDER Y RECis PER 151 ANDTHATI ADULYLICENSEO 2040 HIGHWAY Ira EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s EC T ST ESOTA. CIT Y ❑ F p� y qry qpp X O LTO N WILLMAR, MINNESOTA 56201 e E 1.10 ary,y�(�m age A�p�ryiw \ ooBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ,T_ M1: •,-lg1;q.�d1�l�+J L v �7G I V 1 Phone: (320) 231-3956 ontl�ella CH—ED o ld�C�3 rub laza �& M E N K Email:willmalton-menk.com Willmar@bolton-menk.com ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com aoa 7 'i EDw11nB1s DETAILS LITHONIA LIGHT DSXO-LED-PI-4C (38 WATTS LED) OR APPROVED E PLAN VIEW -ON DU IT AND CABLE >ER PLAN. GROUND ROD CENTERED 2 PARKING LOT LIGHT FOUNDATION Jill, II II II II II II q EQUIPMENT PAD DETAIL NJ %" CHAMFER SCALE: N.T.S. ANCHOR BOLTS PER POLE II II II II II II II II q o MANUFACTURER, ALL ANCHOR ii ii ili 6INCHES. X O LTO N BOLTS TO BE COMPLETE WITH tD DEIGNED EH/BJ ili (4) TIES @ 12" ALL SIDES LEVELING NUTS. g VtJ �! L V �7p I V I ' II ON CENTER , N�Ont�WRO NOTES: 1. CONCRETE MIX SHALL BE 3G52C DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.19 ELECTRICAL DETAILS ' W & M E N K Email:ww.bolton-meniccom com www.bolton-menk.mm 2 SHALLRBEFOU RNSIHOF ED,EACH SIZE ANDTYPE SERVICE CABINET EQUIPMENT PAD �I FINISHED 24'E Patri �1ggd��+ '"`°d' ru I II ±L / 9/zoz3 .1. NO i On 3. FURNISH AND INSTALL AGROUND RODIN THE EQIPMENT GRADE u II u 3" MINIMUM CLEAR COVER PAD. FURNISH AND INSTALL AGROUND ROD NO LESS THAN 6 FEET FROM EQUIPMENT PAD. THE GROUNDING ELECTRODE CONDUCTOR BETWEEN THE TWO GROUND RODS SHALL BE �L— r— =-4 L=J� 1==T , IN3/4" PVC CONDUIT. GROUND RODS SHALL BE 5/8"X10' 4. ANCHOR BOLTS SIZE AND BOLT PATTERN SHALL BE PER THE C L 11 8 6 INCHES II II II II II EBAR SHALL EXTEND TO MANUFACTURERS REQUIREMENTS. S. AN BOLTS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. II II I II II II II II II (8) #6 VERTICAL BARS jl II II WITHIN 3" OF THE TOP OF 6.ALLCONDUITS SHALL ENTER THE SERVICE CABINET ENCLOSURE THROUGH THE BOTTOM OF THE CABINET. CONDUIT SHALL NOT THE FOUNDATION ENTER THE CABINET THROUGH ANY SIDE. 7. CONCRETE SHALL BE BROOMED FINISHED, FLAT AND LEVEL. _ B. ALL CONDUITS SHALL BE SEALED WITH DUCT SEAL AFTER ALL CONDUCTORS HAVE BEEN INSTALLED. SERVICE CABINET ENCLOSURE II �I VIII II IIONDUIT AND CABLE PER B. NO SCALE III II I II PLAN. N II IIII II 36'1 FOUNDATION 7- 3611 _ 3" SIDE VIEW %" X 15' COPPER CLAD STEEL GROUND ROD. IS 1 PARKING LOT LIGHTING UNIT 2 PARKING LOT LIGHT FOUNDATION Jill, II II II II II II q EQUIPMENT PAD DETAIL SCALE: N.T.S. 2u SCALE: N.T.S. II II II II II II II II q 33 o ii ii ili 6INCHES. X O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 tD DEIGNED EH/BJ ili (4) TIES @ 12" ALL SIDES DRBH/BJ/EH/PA g VtJ �! L V �7p I V I ' II ON CENTER , N�Ont�WRO Dill 1H/1K DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.19 ELECTRICAL DETAILS ' W & M E N K Email:ww.bolton-meniccom com www.bolton-menk.mm Patri �1ggd��+ '"`°d' ru I II ±L / 9/zoz3 .1. NO i On u II u 3" MINIMUM CLEAR COVER II II II 6 INCHES II II I II II II II II II (8) #6 VERTICAL BARS EQUALLY SPACED GRADE 3" SIDE VIEW %" X 15' COPPER CLAD STEEL GROUND ROD. IS 1 PARKING LOT LIGHTING UNIT 2 PARKING LOT LIGHT FOUNDATION EQUIPMENT PAD DETAIL SCALE: N.T.S. 2u SCALE: N.T.S. 1 SCALE: N.T.S. 33 `- I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAs PREPARED BY OR UNDER Y RECTS PER I51 AND THATI ADULY LICENSED s Ec T sT EsoTA. bjy b A�°p�y� X O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T S' ❑ F DEIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRBH/BJ/EH/PA g VtJ �! L V �7p I V I ' Phone: 320 231-3956 , N�Ont�WRO Dill 1H/1K DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.19 ELECTRICAL DETAILS ' W & M E N K Email:ww.bolton-meniccom com www.bolton-menk.mm Patri �1ggd��+ '"`°d' ru ±L / 9/zoz3 .1. NO i On CLIENT DETAILS w TURNBUCKLE CABLE CONNECTION M� NOTES: 1. STRUCTURAL DESIGN OF POLE IS THE RESPONSIBILITY OF THE POLE MANUFACTURER TO WITHSTAND POLE LOADS AND SUSPENSION CABLE 1.1. SUSPENSION CABLE SAG OF 36" MAXIMUM 1.2. SYSTEM IS SIZED TO ONLY SUPPORT ITEMS SPECIFIED ON POLE ASSEMBLY AND FESTOON LIGHTING. NO ADDITIONAL ITEMS TO BE ATTACHED TO POLE OR SUSPENSION CABLE. 2. STRUCTURAL DESIGN OF POLE FOOTING SHALL FOLLOW STRUCTURAL ENGINEER SPECIFICATIONS AND DETAILS. 3. MOUNTING AIRCRAFT CABLE TO BE ML2000-AC-1/8" FROM CALI LIGHTING OR APPROVED EQUAL AS REQUIRED FOR STRUCTURAL INTEGRITY OF SYSTEM. CONTRACTOR TO COORDINATE LOAD REQUIREMENTS WITH POLE MFG DURING FINAL SHOP DRAWING REVIEW. 4. CONTRACTOR TO USE CABLE CRIMPING PER CABLE MANUFACTURER WITH WIRE ROPE THIMBLES AND STAINLESS STEEL CABLE FERRULES TO CREATE LOOPED ENDS OR APPROVED EQUAL. CONTRACTOR RESPONSIBLE TO ENSURE STRUCTURAL INTEGRITY OF CABLE CONNECTIONS. 5. TURNBUCKLES TO BE JAW/JAW TURNBUCKLE - 316 STAINLESS STEEL. SIZED FOR WORKING LOAD LIMITS OF CABLE SYSTEM OR APPROVED EQUAL. NO OPEN CONNECTIONS OR HOOKS WILL BE ACCEPTABLE. 6. POLE EYELET TO BE OVERSIZED TO FIT TWO TURNBUCKLE JAWS AND GROUNDING CONNECTION FOR FESTOON LIGHT. ALL POLES TO ASSUME TWO CABLE TURNBUCKLES TO BE ATTACHED AS LAID OUT PER PLANS. CONTRACTOR SHALL PROVIDE CONNECTION MOCKUP OF TURNBUCKLES AND POLE EYELET TO ENSURE FIT AND FUNCTION. ALTERNATIVE METHODS CAN BE PROPOSED DURING SHOP DRAWING PROCESS. 7. LIGHT UNIT TO BE CALI ML2000 WITH POWER PLUG FOR OUTDOOR WET LOCATION OR APPROVED EQUAL. INSTALLATION PER MFG INSTALLATION INSTRUCTIONS TO AIRCRAFT CABLE. 8. PROVIDE GROUND CONNECTION FOR STRAIN RELIEF CABLE ON FESTOON LIGHT AS REQUIRED BY MANUFACTURER AND SHALL BE CONSIDERED INCIDENTAL TO LIGHT UNIT TYPE. C 9. INSTALLATION OF SUSPENSION CABLE AND FESTOON LIGHT TO FOLLOW ZIG-ZAG RUN PATTERN, EACH INDIVIDUAL CABLE TO SPAN BETWEEN TWO POLES ONLY. CONTRACTOR TO FOLLOW MFG RECOMMENDATION FOR MINIMUM BEND RADIUS AND CABLE LOCKING TO PREVENT DAMAGE TO STRING LIGHT SYSTEM. 10. MEASUREMENT FOR PAYMENT SHALL BE FROM POLE CONNECTION POINT TO POLE CONNECTION POINT, ALL HARDWARE, LOOPS, TIE BACKS, TURNBUCKLES, AND OTHER HARDWARE REQUIRED TO COMPLETE CABLE INSTALLATION SHALL BE CONSIDERED INCIDENTAL TO CABLE UNIT PRICE. CABLE LENGTH VARIES BETWEEN POLES DESIGNED CABLE SAG 5% MINIMUM CLEARANCE 18'-0" OVERSIZED CABLE MOUNT TO BE LARGE ENOUGH TO RECEIVE TWO (2) TURNBUCKLES AND GROUNDING MOUNT FOR FESTOON LIGHT v LIGHT UNIT, FESTOON LIGHT J 1. REFER TO ELECTRICAL SHEETS AND SPECIFICATIONS FOR PRODUCT MODEL NUMBERS 2. FINAL HEIGHT AND ORIENTATION FOR ALL POLE ACCESSORIES TO BE DEFINED DURING CATERNARY LIGHTING SYSTEM - TYPICAL SECTION ATTACHMENT TO SUSPENSION CABLE SCALE: N.T.S. 3. REFER TO MFG AND ELECTRICAL PLANS/SPECS FOR ANCHOR BOLTS AND FOOTING DESIGN 4. PER MFG INSTALLATION GUIDELINES INCIDENTAL TO UNIT PRICE. STAINLESS STEEL TURNBUCKLE LIGHT UNIT- FESTOON LIGHT AT END OF ALL CABLE RUNS SUSPENSION CABLE PER FESTOON LIGHT MFG o CONCRETE FOUN z 0 0 NOTES: 1. REFER TO ELECTRICAL SHEETS AND SPECIFICATIONS FOR PRODUCT MODEL NUMBERS 2. FINAL HEIGHT AND ORIENTATION FOR ALL POLE ACCESSORIES TO BE DEFINED DURING CATERNARY LIGHTING SYSTEM - TYPICAL SECTION SHOP DRAWING PROCESS PRIOR TO PRODUCTION. SCALE: N.T.S. 3. REFER TO MFG AND ELECTRICAL PLANS/SPECS FOR ANCHOR BOLTS AND FOOTING DESIGN 4. LIGHTING UNITS SHALL INCLUDE ALL ASSEMBLY ITEMS IDENTIFIED AND SHALL BE INCIDENTAL TO UNIT PRICE. I HEREBY CERTIFY THAT THIS PIAN, 1PECIFIW101, OR REPORT WAS PREPARED BPY To _ R ETR A 1 �2040HIGHWAY12EST ,n J MONTICELLO, MINNESOTA SP 8 605-59 (TH 25) SHEET UNDWILLMR, MINNESOTA 5620oRb A 1 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT OLTON BH/BJ/EH/PA Phone: (320) 231-3956 CHK E1.2 0 Email: 1H/JK ELECTRICAL DETAILS MENK .bolton-menkcom aIEMPRolNo ion/ otilla adqsrub w7761S DETAILS ANCHOR ROD (TYP.) GROUND ROD NO. 4 BAR (TYP.) ANCHOR ROD (TYP.) GROUND ROD NO. 4 BAR (TYP.) TO AVOID INTERFERENCE 90• TO AVOID INTERFERENCE BOLT CIRCLE PER WITH LIGHT POLE BASE, / _ BOLT CIRCLE PER TH LIGHT POLE BASE, MANUFACTURER'S PLACE ALL CONDUIT AND BOLT CIRCLE PER MANUFACTURER'S PL CE ALL CONDUIT AND REQUIREMENTS GROUND ROD INSIDE AN 8" MANUFACTURER'S REQUIREMENTS GR UND ROD INSIDE AN 8" '_ '/i DIA. CIRCLE. 901 1 REQUIREMENTS ���� ��i DIA. CIRCLE. 6"-8" STUB OUT \ WITH END BELL \ PLAN GROUND ROD MIN. PROJECTION OF 2", MAX. PROJECTION OF 3" 2" NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS I I 0 N I I 5/8" DIA. x 15' LONG (COPPER COATED) GROUND ROD 2" DIA. RIGID P.V.C. CONDUIT WITH 90A ELBOW. ONE CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ONE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). BOTTOM NUT FLUSH WITH CONCRETE FOUNDATION 2" ABOVE FINISH GRADE PAVEMENT, TYPICAL RAD I II I I II I II SEE ANCHOR II ROD DETAIL I II I II I II I II I II I II I II I II I II I II I II 2 - NO. 4 BARS II 6' 0" LONG TOTAL = 4 BARS II II II II II II II II II II II II 2' 0" DIA. ELEVATION LIGHT FOUNDATION DESIGN E MODIFIED (LIGHT TYPES 1, 2 AND SCALE: N.T.S. ►1•11r*0 ( MAST ARM 90° ANCHOR RODS 0 PLACED PER MANUFACTURER'S REQUIREMENTS ANCHOR ROD PLACEMENT 2 FLAT WASHERS LE 3 HEAVY HEX NUTS - PER ROD® oo 3 1" DIA. Li 2-1/2" MAX. R. 1/2" ANCHOR ROD DETAIL 4 REQUIRED Q2 CONCRETE SHALL BE MIX NO. 3G52. FOR ALL FOUNDATIONS ON EAST SIDE OF ROAD IN 3' WIDE CONCRETE WALK -SPECIAL BOULEVARD AREA CONCRETE TO BE INTEGRAL COLOR TO MATCH CONCRETE WALK -SPECIAL. FOUNDATIONS MAY BE CONSTRUCTED IN AUGERED HOLES UNLESS THE NATURAL SOILS WILL NOT STAND OPEN, IN WHICH CASE FORMING WILL BE REQUIRED. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. RIGID P.V.C. CONDUIT PER SPEC. 3803 WITH END BELLS SHALL BE PROJECTED A MINIMUM 1/4" TO MAXIMUM 1" ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. A RIGID TEMPLATE SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. ANTI -SEIZE COMPOUND THAT MEETS MIL -PRF -907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. ALL BACKFILLING AND EXCAVATION AROUND FOUNDATION MUST BE IN ACCORDANCE WITH 2451 AND 2545.3. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 2451. LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE STANDARD PLATE 8129. 1� THE DEPTH OF THE FOUNDATION MAY VARY IN THE PLANS OR SPECIAL PROVISIONS. ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 3385, TYPE A, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP 1 FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 3392. �3 WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH 3 LAYERS OF VINYL ELECTRICAL TAPE 2" BELOW THE BOTTOM NUTS. ® USE 1 HOLDDOWN WASHER AND 2 HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. 6"-8" STUB Ol WITH END BELL GROUND ROD MIN. PROJECTION OF 2". MAX. PROJECTION OF 3 2" NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS i o I I II "r II C, r 5/8" DIA. x 15' LONG (COPPER COATED) GROUND ROD PLAN 2" DIA. RIGID P.V.C. CONDUIT WITH ^ELBOW. ONE CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ONE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). ===:R II u I II II II II II I II II II II 2'-6" DIA. ELEVATION i" BOL CIRCLE PER 90.I I MAN FACTURER'S REQU REMENTS 90° ( ST ARM 90° / ANCHOR ODS PLACE ER MANUFACTURER'S 2 LIGHT FOUNDATION DESIGN SPECIAL 1 LIGHTTYPES 3 4 AND 5 SCALE: N.T.S. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'""' SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec I T sr EsorA. CITY ❑ F ' f X30 LTO N WILLMAR, MINNESOTA 56201 Ob L °`" � oRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.21 d,',^' .c ; Phone: (320) 231-3956 N�ant�cella CHECKED Pao ld�C�l rub iczn �& M E N K Email: .Ibolton- ton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowun6ls DETAILS ANCHOR ROD PLACEMENT 2 FLAT WASHERS U) w 3 HEAVY HEX NUTS PER ROD® 00Do F3 1" DIA. BOTTOM NUT FLUSH WITH CONCRETE 1/2" RAD 2-1 /2" MAX. R. 5 1/2 L_ FINISH GRADE PAVEMENT ANCHOR ROD DETAIL NOTES: 4 REQUIRED �2 CONCRETE SHALL BE MIX NO. 3G52. FOR ALL FOUNDATIONS ON EAST SIDE OF ROAD IN 3' WIDE CONCRETE WALK -SPECIAL BOULEVARD AREA CONCRETE TO BE INTEGRAL COLOR TO MATCH CONCRETE WALK -SPECIAL. FOUNDATIONS MAY BE CONSTRUCTED IN AUGERED HOLES UNLESS THE NATURAL SOILS WILL NOT STAND OPEN, IN WHICH CASE FORMING WILL BE REQUIRED. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. RIGID P.V.C. CONDUIT PER SPEC. 3803 WITH END BELLS SHALL BE PROJECTED A MINIMUM 1/4" TO MAXIMUM 1" SEE ANCHOR ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND ROD DETAIL SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. A RIGID TEMPLATE SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. ANTI -SEIZE COMPOUND THAT MEETS MIL -PRF -907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. 8 - NO. 6 VERT BARS, NO. 4 TIES O 12" O.C. ALL BACKFILLING AND EXCAVATION AROUND FOUNDATION 3" TYP COVER MUST BE IN ACCORDANCE WITH 2451 AND 2545.3. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 2451. LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE STANDARD PLATE 8129. I@ THE PLANS eR SPEeIA1 ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 3385, TYPE A, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP 1 FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 3392. Q WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH 3 LAYERS OF VINYL ELECTRICAL TAPE 2" BELOW THE BOTTOM NUTS. ® USE 1 HOLDDOWN WASHER AND 2 HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. 2 LIGHT FOUNDATION DESIGN SPECIAL 1 LIGHTTYPES 3 4 AND 5 SCALE: N.T.S. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'""' SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec I T sr EsorA. CITY ❑ F ' f X30 LTO N WILLMAR, MINNESOTA 56201 Ob L °`" � oRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.21 d,',^' .c ; Phone: (320) 231-3956 N�ant�cella CHECKED Pao ld�C�l rub iczn �& M E N K Email: .Ibolton- ton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowun6ls DETAILS 60" LEFT SIDE VIEW 0 MILBANK METER SOCKET U4601 -XL -5T9 4 14" FRONT VIEW 30" SERVICE CABINET A RIGHT SIDE VIEW WINDOW FOR PHOTOCELL SST -PV -IES WITH 30-60 SSECOND DELAY LIFT OFF HINGES DIE CAST POWDER COATED BLACK INTERIOR COMPONENTS 4._ 30" 0 BOX CONSTRUCTION: 24" ► _ 0_. -NE MA3 R -1/8" ALUMINUM 5052-H32 -ANODIZED DURANODICS 313 BROWN -NEOPRENE GASKET ON DOORS 1a" BASE LAYOUT121E -STAINLESS STEEL HARDWARE (UNLESS NOT TO SCALE OTHERWISE NOTED) -ETL LISTED IN ACCORDANCE Wt UL508A 1" TYP. 2" 3" TYP. PHOTOCELL TERM I NAL BLOCK — (1) HAND OFF AUTO TEST SWITCH MOUNTED ON HINGED DEAD FRONT ON 30 SPACE MAIN BREAKER LOAD CENTER 150AMP SERVICE DISCONNECT CIRCUIT BREAKER 1- 1 POLE 15 AMP CIRCUIT BREAKER 1-2 POLE 36 AMP (TVSS) 1-2 POLE 40 AMP CIRCUIT BREAKER (CABINET LCC1) 3-2 POLE 40 AMP CIRCUIT BREAKERS (STREET LIGHTING) 2- 1 POLE 20 AMP CIRCUIT BREAKERS (RRFB) 1- 1 POLE 30 AMP CIRCUIT BREAKER (CATENARY LIGHTING) 1-2 POLE 2D CIRCUIT BREAKER (UNITS 36-AML&46-AML) 1-1 POLE 2D AMP CIRCUIT BREAKER (SPARE) 2-2 POLE 3D AMP CIRCUIT BREAKERS (SPARE) 2-4 POLE 4D AMP CONTACTORS (STREET LIGHTING) 1-2 POLE 40 AMP CONTACTOR (CABINET LCC1) 1-2 POLE 30 AMP CONTACTOR (CATENARY LIGHTING) ALL CONTACTORS TO OPERATE BY PHOTOCELL CONTROL THE CIRCUIT TO 36 -AML & 46 -AML IS NOT PHOTOCELL CONTROLLED DBE, SBE, TGB & WEE PHONE: 651-452-7335 ftyginy Wisconsin DBE CERTIFIED FAX: 651-452-7336 ecitr� �eS 7350 COURTHOUSE BLVD. Www.powolnyspecialties.com INVER GROVE HGTS., MN 55D77 SCALE: N-T.S. I APPROVED BY: I DRAWN BY: MMP DATE: EN21 REVISED DATE: 5131/2023 CUSTOMER: CITY OF MONTICELLO PROJECT: DOWNTOWN ROADWAY AND PED DRAWING NUMBER THIS DRAWING IS THE PROPERTY OF POVOLNY SPECIALTIES, INC. PERMISSION TO USE GRANTED ONLY TO THE CONTRACTOR. AND PROJECT NOTED ABOVE. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'"`� SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T ST EsoTA. CITY ❑ F BOLTON WILLMAR, MINNESOTA 56201 oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella CHECP E1.22 Pao ld�C�l rub iczn �& M E N K Email: .bol@bolton-menk.com NTPJH/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowunBls DETAILS 120/240V, 1 PHASE, 3 WIRE. AIC SERIES RATED T SURGE22K / PRO Fe_ R 01 ooa ■ 000 L r) -.r•■ I,v • �r• ■J POO I , I' ■ &_•r-.� LIGHTING p°lm°T17401 GFCI CONVENIENCEI RECEPTACLE Lfl INTERIOR COMPONENTS o e MOUNTED ON BACK PANEL L°I BEHIND HINGED DEAD !W FRONT z 4._ 30" 0 BOX CONSTRUCTION: 24" ► _ 0_. -NE MA3 R -1/8" ALUMINUM 5052-H32 -ANODIZED DURANODICS 313 BROWN -NEOPRENE GASKET ON DOORS 1a" BASE LAYOUT121E -STAINLESS STEEL HARDWARE (UNLESS NOT TO SCALE OTHERWISE NOTED) -ETL LISTED IN ACCORDANCE Wt UL508A 1" TYP. 2" 3" TYP. PHOTOCELL TERM I NAL BLOCK — (1) HAND OFF AUTO TEST SWITCH MOUNTED ON HINGED DEAD FRONT ON 30 SPACE MAIN BREAKER LOAD CENTER 150AMP SERVICE DISCONNECT CIRCUIT BREAKER 1- 1 POLE 15 AMP CIRCUIT BREAKER 1-2 POLE 36 AMP (TVSS) 1-2 POLE 40 AMP CIRCUIT BREAKER (CABINET LCC1) 3-2 POLE 40 AMP CIRCUIT BREAKERS (STREET LIGHTING) 2- 1 POLE 20 AMP CIRCUIT BREAKERS (RRFB) 1- 1 POLE 30 AMP CIRCUIT BREAKER (CATENARY LIGHTING) 1-2 POLE 2D CIRCUIT BREAKER (UNITS 36-AML&46-AML) 1-1 POLE 2D AMP CIRCUIT BREAKER (SPARE) 2-2 POLE 3D AMP CIRCUIT BREAKERS (SPARE) 2-4 POLE 4D AMP CONTACTORS (STREET LIGHTING) 1-2 POLE 40 AMP CONTACTOR (CABINET LCC1) 1-2 POLE 30 AMP CONTACTOR (CATENARY LIGHTING) ALL CONTACTORS TO OPERATE BY PHOTOCELL CONTROL THE CIRCUIT TO 36 -AML & 46 -AML IS NOT PHOTOCELL CONTROLLED DBE, SBE, TGB & WEE PHONE: 651-452-7335 ftyginy Wisconsin DBE CERTIFIED FAX: 651-452-7336 ecitr� �eS 7350 COURTHOUSE BLVD. Www.powolnyspecialties.com INVER GROVE HGTS., MN 55D77 SCALE: N-T.S. I APPROVED BY: I DRAWN BY: MMP DATE: EN21 REVISED DATE: 5131/2023 CUSTOMER: CITY OF MONTICELLO PROJECT: DOWNTOWN ROADWAY AND PED DRAWING NUMBER THIS DRAWING IS THE PROPERTY OF POVOLNY SPECIALTIES, INC. PERMISSION TO USE GRANTED ONLY TO THE CONTRACTOR. AND PROJECT NOTED ABOVE. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'"`� SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T ST EsoTA. CITY ❑ F BOLTON WILLMAR, MINNESOTA 56201 oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella CHECP E1.22 Pao ld�C�l rub iczn �& M E N K Email: .bol@bolton-menk.com NTPJH/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowunBls DETAILS Panel Schedule General InfvrnlatiarL Breaker Details Phase Type Voltage Type YI}e Panel ID ISERVICE CABINEIFA (i Main Breaker 15o Amps (+ Single Phase {: 1201240 (- 120/208 Panel Location ALNUT/B#tOADWAY (� Main Lugs Only (� Three Phase 2771480 Fed FTore CEL (- Fed-thru Lugs 6rkr Pole Wire Pipe VA (AWG) Size Voltage Desorlptian Ckt Cid Description Voltage VA Pipe Size Wireslz2 Pale $rkr (AWG) 40 3 7201240 NORTH 901 BROADWAY LIGHTING 1 2 CONTWL 120/24P 6,0r)O � �sstl - I = 40 2 1201240 NORTH SIDE BROADWAY LIGHTING 3 4 SURGE PRDTECTOR- 120/24r) 2 30 1 10 46 2 7201240 SOUTH 51 DE BROADWAY LIGHTING s 6 SU415L PROTECTOR -!M/240 40 2 120/24u 5M)IHSIDE BROADWAY t.GHTING 7 g WALNUTSTREErRRFB 110/240 40 3 120/240 CABINETLCCI 4 ib LCCUST5TREETRR1`6 120/240 1 26 40 2 7241240 CABINET LCCI 31 12 WALNUT ST. 5TRF-fTLISAT5 126/240 1 40 2 40 20 M 1 9201240 CATE NARY LIGHT RECF-PTACLES 13 14 WALHl1TST. STR£FTLIGHTS, 1201 240 S11 2 120/240 SPARE 1 S 16 UNITS 36 -AML & 46 -AMI- 120 / 240 30 2 120/ 240 SPARE 17 is UNITS 36 -AML 4 44•AML 126 / 244) Z 26 M 2 174 r 240 SPARE 19 20 1201 240 34 2 1201240 5PARE 21 22 120/246 120)240 23 24 126/241) 1201240 25 25 120 / 240 170 i.240 27 26 1201 240 7201240 29 la 120 / 246 3201240 31 32 1210/241) 1201240 3 3 94 120/240 120..240 35 36 1201240 1201240 !17 3.g 120/240 120) 240 39 40 1210/241) 1201240 41 42 120/240 Notes U All Elecvr. al Works Sliall 6e Done In Accordance With The Approved.Dt�wingObe National Elect-ical.Code App Current Lo"I Eie;tricity Lr)ws And Regulations, Qu_" tions Or E0miT im is at twt this fyrO Cw tw charlea_brsiwnftoQ. ky Fruit Form I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WIL hone MINNESOTA 56201 bb I� oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella cHECP E1.23 Pao ld�C�l rub iezn �& M E N K Email: .Ibarton-'en-menk.com CLI— ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowunals DETAILS 60" LEFT SIDE VIEW 0 MILBANK METER SOCKET U4801 -XL -5T9 4 14" b. FRONT VIEW STAINLESS STEEL HANDLE W13 POINT LATCH & PADLOCKING PROVISIONS ❑ 30„ ■ 24" AL Q 14" BASE LAYOUT NOT TO SCALE 1 R TYP- 2„ 3" TYP- SERVICE CABINET B RIGHT SIDE VIEW WINDOW FOR PHOTOCELL SST -PV -IES WITH 30-60 SSECOND DELAY LIFT OFF HINGES DIE CAST POWDER COATED BLACK INTERIOR COMPONENTS 122K 2 AAIC SERIES RATED f I�TERMINAPHOTOCELL Si1RGE LIGHTING °o°o.6 BLOCK (1) HAND OFF AUTO TEST SWITCH MOUNTED ON HINGED DEAD FRONT GFCI CONVENIENCE= 7I1� RECEPTACLE �I LFIII INTERIOR COMPONENTS T- J MOUNTED ON BACK PANEL jIg '0111 BEHIND HINGED DEAD a - FRONT z 30 SPACE MAIN BREAKER LOAD CENTER 20DAMP SERVICE DISCONNECT CIRCUIT BREAKER 1. 1 POLE 15 AMP CIRCUIT BREAKER(CONTROL) 1-2 POLE 30 AMP CIRCUIT BREAKER (TVSS) 2-2 POLE 30 AMP CIRCUIT BREAKERS (STREET LIGHTING) 2-2 POLE 70 AMP CIRCUIT BREAKERS (FR RECPS) 2.1 POLE 20 AMP CIRCUIT BREAKER (IRRIGATION CONTROLLER) 1-1 POLE 20 AMP CIRCUIT BREAKER (UNIT 22 -BML) 1.1 POLE 20 AMP CIRCUIT BREAKER (SPARE) 1-2 POLE 30 AMP CIRCUIT BREAKERS (SPARE) 1-4 POLE 30 AMP CONTACTORS (STREET LIGHTING) ALL CONTACTORS TO OPERATE BY PHOTOCELL CONTROL THE CIRCUIT TO UNIT 22 -BML IS NOT PHOTOCELL CONTROLLED BOX CONSTRUCTION: -NEMA3R 118E, SBE, TGB & WBE PHONE: 651-452-7335 Wisconsin DBE CERTIFIED FARC: 651-452-7336 -118" ALUMINUM 5052-H32www.povOInyspecialties.cvm -ANODIZED DURANODICS 313 BROWN Sp—ei ialfieS 7350 COURTHOUSE BLVD. -NEOPRENE GASKET ON DOORS INVER GROVE HGTS., MN 55077 -STAINLESS STEEL HARDWARE UNLESS SCALE: N-T•S- APPROVED BY: DRAWN BY: MMP 12` DATE: 6128/21 I REVISED DATE: 5131/2423 OTHERWISE NOTED) CUSTOMER: -ETL LISTED IN ACCORDANCE WI UL50$A CITY OF MONTiCELLO PROJECT: DRAWING NUMBER 0. DOWNTOWN ROADWAY AND PED THIS DRAWING IS THE PROPERTY OF POVOLNY SPECIALTIES, INC, PERMISSION TO USE GRANTED ONLY TO THE CONTRACTOR AND PROJECT NOTED ABOVE - I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'"`� SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T ST EsoTA. CITY ❑ F X O LTO N WILLMAR, MINNESOTA 56201 oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT 1q;qd� �+ Phone: (320) 231-3956 , N�orlticella CHECKEDE1.24 Pao ld�C�l rub iczn �& M E N K Email: .bol@bolton-menk.com MPJH/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i aIEnW1127a1S DETAILS Panel Schedule General information Breaker Details Phase Typa Voltage Type Panel IQ € 4ntriptiort Voltage (: Main Breaker 200 Amps '+ Single Phase (: 120 / 240 {— 120/208 ISERVICE CABINET R 1 Panel Location ALNUT/RJVER 120/240 i' Main Lugs Only C Three Phase C 277/4130 Fed From kCIEL PEDF.STAI. RE -CP FR1 (� Fed-thm Lugs 4 SURGF PROTFOOR Brkr Pole VAre PiPL VA {AWG} 920 Voatal D'escrlption Ckt Ckt € 4ntriptiort Voltage VA Pipe Size Wird Slxe PdIe Brkr (AWG) 74 2 12012-00 PEpESTAI- RECP FR1 1 2 CONTWI. 120/240 IM00 7i 1 is 70 2 1201140 PEDF.STAI. RE -CP FR1 3 4 SURGF PROTFOOR 120/240 2 30 74 2 1141140 PEDES fAL ReCP fR�- 5 rj SURGE PROTECTOR 120 f 240 1 30 70 2 120i140 P€)kSTALPECI,Fk2. 1 g IPRIGATION1�bN'I-ROLLERWAl.wk)r5TREET 120/240 1 20 30 2 1201240 NORTHRIVI=R SIRPFTSTRFEluC,HTS 9 1D IRRIGAI1(}NCONTRC70111WlESTRkIpGEPARK 120/240 1 20 30 2 1201140 NORTH RrvFR 5TREF7 STREET LJGHTS 11 12 SOUTH RIVER ST STREET I-1GHT5 1201240 2 30 20 1 1101140 UNIT 22-W L 13 14 SOUTH MVER ST STREET LIGHTS 1201240 2 30 24 1 110 i;240 5RARE 1 S 16 SPARE 1201240 2 30 12C114a 1{ 1s SPARS 120124D 2 36 1201140 1 y 20 1201241) 1281140 21 12 120/240 1201240 23 24 1210/241) 1201140 2S 26 120/240 1201240 27 28 120/240 1281240 29 30 110 f 240 1201240 31 32 120 / 24D 1101240 33 34 120/240 1201140 3S m 120/240 1261144 37 38 120/240 1101240 39 40 120 / 240 T.20/240 41 42 12D 124D Notes 11 All Elea -«I Works -Sha IJ Se Donk- In Accordance With The Approved Drawl rcls, The National EleCtT�C.RI Code Ard Current Local Ele,—tricity Laws +Ind Regukitian5 i,)L1asGxls or nan1mw11s ahmI Ir i4 I !,.II I:.I!I::...11�-1iL�s lxpwnftl� k -i Print Form I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WILLhone MINNESOTA 56201 bb � oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella cHECP E1.25 Pao ld�C�l rub iezn �& M E N K Email: .Ibarton-'en-menk.com CLI— ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowun6ls DETAILS 36" CABINET LCC9 LEFT SIDE VIEW FRONT VIEW RIGHT SIDE VIEW INTERIOR 26" 0 13-112" COMPONENTS 14 3 POINT LATCH W/ STAINLESS STEEL HANDLE & PADLOCKING PROVISIONS ■ y 12° 24" ■ CAPF ROC STAIN STE HINI 2" STAINLESS 24" STEELBASE FRAME 1$11 W/ BASE GASKET WI 1/2" oil GAP FOR DRAINAGE BOX CONSTRUCTION: (4} 718" DIAMETER HOLES FOR 12" BASE LAYOUT 10 NEMA3R MOUNTING NOT TO SCALE -14GA. STAINLESS STEEL 304 -NEOPRENE GASKETED DOORS 3A' TYP. 2„ -NON-CORRODING HARDWARE 314" TIP -ETI.. LISTED IN ACCORDANCE W/ UL508A I HEREBY CERTIFY THAT THIS PIAN, SPECIRWITION, OR REPORT WAS PREPARED BYV'R6Elp1 p�RbfT IY QNV STh�AjiV"lyW SOTAO ,,�_'t^: ... �'y.\r]�1 /�U,�y IUB Patri . yl r �+ y�J I /1 n ld�l1& 1 Qn, 9/2023 LOAD CENTER ACE MAIN LUG ILY LOAD CENTER TH COVER (13) 11P 1SAM P(RECEPTACLESj (2) 1 J 15 AMP (SPARE) 0 COPYRIGHT 2004-2405 POVOLNY SPECIALTIES. INC. �y 7350 COURTHOUSE BLVD. PHONE: 651-452-7335 1�f FAX: 651-452-7336 �r�►vwrwitwvaw INVER GROVEHGTS., MN 55077 SCALE: N.T.S. I APPROVED BY: I DRAWN BY: MMP CITY OF MONTICELLO DOWNTOWN ROADWAY AND PED DRAWING NUMBER POVS050304-MONTICEL X30 LTO N 2040 HIGHWAY I2 EAST CITY CJ F EH/B. WILLMAR, MINNESOTA 56201 rAw �c M E N K Phone: (320)231-3956 j'Oyti�7 DLIBHPBJ/EF Email: Will mar@bolton-menk.com j�11 it 1 1H/JN www.bolton-menk.com J Rol No MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ELECTRICAL DETAILS DETAILS SHEET E1.26 H Lu Lu H Ln Z 2 z J — LIGHITNG UNIT L I O POLE MOUNTED LUMINAIRE C) POLE MOUNTED RECEPTACLE i GROUND MOUNTED RECEPTACLE A RRFB GROUND MOUNTED ACCENT LIGHT OFOOD TRUCK RECEPTACLE SPLICE H Lu Lu H Ln RS23 RS21 MONUMENT INTERNALLY ILLUMINATED NEW CONDUCTOR EXISTING CONDUCTOR TO REMAIN POLE ID NUMBER SERVICE CAB ID POLE TYPE #- RS7 NOTES: 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG INCLUDING THE EGC. 5. THE CONDUCTORS FROM A SERVICE CABINET TO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM 7. EGC NOT SHOWN WE I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED oivnev SH EET BY OR UNDERN, Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T'99 sT EsoTA. CITY OF oRBH/BJ/EH/PA DOWNTOWN ROADWAY bbi O LTO N WILLMAR, MINNESOTA 56201 �1q M E N K Phone: (320) 231-3956nk.com cella HEP E1.27 Pa "'`°d' rU iOn Email:W .Ibolton-men-menk.com NTP ,NG, ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No alEowunals WIRING DIAGRAMS AcDbZombieEntit Ob'ectDBX Classes MATCHLINE "C" RS25 RS17 R519 RS24 RS16 RS20 RS18 HH2 HH4 18-A2 17-A1 16-A2 15-A1 r — � — — — 25-A2 m U-1 w SEE NOTE 9 Lu z w BROADWAY STREET _ z Q U Z Q HH3 HH1 10-A1 I I I I I I I 4-A1 3-A2 2-A1 1-A2 —� RS4 RS3 RS9 RS5 RS2 %RS1 RS4 WALNUT STREET RRFB RS10 LIGHITNG UNIT III L - O POLE MOUNTED LUMINAIRE NOTES: POLE MOUNTED RECEPTACLE 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING GROUND MOUNTED RECEPTACLE CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A LIGHTING UNIT RRFB OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. TO EXISTING ( ) GROUND MOUNTED ACCENT LIGHT 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG B W B W R BWR BWR B w B W R BWR R W LIGHT POLE POLE ID NUMBER INCLUDING THE EGC. 5. THE CONDUCTORS FROM A SERVICE CABINETTO AN RRFB CABINET SHALL BE SERVICE CAB ID O FOOD TRUCK RECEPTACLE #10 AWG INCLUDING THE EGC. POLE TYPE 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM SERVICE CABINET A MONUMENT INTERNALLY ILLUMINATED 7. EGC NOT SHOWN 8.ACIRCUITHASBEEN PROVIDED FORTHERECEPTACLES SERVING # " THE CATENARY LIGHTING SYSTEM. NO OTHER LOADS SHALL BE NEW CONDUCTOR CONNECTED TO THIS CIRCUIT. 9. THE CONDUCTORS FROM HH2 TO SERVICE CABINET "A" SHALL BE #4 AWG. EXISTING CONDUCTOR TO SPLICE THE EGC SHALL BE #6 AWG. REMAIN I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAs PREPARED BY OR UNDER Y RECis PER IBI ANDTHATI ADULYLICENSEO s Ec T sr EsorA. jy �y R A °p�y� c 4, b 2040 HIGHWAY 12 EAST BOLTON WILLMAR, MINNESOTA 56201 C I T S' ❑ F DEIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DR VtJ L V �7p I V I g Phone: (320) 231-3956 , ont�WRO BH/BJ/EH/PA DRA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Q E 1.20 ELECTRICAL DETAILS �c M E N K Email:W .Ibol@boltonk.com com qd� �+ Patel '"`°d' rub iOn / 9/2023 NTPJH/JK Rol No alEowur2als www.bolton-menk.com WIRING DIAGRAMS AcDbZombieEntit Ob'ectDBX Classes AcDbZombieEn biectDBX Classes) NOTES: 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG 46 -AML 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A SEE NOTE 45-A7 LIGHTING UNIT OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. 44-A7 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG INCLUDING THE EGC. 43-A7 5. THE CONDUCTORS FROM A SERVICE CABINET TO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED 42-A7 ON THE WIRING DIAGRAM RS29 7. EGC NOT SHOWN RS27 8. THE CONDUCTORS FROM UNIT 46 -AML AND UNIT 36 -AML TO 41-A7 RS28 SERVICE CABINET "A" SHALL BE #10 AWG 26-A1 27-A2 28-A1 29-A2 RS26 — 40-A7 — — — — HH9 l fi TO EXISTING LIGHTING fi EAST OF HWY 25 — — — — — — — — — — — — — — Ln m N W z J U W W F- Q cc � N W Z CL HH8 TO EXISTING LIGHTING _—------------ —------------ EAST OF HWY 25 38-A7 — LIGHITNG UNIT 11-A2 12-A1 13-A2 14-A1 37-A7 39-A7 RS12 RS13 O POLE MOUNTED LUMINAIRE RS15 (a POLE MOUNTED RECEPTACLE RS11 RS14 — — — — — — SEE NOTE 8 GROUND MOUNTED RECEPTACLE POLE ID NUMBER RRFB d SERVICE CAB ID 36 -AML �A l ) GROUND MOUNTED ACCENT LIGHT POLE TYPE OFOOD TRUCK RECEPTACLE SPLICE NEW CONDUCTOR MONUMENT INTERNALLY ILLUMINATED EXISTING CONDUCTOR TO REMAIN I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER ISI ANDTHATI ADULY LICENSED 5 EC I y+�f ST ESOTA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 CITY F Eslcx[D EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRBH/BJ/EH/PA c a V lJ L V �7�+ 1 V I .._ -` ' Phone: 320 231-3956 `' , Montl�ella ( D CHECKED JH/JK DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E 1.29 ELECTRICAL DETAILS Email: Willmar@bolton-menk.com M E N K www.bolton-menk.mm Patri �yd1gqg�d���++ tris ru ldf�lCbs i On NO / 9/zoz3 EOW1127815 WIRING DIAGRAMS biectDBX Classes) U Lu Z_ J u Q MATCHLINE "D" HH5 MONUMENT INTERNALLY ILLUMINATED FUTURE GROUND MOUNT RECEPTACLE HH7 LM GROUND MOUNTED RECEPTACLE �RRFB GROUND MOUNTED ACCENT LIGHT O FOOD TRUCK RECEPTACLE NEW CONDUCTOR REMAIN G CONDUCTOR TO SPLICE - - S ALL RECEPTACLE BRANCH CIRCUIT HEREBY CERTIFY THATTHIS PIAN, sPECIFICATION, OR gEPORT WAS PREPARED Ii1 OR11T11 Y RH111 PER 1 ANDTHATI ATWAI MAI s ec I T sr esorA. jy� �' bf ��9X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJL�1�lLV�7p C I CIRCUIT BREAKERS LOCATED IN THIS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET CABINET SHALL BE ONE POLE 15 AMP IVI � RS44 RS45 BWRWBWRWBWRWBWRWBW oii��Ro CHE�P ROADWAY&PEDESTRIANIMPROVEMENTPROJECTqd� E 1.30 ELECTRICAL DETAILS WIRING DIAGRAMS r. �& M E N K Email: .Ibolton- en-menk.com www.bolton-menk.com RS52 RS53 �+ ld�C�l rub iezn Pao / 9/2023 CLI— Rol No c�IE0W1127815 RS50 RS51 �L* RS54 RS55 RS56 RS48 RS49 RS46 RS47 31-A4R r 33-A5R 35-A NOTES: - - - 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG HH6 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A LIGHTING UNIT CABINETANDSERVING ONLY RECEPTACLES SHALL CINCLUDING THE EGC. 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG INCLUDING THE EGC. 5. THE CONDUCTORS FROM A SERVICE CABINETTO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM NOTES: 8. ALL POLES WITH AN (R) INDICATOR IN THE POLE ID CONTAIN A SECOND RECEPTACLE LOCATED AT 20 FT ABOVE GRADE FOR THE WALNUT STREET FINAL CONNECTION OF THE CATENARY LIGHTING ONLY 9. A CIRCUIT HAS BEEN PROVIDED FOR THE RECEPTACLES SERVING THE CATENARY LIGHTING SYSTEM. NO OTHER LOADS SHALL BE CONNECTED TO THIS CIRCUIT. 10 CONNECT EACH GROUND MOUNT RECEPTACLE CIRCUIT ON THIS SHEETTO A 1 POLE 15 AMP BREAKER PROVIDED IN CABINET LCC1 - - 7. EGC NOT SHOWN - - - ID 30-A4R 32-A4R 34-A4R 11S30 RS31 ❑ RS36 RS37 RS38 RS39 RS40 RS41 POLE ID NUMBER RS32 RS33 SERVICE CAB ID RS42 R543 D(11 F TVDF 0C3A 0C3c HH5 MONUMENT INTERNALLY ILLUMINATED FUTURE GROUND MOUNT RECEPTACLE LIGHTING UNIT O POLE MOUNTED LUMINIARE POLE MOUNTED RECEPTACLE GROUND MOUNTED RECEPTACLE �RRFB GROUND MOUNTED ACCENT LIGHT O FOOD TRUCK RECEPTACLE NEW CONDUCTOR REMAIN G CONDUCTOR TO SPLICE - - S HEREBY CERTIFY THATTHIS PIAN, sPECIFICATION, OR gEPORT WAS PREPARED Ii1 OR11T11 Y RH111 PER 1 ANDTHATI ATWAI MAI s ec I T sr esorA. jy� �' bf ��9X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJL�1�lLV�7p C I FSICN[R EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET oRBH/BJ/EH/PADOWNTOWN IVI � Phone: (320) 231-3956 oii��Ro CHE�P ROADWAY&PEDESTRIANIMPROVEMENTPROJECTqd� E 1.30 ELECTRICAL DETAILS WIRING DIAGRAMS r. �& M E N K Email: .Ibolton- en-menk.com www.bolton-menk.com �+ ld�C�l rub iezn Pao / 9/2023 CLI— Rol No c�IE0W1127815 MATCHLINE "E" — 10-B1 RS58 SERVICE CABINET B RW B W R B W RBWRRW HH12 H W Lu F_ V) Z J Q I I 11-132 12-B2 13-B2 14-B2 15-B1 16-62 IRRIGATION PEDESTAL EliSEE NOTE 8 Ln (V } RIVER STREET N Lu Z_ d I I HH11 HH10-------- SEE NOTE 9 1-132 2-132 3-131 4-132 5-132 6-132 SEE NOTE 10 RS57 22 -BML 7-B8 I NOTES: 8-B8 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS FR1 u SHALL BE #6 AWG — — 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING Lu Z CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A 9-B8 HH13 U LIGHTING UNIT OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. — — — Q 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS — — — — — — — — SHALL BE #12AWG INCLUDING THE EGC. LIGHITNG UNIT 17-62 18-B1 19-B1 20-B1 5. THE CONDUCTORS FROM A SERVICE CABINET TO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. O POLE MOUNTED LUMINAIRE RS59 FR2 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM CD POLE MOUNTED RECEPTACLE 7. EGC NOT SHOWN SEE NOTE 8 8. THE CONDUCTORS SERVING THE IRRIGATION CONTROLLER SHALL 0 GROUND MOUNTED RECEPTACLE BE #10 AWG, INCLUDING THE EGC, FOR THEIR ENTIRE LENGTH. 9. THE CONDUCTORS SERVING THE FOOD TRUCK RECEPTACLES SHALL A RRFB 0 IRRIGATION BE #4 AWG. THE EGC FOR FOOD TRUCK RECEPTACLES SHALL BE �( d PEDESTAL #6 AWG l ) GROUND MOUNTED ACCENT LIGHT POLE ID NUMBER z = 10. THE CONDUCTORS FROM UNIT 22 -BML TO SERVICE CABINET "B" SHALL BE #10 AWG. M \ SERVICE CAB ID O FOOD TRUCK RECEPTACLE H — — — — 3 POLE TYPE Q SPLICE 36-A6 37-A6 NEW CONDUCTOR # -EXISTING MONUMENT INTERNALLY ILLUMINATED CONDUCTOR TO — — — REMAIN I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER I51 ANDTHATI ADULY LICENSED s yEc°p�y� EsorA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 CITY O F ESIcx[D EH/BJ DREIIH DR- MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET V,V V L V gG I V I ' &I/ Phone: 320 231-3956 , N�ont�Wflo EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E 1.31 Patri �1ggd��+ /� �' rc ru. i^n Email: Willmar@bolton-menk.com www.bolton-menk.mm JH/JK EOW1127815 ELECTRICAL DETAILS 1. NO 9/zoz3 WIRING DIAGRAM Downtown Financing Items eliminated from 95% plans: *Bid as alternate Maple RFB Tree Guards Medians west of Locust Concrete on Walnut* Sidewalk on Broadway W Repurpose Pedestrian Lights Alternating Tree Lighting* Complete Later City Sep. Cost Funding Difference Water $ 355,256 $ 355,256 $ - Sewer 385,922 385,922 - County 2,805,727 3,114,357 (308,630) City 7,558,112 3,867,560 3,690,552 State 382,440 382,440 - Engineering 716,377 716,377 Total 12,203,834 8,105,535 4,098,299 Pointes Reallocation 500,000 (500,000) Additional Liquor $ 1,000,000 (1,000,000) Additional Capital Proj $ 2,549,899 (2,549,899) Escrow $ for Trees 48,400 (48,400) Total $ 12,203,834 $ 12,203,834 $ 0 Items eliminated from 95% plans: *Bid as alternate Maple RFB Tree Guards Medians west of Locust Concrete on Walnut* Sidewalk on Broadway W Repurpose Pedestrian Lights Alternating Tree Lighting* Complete Later City Sep. $ 57,200 Sign 50,000 Tables/Chairs 33,000 Swing 6,000 Trellis 8,000 Counters 24,000 178,200 s t ter..iz . -A" q' r • rte_ Y W ROgo� (� W k ST ~O F A � \ 0. RillCIOF - RST (G) cr f (. w� r Ono Ld "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� Pinewood. Elementary Infrastructure Recommendations LOCATION PROBLEM/ISSUE POTENTIAL SOLUTION/RECOMMENDATION ANTICIPATED OUTCOME LEAD PRIORITY A Elm St and W 3rd St Long pedestrian crossing distance; unpredictable driver Upgrade pedestrian ramps; consider pedestrian flashing beacon such as an Increase pedestrian visibility and Wright County High yielding behavior; curb ramps out of ADA compliance; RRFB; evaluate geometric changes to reduce crossing distance (so long as they accessibility; reduce pedestrian limited lighting. don't interfere with the bikeable shoulder) and increase pedestrian visibility such crossing distances; reduce traffic City of Monticello as a safety island. speeds. B Elm St Sidewalk gaps including sidewalk on west side only Fill sidewalk gap on east side of Elm St and/or extend existing sidewalk and Designated space for people Wright County High between Golf Course Rd and W Broadway St, and no provide additional enhanced pedestrian crossings. Coordinate with proposed walking and biking that is phys- sidewalk resent south of Golf Course Rd; wide roadway; p Y; off street path along Elm. Consider upgrading existing shoulders to buffered or P 9 Pg 9 g icall separated from vehicle Y p City of Monticello limited lighting. protected bike lanes. CSAH 39 (Elm St and Golf Course Rd) identified as coun- traffic; improved visibility ty-wide signed bikeway in Wright County Trail and Bikeway Plan. Improve lighting, especially at crossings. C W 6th St east of Elm St No consistent sidewalk connection along W 6th St. Fill sidewalk gaps on W 6th St between Elm St and Walnut St. Consider prioritizing Designate space for people walk- City of Monticello High sidewalk infill on north side of the street initially to provide continuous connection Ing that is physically separated along W 6th St. from vehicle traffic D W 4th St between Elm St and Sidewalk gap on north side of W 4th St between Elm St Fill sidewalk gaps along W 4th St. Consider prioritizing sidewalk infill on north side Designate space for people walk- City of Monticello High Minnesota St and Minnesota St. Opportunity for additional connectivity of the street between Elm St and Minnesota St. Explore feasibility of providing Ing that is physically separated and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. E Golf Course Rd between approxi- No sidewalk connection along Golf Course Rd connect- Install sidewalk and/or trail on one or both sides of the street, prioritizing north Designate space for people walk- Wright County High mately Fairway Dr and Elm St ing to single and multifamily housing; high traffic speeds side between Elm St and Kampa Cir. Ing that is physically separated and volumes. from vehicle traffic F W Broadway St High traffic speeds and volumes; no pedestrian connec- Fill sidewalk gap on north side of Broadway St between Chestnut St and Otter Increase pedestrian connectivity Wright County Med tion on north side of Broadway St west of Elm St; long Creek Rd; bring existing trail and ramps into ADA compliance; increase lighting and level of service pedestrian crossings. Opportunity to improve lighting, including pedestrian scale lighting; explore opportunities to reduce the width and/ City of Monticello ADA compliance, and pedestrian realm. or number of travel lanes and increase boulevard width. G W Broadway St and Elm St High traffic speeds and volumes; poor driver behavior Upgrade ramps and signal to bring into ADA compliance; minimize corner radii; Increase pedestrian visibility and Wright County Med and yielding compliance when pedestrians in crosswalk; consider adjusting pedestrian signal indication to display automatically instead of accessibility; reduce pedestrian long pedestrian crossing distances; large corner radii; by request; consider adjusting pedestrian signal indication to provide a Leading crossing distances; reduce vehi- curb ramps and pedestrian signal out of ADA compliance. Pedestrian Interval. cle turning speeds. H W 3rd St from Maple St to Walnut Sidewalk gap along south side of W 3rd St between Ma- Fill sidewalk gaps along W 3rd St. Consider prioritizing sidewalk infill on south Designate space for people walk- City of Monticello Med St ple St and Walnut St. Opportunity for additional connec- side of the street between Maple St and Walnut St. Explore feasibility of providing Ing that is physically separated tivity and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. I W Broadway St and Otter Creek High traffic speeds and volumes; existing beacon uses Upgrade existing pedestrian beacon with to RRFB or other higher visibility pedes- Increase pedestrian visibility; Wright County Med Rd slow flashing amber signal often overlooked by motorists; trian flashing beacon; minimize corner turning radii; consider replacing eastbound slower traffic speeds; reduce long pedestrian crossing; driver behavior and yielding bypass lane with dedicated left and through lanes and providing a pedestrian pedestrian crossing distance compliance. Opportunity for more highly visible pedestri- safety island at existing crosswalk; seek opportunities to reduce number and an signal. width of travel lanes to minimize dual threat risk to pedestrians and encourage slower traffic speeds. Consider staffing with adult crossing guards during school arrival and dismissal. J Western driveway / bus loop Long pedestrian crossing at schools western driveway; Reduce width and turning radius of school driveway and install high visibility Reduce pedestrian crossing Wright County Med entrance on W Broadway St large turning radius for vehicular traffic. crosswalk markings. distance; reduce vehicle turning Monticello School speeds. District K W Broadway St and Willow St High traffic speeds and volumes; no designated pedestri- Install enhanced pedestrian crossing including a pedestrian flashing beacon and/ Increase pedestrian visibility; Wright County Med an crossing at primary school access point. or geometric changes such as curb extensions or a safety island. Coordinate with slow traffic speeds; reduce sidewalk installation on W Broadway St as part of J. Consider prioritizing crossing pedestrian crossing distance; enhancements at either Willow St or Otter Creek Rd. Consider staffing with adult designate additional, more direct crossing guards. pedestrian crossing opportunity. INFRASTRUCTURE 29 City Council Agenda: 6/26/2023 4B. Consideration of accepting the 2022 Annual Comprehensive Financial Report Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 6/26/2023 ® Regular Agenda Item Reviewed by: Approved by: Finance Manager City Clerk ACTION REQUESTED Motion to accept the 2022 Annual Comprehensive Financial Report as audited by Abdo. REFERENCE AND BACKGROUND A transparent organization trusted with responsibly managing public dollars, the City of Monticello is statutorily required to have an independent third party conduct an annual audit of its financial statements. Under the current five-year contract, Abdo conducted the City's audit for a second year, and issued an audit opinion on June 20, 2023. All finance department personnel, along with staff from other departments, contributed to the audit process. Last year, Monticello's 2021 Annual Comprehensive Financial Report (ACFR) received the Government Finance Officers Association's (GFOA) Certificate of Achievement for Excellence in Financial Reporting. This was the thirteenth time the city received the award, and the seventh time staff prepared the report in-house. The 2022 ACFR was once again prepared with the intent of submission to the GFOA for grading and comment. Additionally, the ACFR format allows credit rating firms to compare the city's financial position with other cities. Such comparison could lead to a better bond rating. Bonnie Schwieger, Senior Manager at Abdo, will present a summary of the highlights of the City's 2022 audit, which received an unmodified ("clean") audit opinion, and which does not include any findings related to internal controls over financial reporting or compliance with Minnesota state statutes. The 2019 through 2021 ACFRs were also clear of any findings. Information presented at the council meeting will be available online at the city's website under Your Government > Departments > Finance > Finance Documents. Budget Impact: None. II. Staff Impact: While the preparation of financial statements and the audit of the financial statements is a significant time commitment, approval of the report has no direct staff impact. III. Comprehensive Plan Impact: N/A City Council Agenda: 6/26/2023 STAFF RECOMMENDED ACTION City staff recommends accepting the 2022 Annual Comprehensive Financial Report as audited by Abdo. The City's ACFR must be submitted to the Office of the State Auditor (OSA) by June 30 each year. SUPPORTING DATA A. 2022 Annual Comprehensive Financial Report B. 2022 Other Required Reports C. Executive Governance Summary ��,`-Is ..,`,t 'r'-. 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' �, . , ♦. • * - .:mow a a •` " - �}t.. try"1 �," r'. r♦ fi.N,`eJ1IZ``,j� • ` City of Monticello Wright County, Minnesota Annual Comprehensive Financial Report FOR THE YEAR ENDED DECEMBER 31, 2022 Prepared by THE FINANCE DEPARTMENT Sarah Rathlisberger, Finance Director • Liz Lindrud, Senior Accountant Julie Cheney, Finance Assistant • Cheri Butler, Payroll Clerk Debbie Gulbrandson, Finance Clerk • Pat Kovich, Utility Billing Specialist CITY OFMONTICELLO Financial Statements Table of Contents December 31, 2021 INTRODUCTORY SECTION Page Letter of Transmittal 1 GFOA Certificate of Achievement for Excellence in Financial Reporting 4 Organization Chart 5 Directory of Officials 6 FINANCIAL SECTION Independent Auditor's Report 8 Management's Discussion and Analysis 13 Basic Financial Statements Government -wide Financial Statements Statement of Net Position 22 Statement of Activities 23 Fund Financial Statements Balance Sheet - Governmental Funds 25 Reconciliation of the Governmental Funds Balance Sheet to the Statement of Net Position 26 Statement of Revenues, Expenditures and Changes in Fund Balance - Governmental Funds 27 Reconciliation of the Statement of Revenues, Expenditures and Changes in Fund Balances of Governmental Funds to the Statement of Activities 28 Statement of Net Position - Proprietary Funds 29 Statement of Revenues, Expenses and Changes in Net Position - Proprietary Funds 31 Statement of Cash Flows - Proprietary Funds 33 Notes to the Financial Statements 35 Required Supplementary Information Schedule of Employer's Share and Non -Employer Proportionate Share of Net Pension Liability - Public Employees Retirement Association 65 Schedule of Employer's Pension Contibutions - Public Employees Retirement Association 65 Schedule of Changes in the Fire Relief Association's Net Pension Liability (Asset) and Related Ratios 66 Schedule of Employer's Pension Contributions - Monticello Fire Department Relief Association 66 Schedule of Changes in the City's Total OPEB Liability and Related Ratios 67 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - General Fund 68 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Community Center Fund 69 Notes to the Required Supplementry Information 70 Combining and Individual Fund Financial Statements and Schedules Nonmajor Governmental Funds Combining Balance Sheet 76 Combining Statement of Revenues, Expenditures and Changes in Fund Balance 77 Internal Service Funds Combining Statement of Net Position 80 Combining Statement of Revenues, Expenses and Changes in Net Position 81 Combining Statement of Cash Flows 82 Other Supplementry Schedules Schedule of Revenues (Sources) and Expenditures (Uses) - General Fund 84 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Small Cities 86 Development Program Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Cemetery Fund 87 Schedule of Assets, Liabilities, Deferred Inflows of Resources and Fund Balances - Debt Service Activities 88 Schedule of Revenues, Expenditures and Other Financing Sources (Uses) - Debt Service Activities 89 Balance Sheet/Statement of Net Position - Discretely Presented Component Unit - Economic Development Authority 91 Schedule of Revenues, Expenditures and Other Financing Uses - Discretely Presented Component Unit - Economic Development Authority 93 (continued) I Financial Statements Table of Contents December 31, 2021 (continued) STATISTICAL SECTION Financial trends Net Position by Component - Last Ten Fiscal Years Changes in Net Position - Last Ten Fiscal years General Governmental Tax Revenues by Source - Last Ten Fiscal Years Fund Balances of Governmental Funds - Last Ten Fiscal Years Changes in Fund Balances of Governmental Funds - Last Ten Fiscal Years Governmental Funds Tax Revenues by Source - Last Ten Fiscal Years Revenue capacity Tax Capacity Value and Estimated Market Value of Taxable Property - Last Ten Fiscal Years Property Tax Rates - All Direct and Overlapping Governments - Last Ten Fiscal Years Property Tax Levies and Collections - Last Ten Fiscal Years Principal Property Taxpayers - Current Year and Nine Years Ago New Construction and Bank Deposits - Last Ten Fiscal Years Water Sold by Customer Type - Last Ten Fiscal Years Water and Sewage Utility Rates - Last Ten Fiscal Years Debt capacity Ratios of Outstanding Debt by Type - Last Ten Fiscal Years Ratios of Net General Obligation Bonded Debt Outstanding - Last Ten Fiscal Years Legal Debt Margin Information - Last Ten Fiscal Years Computation of Direct and Overlapping Debt - As of December 31, 2020 Schedule of General Obligation Revenue Bond Coverage - Last Ten Fiscal Years Economic and demographic information Demographic and Economic Statistics - Last Ten Fiscal Years Principal Employers - Current Year and Nine Years Ago Operating information City Government Employees by Function/Program - Last Ten Fiscal Years Operating Indicators by Function - Last Ten Fiscal Years Capital Assets Statistics by Function - Last Ten Fiscal Years Schedule of Cash Flows Adjusted for Additional City Funding of Fiber Optics Fund -Last CITY OFMONTICELLO 95 96 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 119 Seven Fiscal Years 120 u _ r u J 1 - 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Y ..�, Y,,,�, ji � .. %j' ��% . ' :'�`X✓� t �r.Ci�J� '�r v J '� - r i . J t � �J'S .vr'1 if .,'� ♦ � i. �r�.r -C/ 1 _ y r� rt r-.. , - �._. aj r r rY i ,S •x i�3 �` I ♦ f I`�� �i * �� • f• � � s7�=�.YV 1 �sf• �+lr r ';ic�,•; a �r �L�'. OI1 1C� U C I I Y 01 A50ontilk"I-VAICL. o June 20, 2023 To the Honorable Mayor, Members of the City Council, and the Residents of the City of Monticello: The city is pleased to present the Annual Comprehensive Financial Report (ACFR) of the City of Monticello, Minnesota (the city) for the fiscal year ended December 31, 2022. Responsibility for both the accuracy of the data and the completeness and fairness of the presentation, including all disclosures, rests with the city. To the best of our knowledge and belief, the enclosed data is accurate, in all material respects, and is reported in a manner designed to present fairly the financial position and results of operations of the various funds of the city. All disclosures necessary to enable the reader to gain an understanding of the city's financial activities have been included. The city's ACFR has been audited by Abdo, a firm of licensed certified public accountants. The goal of the independent audit is to provide reasonable assurance that the financial statements of the city for the fiscal year ended December 31, 2022, are free of material misstatements. The independent audit involved examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements, assessing the accounting principles used and significant estimates made by management, and evaluating the overall financial statement presentation. The independent auditor concluded, based upon the audit, that there was a reasonable basis for rendering an unmodified opinion that the city's financial statements for the fiscal year ended December 31, 2022 are fairly presented in conformity with accounting principles generally accepted in the United States of America. The independent auditor's report is presented as the first component of the financial section of this report. The preparation of this ACFR is a requirement of state law. Also, the ACFR is required by bond rating agencies before they will rate the city's bonds. The report can be used by the city council and residents of the city to gain a better understanding of the financial condition of the city. Accounting principles generally accepted in the United States of America require that management provide a narrative introduction, overview, and analysis to accompany the basic financial statements in the form of Management's Discussion and Analysis (MD&A). This letter of transmittal is designed to complement the MD&A and should be read in conjunction with it. The city's MD&A can be found immediately following the independent auditor's report. PROFILE OF THE CITY The city is situated in a prime location on Interstate 94 between the cities of Minneapolis/St. Paul and St. Cloud. The city has experienced remarkable growth within the last 10 years in the residential, commercial, office, and retail sectors. The city is a freestanding urban fringe community encompassing approximately 6,000 acres and a population of 14,619. The city is home to one of Minnesota's two nuclear power plants, both owned by Xcel Energy, Inc. (NYSE: XEL). With a small carbon footprint, the Xcel plant is also the city's largest property taxpayer and the second largest employer. Additionally, Monticello's business friendly environment provides a home for Cargill Kitchen Solutions. The privately -owned, agri-giant is the city's largest customer of water and sewer utility services. The city was founded by second -generation Americans who migrated west in the mid -1800s. Early settlers found the gently sloping banks and shallow levels of the Mississippi River made a logical place for a river crossing. Incorporated in 1856, the city grew quickly during the early settlement years and then levelled off to a population of about 1,300. It was this original settlement that became the core city and survives today as downtown Monticello. The city is categorized as a 501(a) entity by IRS Code and operates under the "Optional Plan A" form of government as defined in Minnesota Statutes. Under this plan, the government of the city is directed by a city council composed of an elected mayor and four elected city council members. The city council exercises legislative authority and determines all matters of policy. The city council appoints personnel responsible for the proper administration of all affairs relating to the city. Council members serve four-year terms, with two members elected every two years. The mayor is elected for a two-year term. The mayor and members of the city council are elected at large. The city provides a full range of services: the construction and maintenance of streets and other infrastructure; snow removal; park and cemetery maintenance; recreational and cultural activities; water, sewer, stormwater, and residential garbage and recycling systems; community development, building inspection, planning, police, fire, liquor store, and deputy registrar operations; a city -run fiber optic system and community center; and general government operations, including administration, finance/accounting, human resources, information systems, and general government buildings. The city council is required to adopt a final budget by late December for the subsequent year. The budget is prepared by fund, function (e.g. public works), and department (e.g. streets and alleys). Transfers of appropriations between funds require the approval of the city council. The legal level of budgetary control is the department level in the General Fund and fund level in all other funds. Budget amendments require city council approval. FINANCIAL PLANNING AND THE LOCAL ECONOMY The city is in line for continued growth. The location on Interstate 94 is a catalyst for interest from developers to build in the city. Several residential neighborhoods and multi -family dwellings are under construction with more on the horizon. The nuclear power plant provides the city with a relatively stable tax and employment base, although year-to-year valuations of the nuclear plant can cause tax shifts between property tax types. During the economic downturn, the city lost very few of its local businesses, although some reduced their workforce and scaled back operations. New commercial development came to a virtual standstill, however, interest in the commercial sector to expand or relocate to Monticello is increasing. The economy and housing market have also affected city revenues for building permits. The city issued 659 building permits in 2013 with a total valuation of $15,821,223. In 2022, the city issued 909 permits with a total valuation of $41,989,848, nearing the activity in the early 2000s. Due to the nuclear plant and local development, the city does not rely on the state as a major funding source (LGA), so the city's finances are relatively insulated from the state's budget impacts. In addition, the city has budgeted conservatively over the years, resulting in very modest growth in the property tax levy. To assist external stakeholders, the city is continuously exploring various ways to better represent its financial position. Other initiatives include implementing a proposed future local option sales tax, obtaining increased amounts of state and federal funding, evaluating expenses shared across departments for proper allocation, and aggregating similar costs for distribution as single amounts to each budget unit. Further, staff continue to refine the chart of accounts with the goal of providing better information to decision makers. MAJOR INITIATIVES The city has several major ongoing initiatives in 2022. The first ongoing initiative is the revitalization of its historic downtown. The downtown is the oldest part of the city, and many buildings need maintenance or demolition. In addition, the amount of traffic on State Highway 25 and County Road 75 makes it difficult for both vehicle and pedestrian traffic to move from one area of the downtown to another. The city's goal is to make the downtown area a vibrant shopping and resident destination once again, which is driven by the Embracing Downtown Monticello initiative and 2017 Downtown Small Area Plan. Several properties were acquired by the Monticello Economic Development Authority (EDA), which were platted and sold to a developer in 2022. The challenge moving forward will be the implementation of the plan and creating additional development opportunities within the downtown area for new and existing businesses. The city's Monti:2040 Comprehensive Plan, completed in 2020, includes downtown revitalization as a priority focus through 2040. The Downtown Pedestrian and Roadway Improvements project is budgeted for 2023. The second major focus of the City Council is the construction of a new Public Works Facility, as the current location was built in the 1970s and would need significant maintenance to continue supporting operations. Land was purchased in 2021 for the new site, and an architect was hired in 2022. Design will continue in 2023 with construction expected in 2024 and 2025. Third, the City Council identified the Pointes at Cedar development area, a 100 -acre site in the middle of the city, as a prime area for growth, which will aid in lessening the impacts of a future Xcel plant decommissioning. While Xcel's preferred scenario is to extend the licensure of the Monticello plant past its 2 current expiration in 2030, re-licensure is an extensive process, and the city realizes that planning for the future needs to happen today. The fourth ongoing initiative is the joint operation with Wright County of Bertram Chain of Lakes properties. The 1,258-acre site includes four pristine lakes and woodlands, which, when developed, will become a regional park. Wright County and the city obtained matching grants from the state to purchase much of the acreage in the park. Construction of phase 1 of park improvements was completed in 2021. Safety improvements to accessibility is budgeted for 2023. INTERNAL CONTROL The management of the city is responsible for establishing and maintaining a system of internal controls designed to ensure that the assets of the city are protected from loss, theft, or misuse and that adequate and accurate accounting data is compiled to allow for the preparation of financial statements in conformity with accounting principles generally accepted in the United States of America. The city's internal controls are designed to provide reasonable, but not absolute assurance that these objectives are met. The concept of reasonable assurance recognizes that: 1) the cost of a control should not exceed the benefits likely to be derived, and 2) the valuation of cost and benefit requires estimates and judgments by management. The city's internal controls are subject to periodic evaluation by management and the finance department staff of the city. Management assumes full responsibility for the completeness and reliability of the information contained in this report, based upon a comprehensive framework of internal control that it has established for this purpose. BUDGETING CONTROLS The city maintains budgetary controls to assure compliance with legal provisions embodied in the annual appropriated budget approved by the city council. The activities of the General Fund are included in the annual appropriated budget. The level of budgetary control (that is, the level at which expenditures cannot legally exceed the appropriated amount) is established by department within the General Fund. The city council also adopts a ten-year Capital Improvement Plan as a financial planning document for major purchases. As demonstrated by the statements and schedules included in the financial section of this report, the city continues to meet its responsibility for sound financial management. ACKNOWLEDGEMENTS The Government Finance Officers Association of the United States and Canada (GFOA) awarded a Certificate of Achievement for Excellence in Financial Reporting to the city for its ACFR for the fiscal year ended December 31, 2021. This was the twelfth year that the city has achieved this prestigious award. To be awarded a Certificate of Achievement, the city had to publish an easily readable and efficiently organized ACFR. This report must satisfy both accounting principles generally accepted in the United States of America and applicable legal requirements. A Certificate of Achievement is valid for a period of one year only. The city believes our current ACFR continues to meet the Certificate of Achievement Program's requirements, and the city is submitting it to the GFOA to determine its eligibility for the award. The 2022 ACFR meets the highest professional standards and was prepared in a timely and cost-effective manner. The preparation of this report would not have been possible without the efficient and dedicated service of the entire staff of the finance department, other city department heads, and through the helpful guidance and assistance from our auditing firm, MMKR. City management expresses our appreciation to all parties who assisted and contributed to the preparation of this report. Credit also must be given to the mayor and city council for their unfailing support for maintaining the highest standards of professionalism in the management of the city's finances. Respectfully submitted, SalOL lccl� Sarah Rathlisberger Finance Director The Government Finance Officers Association of the United States and Canada (GFOA) awarded a Certificate for Excellence in Financial Reporting to the City of Monticello, Minnesota for its Annual Comprehensive Financial Report for the fiscal year ended December 31, 2021. The Certificate of Achievement is a prestigious national award recognizing conformance with the highest standards for preparation of state and local government reports. To be awarded a Certificate of Achievement, a governmental unit must publish an easily readable and efficiently organized Annual Comprehensive Financial Report, whose contents conform to program standards. Such reports must satisfy both generally accepted accounting principles and applicable legal requirements. A Certificate of Achievement is valid for a period of one year only. We believe our current report continues to conform to Certificate of Achievement program requirements, and we are submitting it to the GFOA. Government Finance Officers Association Certificate of Achievement for Excellence in Financial Reporting Presented to City of Monticello Minnesota For its Annual Comprehensive Financial Report For the Fiscal Year Ended December 31, 2021 Executive Director 4 777", City Counci 7-:7 Position MAYOR & CITY COUNCIL Term Expires Name Mayor...................................................................................... Lloyd Hilgart 12/31/2024 Council ....................................................................................... Lee Martie 12/31/2024 Council .................................................................................... Sam Murdoff 12/31/2024 Council .............................................................................. Charlotte Gabler 12/31/2026 Council ....................................................................................... Tracy Hinz 12/31/2026 CITY STAFF City Administrator........................................................................................ Rachel Leonard Public Works Director/City Engineer............................................................... Matt Leonard Finance Director....................................................................................Sarah Rathlisberger Community Development Director.......................................................... Angela Schumann Parks, Arts & Recreation Director..................................................................... Tom Pawelk City Clerk................................................................................ .... Jennifer Schreiber FinanceManager................................................................................................ Liz Lindrud Human Resource Manager............................................................................... Tracy Ergen Communications & Marketing Specialist.......................................................... Haley Foster Street Superintendent......................................................................................Mike Haaland Parks Superintendent....................................................:............................Josh Berthiaume Utilities Superintendent......................................................................................... Mat Stang Facilities Maintenance Manager...................................................................... Jerry Hanson Deputy Registrar Manager......................................................................... Carolyn Granger Liquor Store Manager................................................................................. Randall Johnsen Economic Development Manager.......................................................................Jim Thares Chief Building Official............................................................................ Ron Hackenmueller FireChief..........................................................................................................Mike Mossey PROFESSIONAL SERVICES Law Enforcement................................................................... Wright County Sheriff's Office City Attorney................................................................................... Campbell Knutson, P.A. City Planning Consultant ................................................Northwest Associated Consultants Financial Advisor........................................................................... Northland Securities, Inc Fibernet Management Services.................................................................................. Arvig 9 FINANCIAL SECTION 1. 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AFI#A'&Rfk INDEPENDENT AUDITOR'S REPORT Honorable Mayor and City Council City of Monticello, Minnesota Opinions AbdoSolutions.com We have audited the accompanying financial statements of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), as of and for the year ended December 31, 2022, and the related notes to the financial statements, which collectively comprise the City's basic financial statements as listed in the table of contents. In our opinion, the financial statements referred to above present fairly, in all material respects, the respective financial position of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City as of December 31, 2022, and the respective changes in financial position and, where applicable, cash flows thereof for the year then ended in accordance with accounting principles generally accepted in the United States of America. Basis for Opinions We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States. Our responsibilities under those standards are further described in the Auditor's Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent of the City to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions. Responsibilities of Management for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the City's ability to continue as a going concern for twelve months beyond the financial statement date, including any currently known information that may raise substantial doubt shortly thereafter. Auditor's Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditor's report that includes our opinions. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with generally accepted auditing standards and Government Auditing Standards will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatements are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements. Lighting the path forward 8 In performing an audit in accordance with generally accepted auditing standards and Government Auditing Standards, we: • Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements. • Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, no such opinion is expressed. • Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements. • Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the City's ability to continue as a going concern for a reasonable period of time. We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal control -related matters that we identified during the audit. Change in Accounting Principle As described in Note 7 to the financial statements, the City adopted the provisions of Governmental Accounting Standard Board (GASB) Statement No. 87, Leases, for the year ended December 31, 2022. Adoption of the provisions of these statements results in significant change to the classifications of the components of the financial statements. Our opinion is not modified with respect to this matter. Required Supplementary Information Accounting principles generally accepted in the United States of America require that the Management's Discussion and Analysis starting on page 13 and the required supplementary information (RSI), as listed in the table of contents, starting on page 65 be presented to supplement the basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the RSI in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. Supplementary Information Our audit was conducted for the purpose of forming opinions on the financial statements that collectively comprise the City's basic financial statements. The combining and individual fund financial statements and schedules are presented for purposes of additional analysis and are not a required part of the basic financial statements. Such information is the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the basic financial statements. The information has been subjected to the auditing procedures applied in the audit of the basic financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the basic financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, combining and individual fund financial statements and schedules are fairly stated, in all material respects, in relation to the basic financial statements as a whole. Abdo Solutions.com Other Information Management is responsible for the other information included in the annual report. The other information comprises the introductory and statistical sections but does not include the basic financial statements and our auditor's report thereon. Our opinions on the basic financial statements do not cover the other information, and we do not express an opinion or any form of assurance thereon. In connection with our audit of the basic financial statements, our responsibility is to read the other information and consider whether a material inconsistency exists between the other information and the basic financial statements, or the other information otherwise appears to be materially misstated. If, based on the work performed, we conclude that an uncorrected material misstatement of the other information exists, we are required to describe it in our report. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have also issued our report dated June 20, 2023, on our consideration of the City's internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and other matters. The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City's internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control over financial reporting and compliance. lb -00 Abdo Minneapolis, Minnesota June 20, 2023 AbdoSolutionsxom 10 � Monticello (This page left blank intentionally) 11 'A01A[!'12LTA I2O1Y.711WIN 11►11[• Ji J+r tiF' `'a s .s ;p�r� -..- �[a.^l•1�reL f. ww ��, ^tom . f •, �. `� �.,r:.ty�' s. tia•!"r � •.c tilt' - J. :-.. +10 r' -� • . � + vi Jt' fl •.1�c �j ���.'� �'"• � ��" ���' ��F' ,' �6., • r• „r�A� f �•M'A �+urct„�r,.r�, _ _ _ � �._ ” f ; „_. ,PST' a<' Map- 4c .. '" ` `' `'.� Y�v...,1�:'�.:=•w`; f:: .� :': i '`.1: '�* fir-.-, t � ~ - , tit ' � i ~��' �'►:-i: RAZ �'sr�":�Z a• b-4 j - _ .. - �. ' ELL .rte t lxy /-i,.r f. •. t ,f .J IF . ,, pt', 9i'Y' .iS� �__y . y'ti.. ,. � J � � + 1 • , Y `y\� � ! 1' i`( �� , - � 1 C'ITV COIF _ 1 � a Management's Discussion and Analysis As management of the City of Monticello, Minnesota (the city), we offer readers of the city's financial statements this narrative overview and analysis of the financial activities of the city for the fiscal year ended December 31, 2022. We encourage readers to consider the information presented here in conjunction with additional information that we have furnished in our letter of transmittal, which can be found starting on page 1 of this report. Financial Highlights • The assets and deferred outflows of resources of the city exceeded its liabilities and deferred inflows of resources at year-end by $142,581,457 (net position). Of this amount, $47,609,546 (unrestricted net position) may be used to meet the city's ongoing obligations to citizens and creditors. • As of the close of the current fiscal year, the city's governmental funds reported combined ending fund balances of $22,917,518, a decrease of $369,458, or 1.6%. Nonspendable, restricted, and assigned uses of fund balance totaled $15,988,252, leaving an unassigned fund balance of $6,929,266 which is $447,330, or 6.9%, higher than the 2021 ending unassigned balance. • At the end of the current fiscal year, unassigned fund balance for the General Fund was $6,929,266, or 65.7%, of total General Fund expenditures for 2022. It is the city's policy to have an ending General Fund balance at 60-75% of the following year's expenditure budget, which provides a reserve for cash flow during the first six months of each subsequent year until property tax receipts are distributed by the county to the local levels of government. Additionally, this reserve threshold provides temporary financing for unforeseen emergencies. • In 2022, government -wide capital assets decreased by $2,016,599. Governmental activities included the 2022 street project and the completion of the new restroom at Ellison Park. Parks, public works, fire, and the building department purchased new vehicles and equipment. Other new additions were the installation of security cameras and the library roof replacement. • The city's total long-term bonded indebtedness decreased by $2,681,000, or 11.0%, in 2022. Principal payments of $2,681,000 were paid in 2022. They city did not issue any new bonds in 2022. Overview of the Basic Financial Statements The discussion and analysis are intended to serve as an introduction to the city's basic financial statements. The city's basic financial statements are comprised of three components: 1) government -wide financial statements, 2) fund financial statements, and 3) notes to the financial statements. This report also contains other supplementary information in addition to the basic financial statements themselves. COMPONENTS OF THE ANNUAL COMPREHENSIVE FINANCIAL REPORT Management's Basic Required Discussion and Financial Supplementary Analysis Statements Information Government -Wide Fund Notes to the Financial Financial Financial Statements Statements Statements �- 13 Government -Wide Financial Statements — The government -wide financial statements are designed to provide readers with a broad overview of the city's finances, in a manner like private sector businesses. The Statement of Net Position presents information on all the city's assets and deferred outflows of resources, and liabilities and deferred inflows of resources, with the difference reported as net position. Over time, increases or decreases in net position may serve as a useful indicator of whether the financial position of the city is improving or deteriorating. The Statement of Activities presents information showing how the city's net position changed during the most recent fiscal year. All changes in net position are reported as soon as the underlying event giving rise to the change occurs, regardless of the timing of related cash flows. Thus, revenues and expenses are reported in this statement for some items that will only result in cash flows in future fiscal periods (delinquent taxes and special assessments, for example). Both government -wide financial statements distinguish functions of the city that are principally supported by taxes and intergovernmental revenue (governmental activities) from other functions that are intended to recover all or a significant portion of their costs through user fees and charges (business -type activities). The governmental activities provided by the city include general government, public safety, public works, sanitation, recreation and culture, economic development and interest and fiscal charges. Business -type activities include the water, sewer, stormwater, liquor, fiber optics, and deputy registrar enterprises. The government -wide financial statements include not only the city itself (known as the primary government), but also the Economic Development Authority (EDA). The EDA is a legally separate entity which provides redevelopment and other economic development assistance through the administration of various programs. Financial information for this component unit is discretely presented in the government -wide financial statements. The government - wide financial statements can be found starting on page 22 of this report. Fund Financial Statements —A fund is a grouping of related accounts that is used to maintain control over resources that have been segregated for specific activities or objectives. The city, like other state and local governments, uses fund accounting to ensure and demonstrate compliance with finance -related legal requirements. These statements focus on individual parts of the city government, reporting the city's operations in more detail than the government - wide statements. All the city's funds can be divided into two categories: governmental funds and proprietary funds. Governmental Funds — Governmental funds are used to account for essentially the same functions reported as governmental activities in the government -wide financial statements. However, unlike the government -wide financial statements, governmental fund financial statements focus on near-term inflows and outflows of spendable resources, as well as the balances of spendable resources available at the end of the fiscal year. Such information may be useful in evaluating a government's near-term financing requirements. Because the focus of governmental funds is narrower than that of the government -wide financial statements, it is useful to compare the information presented for governmental funds with similar information presented for governmental activities in the government -wide financial statements. By doing so, readers may better understand the long-term impact of the government's near-term financing decisions. Both the governmental funds Balance Sheet and Statement of Revenue, Expenditures and Changes in Fund Balances provide a reconciliation to facilitate the comparison between governmental funds and governmental activities. The city maintains several individual governmental funds. Information is presented separately in the governmental funds Balance Sheet and in the governmental funds Statement of Revenue, Expenditures and Changes in Fund Balance for the General Fund, Community Center (special revenue) Fund, Debt Service Fund, and Capital Projects Fund, all of which are major funds. Data from the remaining governmental funds are combined into a single, aggregated presentation. Individual fund data for each of these nonmajor governmental funds is provided in the form of combining statements or schedules elsewhere in this report. The city adopts an annual budget for its General Fund and special revenue funds. A budgetary comparison schedule has been provided within the required supplementary information for the General Fund and Community Center Fund to demonstrate compliance with the adopted budgets. The governmental fund financial statements can be found starting on page 24 of this report. Proprietary Funds — The city maintains two distinct types of proprietary funds. Enterprise funds are used to report the same functions presented as business -type activities in the government -wide financial statements. The city maintains six enterprise funds which are used to account for its water, sewer, and stormwater services, municipal liquor store sales, fiber optics network, and deputy registrar. Internal service funds are an accounting device used to accumulate and allocate costs internally among the city's various functions. The city uses internal service funds to account for benefit accruals, central equipment acquisitions, information technology (IT) services, and facilities maintenance. Because these internal service fund activities predominantly benefit governmental rather than business -type functions, they have been included within governmental activities in the government -wide financial statements. 14 Proprietary funds provide the same type of information as the government -wide financial statements, only in more detail. The proprietary fund financial statements provide separate information for each of the enterprise operations. The internal service funds are combined into a single, aggregated presentation in the proprietary fund financial statements. Individual fund data for the internal service funds is provided in the form of combining statements elsewhere in this report. The proprietary fund financial statements can be found starting on page 29 of this report. Notes to Basic Financial Statements — The notes to basic financial statements provide additional information that is essential to obtaining a full understanding of the data provided in the government -wide and fund financial statements. The notes to the basic financial statements can be found starting on page 35 of this report. Required Supplementary Information. In addition to the basic financial statements and accompanying notes, this report also presents certain required supplementary information concerning the City of Monticello's share of net pension liabilities (assets) for defined benefit plans, schedules of contributions, and progress in funding its obligation to provide pension and other postemployment benefits to its employees. Required supplementary information can be found starting on page 65 of this report. Other Information —Combining and individual fund financial statements and schedules for nonmajor governmental funds, internal service funds, and other supplementary schedules are presented immediately following the required supplemental information. Combining and individual fund statements and schedules can be found starting on page 76. GOVERNMENT -WIDE FINANCIAL ANALYSIS NET POSITION Governmental Activities Business -Type Activities 2022 2021 2022 2021 Total 2022 2021 Current and other assets $ 32,226,452 $ 32,081,346 $ 27,571,905 $ 23,156,505 $ 59,798,357 $ 55,237,851 Capital assets 71,967,819 72,687,931 41,944,998 43,241,485 113,912,817 115,929,416 Total assets 104,194,271 104,769,277 69,516,903 66,397,990 173,711,174 171,167,267 Deferred outflows of resources 1,415,999 1,397,817 504,058 465,507 1,920,057 1,863,324 Long-term liabilities 22,682,238 23,513,828 4,549,652 3,922,878 27,231,890 27,436,706 Other liabilities 2,388,747 1,853,526 1,010,987 595,714 3,399,734 2,449,240 Total liabilities 25,070,985 25,367,354 5,560,639 4,518,592 30,631,624 29,885,946 Deferred inflows of resources 1,730,675 3,309,992 687,475 626,214 2,418,150 3,936,206 Net position Net investment in capital assets 52,824,487 52,035,838 38,793,527 40,089,758 91,618,014 92,125,596 Restricted 3,353,897 4,010,180 - - 3,353,897 4,010,180 Unrestricted 22,630,226 21,443,730 24,979,320 21,628,933 47,609,546 43,072,663 Total net position $ 78,808,610 $ 77,489,748 $ 63,772,847 $ 61,718,691 $ 142,581,457 $ 139,208,439 By the far the largest portion of the city's net position (64.3%) reflects investment in capital assets (e.g., land, buildings, structures, systems, machinery, equipment, infrastructure, and intangible assets), net of any related debt used to acquire those assets that is still outstanding. The city uses assets to provide services to citizens; consequently, these assets are not available for future spending. Although the city's investment in capital assets is reported net of related debt, it should be noted that resources needed to repay this debt must be provided from other sources since capital assets themselves cannot be used to liquidate these liabilities. A small portion of the city's net position (2.4%) represents resources that are subject to external restrictions on how they can be used. The remaining unrestricted net position of $47,609,546 may be used to meet the ongoing obligations to citizens and creditors. The unrestricted governmental activities net position increased $1,186,496 (5.5%), and business -type activities unrestricted net position increased $3,350,387 (15.5%). The government -wide total unrestricted net position increased $4,536,883 (10.5%) reflecting revenues exceeding conservative budgeted estimates and expenditures below liberal estimates. The $720,112 (1.0%) decrease in governmental activities capital assets is reflective of depreciation and disposals exceeding capital asset purchases and reinvestment. Business -type capital assets decreased $1,296,487 (3.0%) due to depreciation more than additions. Total net investment in capital assets, which is capital assets less related debt, decreased because capital asset acquisitions less the amount of debt borrowed to acquire assets exceeded capital asset disposals and depreciation. 15 CHANGE IN NET POSITION Governmental Activities 2022 2021 Business -Type Activities 2022 2021 Total 2022 2021 Revenues Program revenues Charges for seances $ 4,330,832 $ 3,819,070 $ 15,489,232 $ 14,821,453 $ 19,820,064 $ 18,640,523 Operating grants and contributions 1,192,748 1,539,082 297,608 95,601 1,490,356 1,634,683 Capital grants and contributions 1,529,488 3,314,487 1,522,921 1,842,947 3,052,409 5,157,434 General revenues Property taxes 11,456,764 11,180,595 - - 11,456,764 11,180,595 Tax increments - - - - - - Franchise taxes 388,074 383,045 53,000 53,942 441,074 436,987 Unrestricted grants and aids - - - - - - Unrestricted investment earnings (915,858) (168,603) (817,755) (101,693) (1,733,613) (270,296) Gain on sale of assets - 271,840 - 271,840 Total revenues 17, 982, 048 20, 339, 516 16, 545, 006 16, 712, 250 34, 527, 054 37, 051, 766 Expenses General government 2,798,491 2,604,600 - - 2,798,491 2,604,600 Public safety 3,168,835 3,089,673 - - 3,168,835 3,089,673 Public works 5,556,590 4,833,405 - - 5,556,590 4,833,405 Sanitation 784,052 754,132 - - 784,052 754,132 Recreation and culture 3,874,315 3,190,466 - - 3,874,315 3,190,466 Economic development - - - - - - Interest and fiscal charges 480,903 660,352 - - 480,903 660,352 Water - - 1,348,348 1,265,578 1,348,348 1,265,578 Sewer 3,232,878 3,048,580 3,232,878 3, 048,580 Stormwater 797,995 732,851 797,995 732,851 Liquor 6,320,611 6,117,772 6,320,611 6,117,772 Fiber optics 2,005,196 2,081,312 2,005,196 2,081,312 Deputy registrar - - 785,822 596,933 785,822 596,933 Total expenses 16,663,186 15,132,628 14,490,850 13,843,026 31,154,036 28,975,654 Increase in net position before transfers 1,318,862 5,206,888 2, 054,156 2,869,224 3,373,018 8,076,112 Transfers - (200,000) - 200,000 - - Change in net position 1,318,862 5,006,888 2,054,156 3,069,224 3,373,018 8,076,112 Net position, January 1, as previously reported 77,489,748 78,950,000 61,718,691 58,649,467 139,208,439 137,599,467 Reclassification of component unit - (6,467,140) - - - (6,467,140) Net position, January 1 77,489,748 72,482,860 61,718,691 58,649,467 139,208,439 131,132,327 Net position, December 31 $ 78, 808, 610 $ 77,489, 748 $ 63, 772, 847 $ 61, 718, 691 $ 142, 581, 457 $ 139, 208, 439 Governmental Activities. The most significant revenue source for governmental activities is property taxes at 60.6% of total revenues. Property taxes support the General, Community Center, Capital Project, and Debt Service funds. Charges for services account for 22.9% of revenues, with about 23.3% of that generated by the Community Center. Community Center usage continues to recover from the COVID-19 pandemic. Capital grants and contributions include special assessments and revenues from other sources restricted to capital asset acquisition. Investment earnings include both interest earnings received and the change in the investment fair values. Tax increments are property taxes collected in tax increment financing districts and are restricted for development purposes. Governmental activities revenues decreased $2,357,468 (11.6°/x) in the current year. Charges for services increased $495,176 (13.0%) with increased operations at the Community Center compared to 2021. Additionally, unrestricted grants and aids decreased $2,170,560. Property taxes increased by $276,169 (2.5%) while investment earnings decreased $747,255 (443.2%) because the fair value decreases as interest rates increase. Public works (engineering, streets, ice and snow removal, shop and garage, street lighting, etc.) expenses are the most significant (33.3%), followed by recreation and culture (23.3%), public safety (19.0%), general government (16.8%), sanitation (4.7%), and interest and fiscal charges (2.9%). Included in these amounts is depreciation expense, which is 24.3% of the total expenses for governmental activities. Governmental activities expenses increased $1,530,558 (10.1 %) in the current year. The most significant changes in program expenses were as follows: • Recreation and culture increased $683,849 (21.4%). Park operations increased due to an additional full-time parks operator. The Monticello Community Center expenses increased due to increased staffing costs as memberships and usage increased post COVID-19 pandemic. • Public Works increased $723,185 (15.0%) due to a few factors. Utility and fuel prices increased as did the cost of supplies. The engineering inspections costs increased due to the increase in development projects, these costs are offset with revenues. • General government expenses increased $188,991 (7%) due to expenses related to a Community Energy Transitions (CET) grant, which provided funds for studies related to the future decommissioning of the Xcel Nuclear Generating Plant. General government expenses also increased with the addition of a full-time administrative employee, an increase in pension expense and expenses associated with the 2022 elections. 16 Program Expenses and Revenues - Governmental Activities `9100 �1e y.101C so?O 5 Rem s" 'r,"w e 6e090011 SCA "am -5 Business -type Activities. Business -type activities increased the city's net position by $2,054,156, which is $1,015,068 less than the prior fiscal year's increase in business -type net position. The change is mostly attributable to a larger investment loss from a decline in investment value. Investment values held to maturity will regain value over time. FINANCIAL ANALYSIS OF THE CITY'S FUNDS Governmental funds. The focus of the city's governmental funds is to provide information on near-term inflows, outflows, and balances of spendable resources. Such information is useful in assessing the city's financing requirements. Spendable fund balances may serve as a useful measure of a government's net resources available for expenditure at the end of the fiscal year. On December 31, 2022, the city's governmental funds reported total ending fund balances of $22,917,518, a decrease of $369,458 (1.6%) when compared with the prior year. Approximately 9.1% or $2,090,545 of the total ending fund balances constituted restricted fund balances, which are considered unavailable for appropriation for general operations. The $139,980 nonspendable fund balance accounted for 0.6% of total governmental fund balances and is comprised of prepaid items. At the end of the fiscal year, the General Fund reported a fund balance of $7,042,796, increasing $418,014 (6.3%) from the prior year. General fund revenues were $2685,566 (2.6%) more than the prior fiscal year and expenditures increased by $702,099 (6.7%). General government expenditures increased $45,434 (1.7%) due to the addition of a full-time administrative employee and the 2022 elections. Public safety expenditures increased $115,700 (4.0%) due to repairs to fire engine 12 and the first year of an additional full-time building inspector. Public works expenditures increased $276,657 (13.0%) due to increased fuel and supply costs as well as the first full year of an additional employee in the engineering department. Recreation and culture expenditures increased by $234,388 (16.1 %) due to increased public arts projects, increases in fuel and supply costs, and an additional full-time employee in the parks department. The fund balance in the Community Center Fund increased $59,681 (15.3%) to $449,419 due to the city's allocation of a portion of the American Rescue Plan Act funding for lost revenues and an increase in charges for services for memberships and day passes. The Community Center continued to recover from the impacts of the COVID-19 pandemic. Charges for services increased $259,653 (25.8%) to $1,007,790 in 2022. Expenditures increased $636,000 (34.2%) to $1,858,328 as usage increased and staffing levels were increased. 17 The fund balance in the Debt Service Fund decreased $149,905 (13.3%) to $974,305. This fund balance decrease reflects the prior year accumulation of resources to make scheduled bond payments. Special assessment revenue increased $44,320 (9.4%) to $317,269 due to several prepaid assessments related to the 2022 street project. In governmental funds, assessments are recorded as a revenue when collectible, which occurs when it is in the current period or soon thereafter. The Capital Projects Fund provides the accounting for acquisition of general government capital assets. Accordingly, the fund accumulates resources from various sources and expenditures may or may not occur in the same year of accumulation. Consequently, the fund balance in the Capital Projects Fund decreased $993,870 (8.4%) to $10,868,750. Proprietary funds. The proprietary funds provide the same type of information found in the business -type activities in the government -wide financial statements, but in more detail. Water Fund operating expenses increased $80,143 (6.4%). Utility employee personal service costs are divided between the Water Fund and Sewer Fund based on activity. The Water Fund operating revenues decreased $12,680 (0.7%) with an increase in rates but a decrease in consumption. The fund's net position increased $530,691 (3.7%) to $15,043,024 due to commercial development trunk and access fees received. Depreciation expense for the fund totaled $497,021. Sewer Fund expenses increased $200,021 (6.7%) and operating revenues increased $239,472 (8.9%). The 2022 capital contributions of $1,082,894 were from sewer access and trunk charges. The fund's net position increased $615,143 (2.5%) to $24,798,517. Depreciation expense for the fund totaled $1,199,870. The Stormwater Fund was established in 2019. Stormwater operating expenses increased $65,144 (8.9%). Stormwater operating revenues increased $172,688 (48.4%), due to an increase in rate along with an increased number of accounts in 2022. The fund's net position decreased $87,821 (1.4%) to $6,353,0015. Depreciation expense for the fund totaled $467,342. The Liquor Fund's net position increased $777,760 (40.3%) to $2,708,099. Liquor and related product sales increased $64,017 (0.9%) to $7,168,374. Profits from the liquor store are held until transferred out for another city use. Gross profit increased $8,529 (0.4%) for a total gross profit of $1,912,345. Operating expenses increased $144,854 (15.9%) to $1,058,027, and depreciation expense for the fund totaled $20,923. The Fiber Optics Fund's net position increased $209,014 (1.7%) to $12,476,588. The fund's 2022 charges for services increased $33,373 (1.7%) to $1,978,590. Excluding depreciation, the operating income was $573,904 in 2022. Depreciation expense for the fund totaled $380,890. The city contracted for FiberNet operations management in July 2016 and renewed the contract for an additional five-year term in 2021. The Deputy Registrar Fund (DMV) net position increased $41,701 (1.8%) to $2,356,053. Charges for services decreased $52,308 (5.6%) to $895,494 and operating expenses increased $184,982 (31.2°/x) to $777,236. Depreciation for the fund totaled $20,975. Other factors of the changes in income from operations have previously been discussed in the government -wide financial analysis of business -type activities. GENERAL FUND BUDGETARY HIGHLIGHTS During the year, there were no amendments to the budget. General Fund revenues and other financing sources totaled $11,119,229 and exceeded the budget by $589,229 (5.6%). Other revenues, charges for services, intergovernmental revenues, licenses and permits and charges for services, were $314,307 (49.5%), $238,291 (21%), $146,105 (31.6%), and $141,914 (30.1 %) higher than budget, respectively. Other revenues include donations and solar investment rebates, charges for services include charges to developers for private project related activity, intergovernmental revenues include grants from other governmental entities, and licenses and permits include building permits fees. These revenues can be difficult to predict, and are, therefore, budgeted conservatively. General Fund expenditures totaled $10,551,215 and were $27,215 (0.3%) over the budget. Other financing uses consisted of unbudgeted transfers out of $150,000 to the Facilities Maintenance Fund to establish a fund reserve balance. This transfer is in line with the General Fund balance policy of 60-75% of the following year's budgeted expenditures. While spending in some budget units exceeded appropriations, conservative spending in other units and revenues more than budget allowed for an overall increase in fund balance. The General government function exceeded budget due to unbudgeted planning and zoning projects that are offset by grant funding and charges for services revenues. The public safety function exceeded budget because of unbudgeted expenditures in the building department; increased building activity allowed the use of these one-time revenues to fund one-time unbudgeted expenditures including investment in staff vehicles. Within the expenditure functions, twelve of twenty-eight reporting units exceeded budget. The General Fund year end fund balances for the past ten years are as follows: General Fund Balance $8 $6 $4 $2 Zp13 2 14 2p15 2016 2p11 �1t3 v.\9 v 2 21 2022 CAPITAL ASSETS AND DEBT ADMINISTRATION CAPITAL ASSETS Capital assets. The city's investment in capital assets for its governmental and business -type activities on December 31, 2022 totaled $113,912,817 (net of accumulated depreciation). This investment in capital assets includes land, construction in progress, buildings, and systems (including infrastructure), and machinery and equipment (including intangible assets). Major governmental activities capital assets changes: the purchases of land for a future public works facility site and a separate land purchase for the Pointes at Cedar development project, the completion of phase 1 of Bertram Chain of Lakes Park improvements, the completion of the Walnut Street Pedestrian improvement project, and equipment purchases. Business -type capital assets include a storm pond expansion and the completion of the DMV relocation. The total decrease from the prior fiscal year was 1.7%; governmental activities decreased 1.0% and business -type activities decreased 3.0%. Land Construction in progress Buildings and systems Machinery and equipment Less: Accumulated depreciation Net total Govemmental Activities 2022 2021 $ 16,903,464 $ 16,903,464 1,696,704 700,918 105,739,455 104,840,572 10,055,983 9,052,011 (62,427,787) (58,809,034) $ 71,967,819 $ 72,687,931 Business -Type Activities 2022 2021 $ 804,010 $ 786,010 921,047 365,874 106,413, 498 105, 904, 418 3,570,582 3,377,654 (69, 764,139) (67,192, 471) $ 41,944,998 $ 43,241,485 Total 2022 2021 $ 17,707,474 $ 17,689,474 2,617,751 1,066,792 212,152,953 210,744,990 13, 626, 565 12,429,665 (132,191,926) (126,001,505) $ 113,912,817 $ 115,929,416 Additional information on the city's capital assets can be found in the notes to the financial statements starting on page 46. DEBT ADMINISTRATION Long-term Debt. The city's outstanding long-term debt, including general obligation bonds, special assessment bonds, tax abatement bonds, and a Public Facilities Authority (PFA) revenue note, totaled $21,725,000 on December 31, 2022. Business -type long-term debt decreased with regularly scheduled payments. No new debt was issued in 2022. Governmental Business -Type Activities Activities 2022 2021 General obligation bonds $ 5,435,000 $ 5,960,000 Special assessment bonds 6,780,000 8,050,000 Tax abatement bonds 6,700,000 7,280,000 Public Facilities Authority revenue note - - 2022 2021 $ 1,325,000 $ 1,525,000 1,485,000 1,591,000 Total 2022 2021 $ 6,760,000 $ 7,485,000 6,780,000 8,050,000 6,700,000 7,280,000 1,485,000 1,591,000 Total $ 18,915,000 $ 21,290,000 $ 2,810,000 $ 3,116,000 $ 21,725,000 $ 24,406,000 Additional information on the city's long-term liabilities can be found in the notes to the financial statements starting on page 47 of this report. 19 ECONOMIC FACTORS AND NEXT YEAR'S BUDGETS AND RATES • The effects of the Coronavirus (COVID-19) pandemic were still an impact, although a lessening impact, to the city. While the overall long-term effects of the pandemic are difficult to predict, the city expects manageable impacts and continues to look for ways to reduce costs as needed to ensure continued sound financial standing. • The unemployment rate for the Wright County, Minnesota area for December 31, 2022 was 3.6%, which is higher than the state average (3.1 %) and equal to the national average (3.6%). • New commercial and residential development continued to grow at a sustainable pace in 2022 and have not indicated a significant downward trend yet in 2023. • The occupancy rate of the city's business district has remained constant over the last few years and new commercial construction is continuing to grow. • The prospects for continued residential and large commercial growth in 2023 look promising. • Inflationary trends in the region have compared favorably to national indices in the last few years; however, the nationwide effects of inflation in housing prices are found in Monticello as well. • The property valuation of the city's largest taxpayer, the Xcel Energy Nuclear Generating Plant, is assessed by the State of Minnesota and can experience notable volatility. The city continues to advocate for host communities at the state level through the Coalition of Utility Cities to minimize impacts on its residents and businesses. REQUESTS FOR INFORMATION This financial report is designed to provide a general overview of the city's finances for all those interested in governmental finance. Questions concerning any information in the report or requests for additional information should be addressed to City of Monticello, Finance Department, 505 Walnut Street, Suite 1, Monticello, MN 55362. Monticello 20 BASIC STATEMENTS I M nt�ic-ll • CITY OF MONTICELLO Statement of Net Position December 31, 2022 Primary Government Component Unit Economic Governmental Business -type Development Activities Activities Total Authority ASSETS Cash and investments $ 26,029,454 $ 24,532,640 $ 50,562,094 $ 4,404,995 Receivables Unremitted taxes 77,500 - 77,500 12,121 Delinquent taxes 53,845 - 53,845 4,409 Unremitted special assessments 4,226 2,357 6,583 - Delinquent special assessments 14,612 31,182 45,794 - Deferred special assessments 3,613,654 758,077 4,371,731 - Accrued interest 124,977 - 124,977 - Accounts 366,804 842,414 1,209,218 16,103 Due from other governmental units 20,655 129,035 149,690 - Leases 792,512 646,977 1,439,489 - Internal balances (37,551) 37,551 - - Inventory - 530,707 530,707 - Prepaid items 197,760 60,965 258,725 2,362 Notes receivable 130,422 - 130,422 433,743 Land held for resale 837,582 - 837,582 2,169,536 Capital assets Nondepreciable 18,600,168 1,725,057 20,325,225 - Depreciable, net 53,367,651 40,219,941 93,587,592 Total Assets 104,194,271 69,516,903 173,711,174 7,043,269 DEFERRED OUTFLOWS OF RESOURCES Deferred other post -employment benefits resources 8,580 4,290 12,870 237 Deferred pension resources 1,407,419 499,768 1,907,187 37,622 Total Deferred Outflows of Resources 1,415,999 504,058 1,920,057 37,859 LIABILITIES Accounts and contracts payable 697,714 700,392 1,398,106 152,474 Accrued interest payable 18,484 9,229 27,713 - Other accrued liabilities 286,263 10,123 296,386 - Due to other governmental units 46,350 291,243 337,593 326 Unearned revenue 445,328 - 445,328 - Escrow deposits 894,608 - 894,608 - Noncurrent liabilities Due within one year Bonds, notes, leases, claims, compensated absences 2,495,669 404,092 2,899,761 12,372 Due in more than one year Net pension liability- PERA 3,168,476 1,583,165 4,751,641 119,179 Net pension liability - FRA 180,758 - 180,758 - Net OPEB liability 111,705 54,162 165,867 2,537 Bonds, notes, leases, claims, compensated absences 16,725,630 2,508,233 19,233,863 1,375 Total Liabilities 25,070,985 5,560,639 30,631,624 288,263 DEFERRED INFLOWS OF RESOURCES Deferred other post -employment benefits resources 55,287 25,450 80,737 487 Deferred pension resources 224,385 21,867 246,252 1,646 Deferred MSA state aid and grants 675,077 - 675,077 - Deferred lease resources 775,926 640,158 1,416,084 - Total Deferred Inflows of Resources 1,730,675 687,475 2,418,150 2,133 NET POSITION Net investment in capital assets 52,824,487 38,793,527 91,618,014 - Restricted for Debt service 2,237,657 - 2,237,657 - Economic development 898,209 - 898,209 1,411,774 Cemetery maintenance 117,325 - 117,325 - Park improvements 100,706 - 100,706 Tax increment - - - 509,401 Unrestricted 22,630,226 24,979,320 47,609,546 4,869,557 Total Net Position $ 78,808,610 $ 63,772,847 $ 142,581,457 $ 6,790,732 The notes to the financial statements are an integral part of this statement. 22 Statement of Activities For the Year Ended December 31, 2022 Functions/Programs Governmental activities General government Public safety Public works Sanitation Recreation and culture Economic development Interest and fiscal charges Total governmental activities Business -type activities Water Sewer Stormwater Liquor Fiber Optics Deputy Registrar Total business -type activities Total primary government Component Unit Economic Development Authority Expenses Program Revenues Operating Capital Charges for Grants and Grants and Services Contributions Contributions $ 2,798,491 $ 989,086 $ 88,183 $ - 3,168,835 956,541 244,488 - 5,556,590 147,269 231,322 1,379,488 784,052 750,623 20,112 - 3,874,315 1,473,281 410,718 150,000 - 14,032 - - 480,903 - 197,925 - 16,663,186 4,330,832 1,192,748 1,529,488 1,348,348 1,769,524 76,233 259,504 3,232,878 2,925,917 166,458 1,082,894 797,995 529,146 54,917 180,523 6,320,611 7,174,059 - - 2,005,196 2,195,092 - - 785,822 895,494 - - 14,490,850 15,489,232 297,608 1,522,921 $ 31,154,036 $ 19,820,064 $ 1,490,356 $ 3,052,409 $ 2,508,996 $ 976,553 $ 375,547 $ - General Revenues Property taxes Tax increments Franchise taxes Unrestricted investment earnings (loss) Total general revenues Change in Net Position Net Position, January 1 Net Position, December 31 The notes to the financial statements are an integral part of this statement. 23 CITY OF MONTICELLO Net lExgensel Revenue and Chanaes in Net Position - 756,913 756,913 - Component Unit 942,391 - - (33,409) Economic Governmental Business -type Development Activities Activities Total Authority $ (1,721,222) $ - $ (1,721,222) $ - (1,967,806) - (1,967,806) - (3,798,511) - (3,798,511) - (13,317) - (13,317) - (1,840,316) - (1,840,316) - 14,032 - 14,032 - (282,978) - (282,978) - (9,610,118) - (9,610,118) - - 756,913 756,913 - - 942,391 942,391 - - (33,409) (33,409) - - 853,448 853,448 - - 189,896 189,896 - - 109,672 109,672 - - 2,818,911 2,818,911 - (9,610,118) 2,818,911 (6,791,207) - - (1,156,896) 11,456,764 - 11,456,764 390,432 - - - 720,301 388,074 53,000 441,074 - (915,858) (817,755) (1,733,613) (115,830) 10,928,980 (764,755) 10,164,225 994,903 1,318,862 2,054,156 3,373,018 (161,993) 77,489,748 61,718,691 139,208,439 6,952,725 $ 78,808,610 $ 63,772,847 $ 142,581,457 $ 6,790,732 The notes to the financial statements are an integral part of this statement. 24 Balance Sheet Governmental Funds December 31, 2022 ASSETS Cash and investments Receivables Unremitted taxes Delinquent taxes Unremitted special assessments Delinquent special assessments Deferred special assessments Accrued interest Accounts Due from other governmental units Leases Prepaid items Notes receivable Land held for resale Total Assets LIABILITIES Accounts and contracts payable Other accrued liabilities Due to other governmental units Unearned revenue Escrow deposits Total liabilities DEFERRED INFLOWS OF RESOURCES Unavailable revenue - property taxes Unavailable revenue - special assessments Unavailable revenue - MSA state aid and grants Deferred lease resources Total deferred inflows of resources FUND BALANCES Nonspendable Restricted Assigned Unassigned Total fund balance Total Liabilities, Deferred Inflows Of resources, and Dun Balances CITY OF MONTICELLO $ 367,994 $ 54,279 $ 2,502 $ 207,108 Total Total 266,814 Community Debt Capital Nonmajor Governmental General Center Service Projects Funds Funds $ 8,412,721 $ 473,255 $ 972,580 $ 10,913,353 $ 3,407,777 $ 24,179,686 77,500 - - - - 77,500 53,845 - - 207,108 - 53,845 - - 4,226 - - 4,226 - - 11,461 3,151 - 14,612 146 - 1,270,376 2,338,901 4,231 3,613,654 124,977 - - - - 124,977 242,615 79,658 - - 44,531 366,804 20,172 - - 4,231 - 20,172 792,512 - - 792,512 113,530 25,932 - 139,980 518 139,980 - - - - 130,422 130,422 - - - 837,582 - 837,582 $ 9,838,018 $ 578,845 $ 2,258,643 $ 14,092,987 $ 3,587,479 $ 30,355,972 $ 367,994 $ 54,279 $ 2,502 $ 207,108 $ 1,000 $ 632,883 266,814 19,449 - - - 286,263 37,001 9,258 - - 46,259 398,888 46,440 - - - 445,328 894,608 - - - - 894,608 1,965,305 129,426 2,502 207,108 1,000 2,305,341 53,845 - - - - 53,845 146 1,281,836 2,342,052 4,231 3,628,265 - - 675,077 - 675,077 775,926- - - 775,926 829,917 - 1,281,836 3,017,129 4,231 5,133,113 113,530 25,932 - - 518 139,980 - - 974,305 - 1,116,240 2,090,545 - 423,487 - 10,868,750 2,465,490 13,757,727 6,929,266 - - - - 6,929,266 7,042,796 449,419 974,305 10,868,750 3,582,248 22,917,518 $ 9,838,018 $ 578,845 $ 2,258,643 $ 14,092,987 $ 3,587,479 $ 30,355,972 The notes to the financial statements are an integral part of this statement. 25 CITY OF MONTICELLO Reconciliation of the Governmental Funds Balance Sheet to the Statement of Net Position December 31, 2022 Amounts reported for governmental activities in the Statement of Net Position are different because: Total fund balances - governmental funds $ 22,917,518 Capital assets used in governmental activities are not financial resources and, therefore, are not reported in the funds. Land $ 16,903,464 Construction in progress 1,696,704 Buildings and systems 105,739,455 Machinery and equipment 5,636,889 Accumulated depreciation (60,901,374) 69,075,138 Governmental funds do not report long-term amounts related to other post -employment benefits and pensions. Deferred outflows of resources - OPEB $ 8,580 Deferred outflows of resources - pensions 1,407,419 Deferred inflows of resources - OPEB (55,287) Deferred inflows of resources - pensions (224,385) 1,136,327 Long-term liabilities that pertain to governmental funds, including bonds payable, are not due and payable in the current period, and, therefore, are not reported as fund liabilities. All liabilities, both current and long-term, are reported in the Statement of Net Position. Bonds payable $ (18,795,000) Other post -employment benefits liability (111,705) Net pension liability - PERA (3,168,476) Net pension liability - FRA (180,758) (22,255,939) Internal service funds are used by management to charge the costs of facilities maintenance, equipment, information technology, and benefit accrual services to individual funds. The assets and liabilities of the internal service funds are included in governmental activities in the Statement of Net Position. Internal service fund net position included in the governmental activities $ 4,309,342 Less internal services net position allocated to business -type activities (37,551) 4,271,791 Some of the city's property taxes, special assessments, and notes receivable will be collected after year-end, but are not available soon enough to pay for current period expenditures and, therefore, are reported as deferred inflows of resources in the governmental funds. 3,682,110 Interest on long-term debt is not accrued in governmental funds, but rather is recognized as an expenditure when due. Accrued interest for general obligation bonds is included in the Statement of Net Position. (18,335) Net position of governmental activities $ 78,808,610 The notes to the financial statements are an integral part of this statement. 26 CITY OF MONTICELLO Statement of Revenues, Expenditures and Changes in Fund Balance Governmental Funds For the Year Ended December 31, 2022 Revenues Property taxes Franchise taxes Special assessments Licenses and permits Intergovernmental Charges for services Fines and forfeitures Investment earnings (loss) Interest on loans Other revenues Total revenues Expenditures Current General government Public safety Public works Sanitation Recreation and culture Capital outlay Public safety Public works Recreation and culture Debt service Principal Interest and fiscal charges Total expenditures Excess (deficiency) of revenues over (under) expenditures Other financing sources (uses) Transfers in Transfers out Total other financing sources (uses) Net change in fund balances Fund balance at beginning of year Fund balance at end of year General Community Center Debt Service Capital Projects Total Total Nonmajor Governmental Funds Funds $ 7,485,252 $ 485,000 $ 2,311,400 $ 1,153,476 $ - $ 11,435,128 226,690 - - - 161,384 388,074 418 - 317,269 400,236 850 718,773 613,014 - - - - 613,014 609,105 385,718 - 596,684 150,000 1,741,507 1,398,877 1,007,790 - 26,865 212,670 2,646,202 36,808 - - - - 36,808 (200,442) (10,799) (53,739) (459,248) (121,300) (845,528) - - - - 3,873 3,873 949,507 50,300 197,925 7,088 - 1,204,820 11,119,229 1,918,009 2,772,855 1,725,101 407,477 17,942,671 2,684,854 - - - - 2,684,854 2,989,883 - - - - 2,989,883 2,400,555 - - 5,654 - 2,406,209 784,052 - - - - 784,052 1,691,871 1,764,309 - - 27,160 3,483,340 - - - 727,239 - 727,239 - - - 2,094,879 37,993 2,132,872 - 94,019 - - 45,702 139,721 - - 2,315,000 - - 2,315,000 - - 498,959 - - 498,959 10,551,215 1,858,328 2,813,959 2,827,772 110,855 18,162,129 568,014 59,681 (41,104) (1,102,671) 296,622 (219,458) - - 108,801 - 108,801 (150,000) - (108,801) - - (258,801) (150,000) - (108,801) 108,801 - (150,000) 418,014 59,681 (149,905) (993,870) 296,622 (369,458) 6,624,782 389,738 1,124,210 11,862,620 3,285,626 23,286,976 $ 7,042,796 $ 449,419 $ 974,305 $ 10,868,750 $ 3,582,248 $ 22,917,518 The notes to the financial statements are an integral part of this statement. 2% CITY OF MONTICELLO Reconciliation of the Statement of Revenues, Expenditures and Changes in Fund Balances of Governmental Funds to the Statement of Activities For the Year Ended December 31, 2022 Amounts reported for governmental activities in the Statement of Activities are different because Net change in fund balances - governmental funds $ (369,458) Governmental funds reported capital outlays as expenditures. However, in the Statement of Activities the cost of those assets is allocated over their estimated useful lives and reported as depreciation expense. This is the amount by which capital outlays exceeded depreciation in the current period. Capital outlays $ 2,719,930 Depreciation (3,637,979) (918,049) Repayment of long-term debt principal is an expenditure in the governmental funds, but the repayment reduces long-term liabilities in the Statement of Net Position. 2,315,000 Some expenses reported in the Statement of Activities do not require the use of current financial resources and, therefore, are not reported as expenditures in the governmental funds. Amortization of bond premiums $ 18,869 Change in total OPEB liability and deferred outflows/inflows of resources 12,608 Change accrued interest payable 4,338 35,815 Long-term pension activity is not reported in governmental funds Pension revenue from state contributions 13,881 Pension expense (55,662) Deferred inflows of resources are revenues included in the change in net position, but are excluded from the change in fund balances until they are available to liquidate liabilities of the current period. Taxes $ 21,636 Special assessments 64,031 85,667 Internal service funds are used by management to charge the costs of certain activities to individual funds. The net revenue of the internal service funds is reported with governmental activities. Internal service fund activity included in governmental activities $ 179,336 Subtract internal service fund activity allocated to business -type activities 32,332 211,668 Change in net position of governmental activities $ 1,318,862 The notes to the financial statements are an integral part of this statement. 28 Statement of Net Position Proprietary Funds December 31, 2022 ASSETS Current assets Cash and investments Receivables Unremitted special assessments Delinquent special assessments Deferred special assessments Accounts Due from other governmental units Lease Inventory Prepaid items Total current assets Noncurrent assets Lease Receivable Capital assets Land Buildings and systems Machinery and equipment Construction in progress Total capital assets Less accumulated depreciation Total capital assets (net) Total noncurrent assets Total Assets DEFERRED OUTFLOWS OF RESOURCES Deferred other post -employment benefits resources Deferred pension resources Total Deferred Outflows of Resources LIABILITIES Current liabilities Accounts and contracts payable Accrued interest payable Other accrued liabilities Due to other governmental units Bonds and loans payable - current Compensated absences due within one year Total current liabilities Noncurrent liabilities Bonds and loans payable - net current portion Compensated absences payable Total OPEB liability Net pension liability Total noncurrent liabilities Total Liabilities DEFERRED INFLOWS OF RESOURCES Deferred other post -employment benefits resources Deferred pension resources Deferred lease resources Total Deferred Inflows of Resources NET POSITION Net investment in capital assets Unrestricted Total Net Position Business -Type Activities - Enterprise Funds Water Sewer Stormwater $ 6,769,830 $ 9,856,687 $ 1,627,949 2,357 - - 7,978 23,204 - 344,299 300,471 113,307 190,347 477,831 35,574 16,187 - - 17,000 29,896 3,336 7,347,998 10, 688, 089 1,780,166 630,790 208,143 516,952 73,315 21,304,719 48,618,921 19,558,516 326,043 2,594,663 150,803 399,008 399,009 123,030 22,237,913 52,129,545 19,905,664 (14,204,028) (34,830,422) (15,230,343) 8,033,885 17,299,123 4,675,321 8,664,675 17,299,123 4,675,321 16,012,673 27,987,212 6,455,487 824 912 487 69,963 96,966 37,529 70,787 97,878 38,016 114,677 114,524 12,743 - 9,229 - 7,583 - - 13,928 2,451 - - 312,000 - 19,490 19,490 - 155,678 457,694 12,743 - 2,498,000 - 2,166 2,166 - 11,517 11,987 5,323 221,629 307,169 118,885 235,312 2,819,322 124,208 390,990 3,277,016 136,951 6,227 5,314 1,895 3,061 4,243 1,642 640,158 - - 649,446 9,557 3,537 7,922,485 14,377,723 4,663,002 7,120,539 10,420, 794 1,690, 013 $ 15,043,024 $ 24,798,517 $ 6,353,015 The notes to the financial statements are an integral part of this statement. 29 Business -Type Activities - Enterprise Funds Deputy Liquor Fiber Optics Registrar CITY OF MONTICELLO Totals Governmental Activities - Internal Service Funds $ 2,809,741 $ 1,228,402 $ 2,240,031 $ 24,532,640 $ 1,849,768 - - - 2,357 - - - - 31,182 - - - - 758,077 - - 137,662 1,000 842,414 - - 53,000 76,035 129,035 483 - - - 16,187 - 530,707 - - 530,707 - 8,118 1,000 1,615 60,965 57,780 3,348,566 1,420,064 2,318,681 26,903,564 1,908,031 - - - 630,790 - 5,600 - - 804,010 - 848,997 15,466,136 616,209 106,413,498 - 152,672 305,726 40,675 3,570,582 4,419,094 - - - 921,047 - 1,007,269 15,771,862 656,884 111,709,137 4,419,094 (930,926) (4,477,819) (90,601) (69,764,139) (1,526,413) 76,343 11,294,043 566,283 41,944,998 2,892,681 76,343 11,294,043 566,283 42,575,788 2,892,681 3,424,909 12,714,107 2,884,964 69,479,352 4,800,712 1,281 - 786 4,290 - 163,306 - 132,004 499,768 - 164,587 - 132,790 504,058 - 220,203 237,519 726 700,392 64,831 - - - 9,229 149 2,540 - - 10,123 - 72,419 - 202,445 291,243 91 - - - 312,000 60,000 35,459 - 17,653 92,092 275,669 330,621 237,519 220,824 1,415,079 400,740 - - - 2,498,000 60,000 3,940 - 1,961 10,233 30,630 15,230 - 10,105 54,162 - 517,320 - 418,162 1,583,165 - 536,490 - 430,228 4,145,560 90,630 867,111 237,519 651,052 5,560,639 491,370 7,141 - 4,873 25,450 - 7,145 - 5,776 21,867 - - - - 640,158 - 14,286 - 10,649 687,475 - 76,343 11,187,691 566,283 38,793,527 2,751,458 2,631,756 1,288,897 1,789,770 24,941,769 1,557,884 $ 2,708,099 $ 12,476,588 $ 2,356,053 63,735,296 $ 4,309,342 Adjustment to reflect the cumulative internal balance for the net effect of the activity between the internal service funds and the enterprise funds over time 37,551 Net position of business -type activities (pg. 19) $ 63,772,847 The notes to the financial statements are an integral part of this statement. 30 Statement of Revenues, Expenses and Changes in Net Position Proprietary Funds For the Year Ended December 31, 2022 Sales and cost of sales Net sales Cost of sales Gross profit Operating revenues Charges for services Other Total operating revenues Operating expenses Personal services Materials and supplies Other services and charges Depreciation Total operating expenses Operating income (loss) Nonoperating revenues (expenses) Franchise taxes Investment earnings (loss) Intergovernmental revenues Interest expense Total nonoperating revenues (expenses) Income (loss) before capital contributions and transfers Capital contributions Transfers in Change in net position Net Position, January 1 Net Position, December 31 Business -Type Activities — Enterprise Funds $ 1,704,725 $ 2,924,255 $ 522,851 64,799 1,662 6,295 1,769,524 2,925,917 529,146 345,780 492,098 253,931 163,865 151,579 2,089 335,080 1,336,409 74,633 497,021 1,199,870 467,342 1,341,746 3,179,956 797,995 427,778 (254,039) (268,849) (232,824) (334,719) (54,412) 76,233 166,458 54,917 - (45,451) - (156,591) (213,712) 505 271,187 (467,751) (268,344) 259,504 1,082,894 180,523 530,691 615,143 (87,821) 14,512,333 24,183,374 6,440,836 $ 15,043,024 $ 24,798,517 $ 6,353,015 The notes to the financial statements are an integral part of this statement. 31 CITY OF MONTICELLO 777,314 - 666,064 2,535,187 Governmental Business -Type Activities - Enterprise Funds Activities - 7,807 437,551 Deputy 235,094 Internal Liquor Fiber Optics Registrar Totals Service Funds $ 7,168,374 2,587,021 411,756 $ 7,168,374 2,002,078 (5,256,029) 9,157,038 1,413,370 (5,256,029) 193,014 1,912,345 1,076,165 104,817 1,912,345 53,000 - $ 1,978,590 $ 889,451 8,019,872 $ 1,422,052 5,685 216,502 6,043 300,986 96,135 5,685 2,195,092 895,494 8,320,858 1,518,187 777,314 - 666,064 2,535,187 237,256 24,696 87,515 7,807 437,551 106,065 235,094 1,533,673 82,390 3,597,279 658,293 20,923 380,890 20,975 2,587,021 411,756 1,058,027 2,002,078 777,236 9,157,038 1,413,370 860,003 193,014 118,258 1,076,165 104,817 - 53,000 - 53,000 - (82,243) (37,000) (76,557) (817,755) (70,330) - - - 297,608 - - - - (45,451) (5,151) (82,243) 16,000 (76,557) (512,598) (75,481) 777,760 209,014 41,701 563,567 - - - 1,522,921 777,760 209,014 41,701 2,086,488 1,930,339 12,267,574 2,314,352 $ 2,708,099 $ 12,476,588 $ 2,356,053 Adjustment to reflect the consolidation of internal service fund related to enterprise funds (32,332) Change in net position of business -type activities (pg. 21) $ 2,054,156 29,336 150,000 179,336 4,130,006 $ 4,309,342 The notes to the financial statements are an integral part of this statement. 32 Statement of Cash Flows Proprietary Funds For the Year Ended December 31, 2022 Cash flows from operating activities Cash received from customers and users Cash from interfund services provided Cash paid to suppliers for goods and services Cash paid to employees Cash paid to other funds for services provided Net cash provided by operating activities Cash flows from noncapital financing activities Transfers from other funds Franchise fees Intergovernmental revenues Net cash provided by noncapital financing activities Cash flows from capital and related financing activities Capital contributions Acquisition of capital assets Principal paid on long-term debt Interest and fiscal charges paid on long-term debt Net cash provided (used) by capital and related financing activities Cash flows from investing activities Interest on investments (loss) Net increase (decrease) in cash and cash equivalents Cash and cash equivalents, January 1 Cash and cash equivalents, December 31 Operating income (loss) Adjustments to reconcile operating income (loss) to net cash provided by operating activities Depreciation OPEB expense (Increase) decrease in assets Special assessments receivable Accounts receivable Due from other governmental units Leases Inventory Prepaid items (Increase) decrease in deferred outflows Deferred other post -employment benefits resources Deferred pension resources Increase (decrease) in liabilities Accounts and contracts payable Other liabilities Due to other governmental units Compensated absences Net pension liability Increase (decrease) in deferred inflows Deferred other post -employment benefits resources Deferred pension resources Deferred lease resources Net cash provided by operating activities Schedule of noncash investing, capital and financing activities: Net amortization of bond premium (discount) Capital assets purchased on account Business -Type Activities - Enterprise Funds Water Sewer Stormwater $ 1,717,471 $ 2,891,744 $ 557,811 (473,153) (1,453,471) (103,108) (309,857) (426,448) (171,721) (42,271) (26,661) - 892,190 985,164 282,982 76,233 166,458 54,917 76,233 166,458 54,917 283,058 1,230,073 205,209 (179,331) (263,328) (279,514) - (306,000) - - (61,817) - 103,727 598,928 (74,305) (232,824) (334,719) (54,412) 839,326 1,415,831 209,182 5,930,504 8,440,856 1,418,767 $ 6,769,830 $ 9,856,687 $ 1,627,949 $ 427,778 $ (254,039) $ (268,849) 497,021 1,199,870 467,342 438 511 (2,686) (25,796) (22,072) - (23,718) (34,703) (10,467) 9,590 22,602 39,132 (646,977) - - (1,419) 57,413 1,614 5 5 3 988 (8,275) (37,529) (16,021) (49,516) (28,000) (5,310) - - 961 (41) - 1,549 1,549 - 122,556 183,325 118,885 (1,625) (1,895) 1,895 (87,988) (109,570) 1,642 640,158 - - $ 892,190 $ 985,164 $ 282,982 $ - $ 15,553 $ - $ 111,400 $ 111,400 $ 12,319 The notes to the financial statements are an integral part of this statement. 33 CITY OF MONTICELLO Business -Type Activities - Enterprise Funds Governmental Activities Deputy Internal Liquor Fiber Optics Registrar Totals Service Funds $ 7,174,142 $ 2,146,870 $ 952,424 $ 15,440,462 $ - - - - - 1,568,426 (5,432,435) (1,669,489) (54,860) (9,186,516) (788,598) (745,265) - (551,017) (2,204,308) (227,831) (29,061) (820) (35,020) (133,833) - 967,381 476,561 311,527 3,915,805 551,997 - - - 150,000 53,000 - 53,000 - - - - 297,608 - 53,000 - 350,608 150,000 1,718,340 - (18,810) (199,209) (13,523) (953,715) (609,694) - - - (306,000) (60,000) - - (61,817) (5,220) (18,810) (199,209) (13,523) 396,808 (674,914) (82,243) (37,000) (76,557) (817,755) (70,330) 866,328 293,352 221,447 3,845,466 (43,247) 1,943,413 935,050 2,018,584 20,687,174 1,893,015 $ 2,809,741 $ 1,228,402 $ 2,240,031 $ 24,532,640 $ 1,849,768 $ 860,003 $ 193,014 $ 118,258 $ 1,076,165 $ 104,817 20,923 380,890 20,975 2,587,021 411,756 730 - 1,229 222 - - - - (47,868) - - 1,836 (1,000) (68,052) 50,722 (50,058) (9,590) 11,676 (483) (646,977) - (106,911) - - (106,911) - 1,182 - 1,657 60,447 (4,279) 8 - (786) (765) - 31,814 - (25,575) (38,577) - 155,532 (49,121) (1,340) 11,534 (19,972) 83 - - (5,227) - 4,520 - 67,520 72,960 11 583 - 3,054 6,735 9,425 244,867 - 269,550 939,183 - (2,708) - (1,625) (5,958) - (243,245) - (130,800) (569,961) - - - - 640,158 - $ 967,381 $ 476,561 $ 311,527 $ 3,915,805 $ 551,997 $ - $ - $ - $ 15,553 $ - $ - $ 106,352 $ - $ 341,471 $ 21,223 The notes to the financial statements are an integral part of this statement. 34 NOTE 1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES The basic financial statements of the City of Monticello, Minnesota (the city) have been prepared in conformity with accounting principles (GAAP) generally accepted in the United States of America as applied to governmental units by the Governmental Accounting Standards Board (GASB). GASB is the accepted standard-setting body for establishing governmental accounting and financial reporting principles. A. Reporting entity Incorporated in 1856, the City of Monticello is designated as a third-class city (population 10,001 to 20,000) and governed by statutory city code under Optional Plan A in Minnesota statutes. The city falls under section 501(a) of the Internal Revenue Code. The five -member mayor -council is elected on staggered, even -numbered years. Councilors are elected at -large to four-year terms while the mayor is elected to a two-year term. The governing body appoints an administrator to implement policies and oversee daily operations. The accompanying financial statements include all funds, departments, agencies, boards, commissions, and other organizations that comprise the city, along with any component units. Component units are legally separate entities for which the city (primary government) is financially accountable, or for which the exclusion of the component unit would render the financial statements of the primary government misleading. Criteria used to determine if the primary government is financially accountable for a component unit includes whether or not the primary government appoints the voting majority of the potential component unit's governing body, is able to impose its will on the potential component unit, is in a relationship of financial benefit or burden with the potential component unit, or is fiscally depended upon by the potential component unit. The Monticello Economic Development Authority (EDA) is a legally separate entity created pursuant to Minnesota Statutes § 469.090 through § 469.108 to carryout economic and industrial development and redevelopment within the city in accordance with policies established by the City Council. The seven - member Board of Directors consists of two councilmembers and five members from the community appointed by the City Council. Management of the city has complete operational responsibility of the EDA's activities, and the City Council reviews and approves the tax levy and all expenditures for the EDA. Because the council does not make up a majority of the EDA board and there is no financial burden or benefit relationship between the city and EDA, the EDA is reported as a discretely presented component unit of the city as a separate column in the government -wide financial statements. Separate financial statements are not issued for this component unit. The Mayor and Council are responsible for appointing some members of other organizations. However, the city's accountability for these organizations does not extend beyond making appointments. B. Government -wide and fund financial statements The government -wide financial statements (i.e., the statement of net position and the statement of activities) report information on all the activities of the primary government and its component unit. Governmental activities, which normally are supported by taxes and intergovernmental revenues, are reported separately from business -type activities, which rely to a significant extent on fees and charges for support. The statement of activities demonstrates the degree to which the direct expenses of a given function or segment are offset by program revenues. Direct expenses are those that are clearly identifiable with a specific function. Program revenues include 1) charges to customers or applicants who purchase, use, or directly benefit from goods, services, or privileges provided by a given function or segment and 2) grants and contributions that are restricted to meeting the operation or capital requirements of a particular function or segment. Taxes and other items not properly included among program revenues are reported instead as general revenues. Separate financial statements are provided for governmental funds and proprietary funds. Major individual governmental funds and major individual enterprise funds are reported as separate columns in the fund financial statements. Aggregated information for the remaining nonmajor funds is reported in single columns in the respective fund financial statements. The city applies restricted resources first when an expense is incurred for which both restricted and unrestricted resources are available. Depreciation expense is included in the direct expense of each function. Interest on long-term debt of governmental activities is considered an indirect expense and is reported separately on the Statement of Activities. C. Measurement focus, basis of accounting, and financial statement presentation The government -wide financial statements are reported using the economic resources measurement focus and the accrual basis of accounting, as are the proprietary fund financial statements. Revenues are recorded when earned and expenses are recorded when a liability is incurred, regardless of the timing of related cash flows. Property taxes and special assessments, if levied, are recognized as revenues in the year for which they are levied. Grants and similar items are recognized as revenue as soon as all eligibility requirements imposed by the provider have been met. Governmental fund financial statements are reported using the current financial resources measurement focus and the modified accrual basis of accounting. Revenues are recognized as soon as they are both measurable and available. Revenues are considered available when they are collectible in the current period or soon enough thereafter to pay liabilities of the current period. For this purpose, the city considers revenues to be available if they are collected within 60 days of the end of the current fiscal period. Expenditures are recorded when a liability is incurred, as under accrual accounting. However, debt service expenditures, as well as expenditures related to claims and judgments, compensated absences, other post -employment benefits, and net pension liabilities, are recognized as expenditures to the extent they have matured. Capital asset acquisitions are reported as capital outlay expenditures in the governmental funds. Proceeds from long-term debt are reported as other financing sources. Property taxes, franchise taxes, licenses, and investment interest associated with the current fiscal period are all considered to be susceptible to accrual and have been recognized as revenues of the current fiscal period. Only the portion of special assessments receivable due within the current fiscal period is susceptible to accrual as revenue of the current period. All other revenue items are measurable and available only when cash is received by the city. Revenue resulting from exchange transactions, in which each party gives and receives essentially equal value, is recorded on the accrual basis when the exchange takes place. On a modified accrual basis, revenue is recorded in the year in which the resources are measurable and become available. Non-exchange transactions, in which the city receives value without directly giving equal value in return, include property taxes, grants, entitlement and donations. On an accrual basis, revenue from property taxes is recognized in the year for which the tax is levied. Revenue from grants, entitlements and donations is recognized in the year in which all eligibility requirements have been satisfied. Eligibility requirements include timing requirements, which specify the year when the resources are required to be used or the year when use is first permitted, matching requirements, in which the city must provide local recourses to be used for specified purpose, and expenditure requirements, in which the resources are provided to the city of a reimbursement basis. On a modified accrual basis, revenue from non-exchange transactions must also be available before it can be recognized. Major Governmental Funds — The major governmental funds reported by the city are as follows: General Fund — The General Fund is used to account for all financial resources except those required to be accounted for in another fund. Community Center Fund — The Community Center (special revenue) Fund accounts for the revenues and expenditures related to the operations of the community center. In addition to a property tax allocation, the community center generates significant revenue from charges for memberships, program activities, and space rentals. Debt Service Fund — The Debt Service Fund is used to account for the accumulation of resources for and the payment of long-term debt principal, interest, and related costs. Capital Projects Fund — The Capital Projects Fund is used to account for financial resources to be used for the acquisition or construction of major capital facilities and infrastructure (other than those financed by proprietary funds). 36 Major Proprietary Funds — The city reports the following major proprietary (enterprise) funds: Water Fund— The Water Fund is used to account for all activities necessary to provide water services to the residents and businesses of the city. Sewer Fund — The Sewer Fund is used to account for all activities necessary to provide sewer services to the residents and businesses of the city. Stormwater Fund — The Stormwater Fund is used to account for all activities necessary to provide stormwater maintenance and street sweeping services to the residents and businesses of the city. Liquor Fund — The Liquor Fund is used to account for the operations of the city's liquor store. Fiber Optics Fund — The Fiber Optics Fund is used to account for all activities necessary to provide fiber optic services to the residents and businesses of the city. Deputy Registrar Fund — The Deputy Registrar Fund is used to account for the operation of the city's department of motor vehicles. Additionally, the city reports the following fund type: Internal Service Funds — These funds account for the city's benefit accrual, central equipment, and information technology services. Internal service funds operate in a manner similar to enterprise funds; however, they provide services primarily to other city departments. As a general rule, the effect of interfund activity has been eliminated from the government -wide financial statements. Exceptions to this general rule are charges between the city's enterprise funds and various other functions of the city. Elimination of these charges would distort the direct costs and program revenues of the various functions involved. Amounts reported as program revenues include 1) charges to customers or applicants for goods, services, or privileges provided, 2) operating grants and contributions, and 3) capital grants and contributions, including special assessments. Internally dedicated resources are reported as general revenues rather than as program revenues. Likewise, general revenues include all taxes the city has the authority to impose. Proprietary funds distinguish operating revenues and expenses from non-operating items. Operating revenues and expenses generally result from providing services and producing and delivering goods in connection with a proprietary fund's principal ongoing operations. The principal operating revenues of the city's enterprise and internal service funds are charges to customers for sales and services. Operating expenses for enterprise and internal service funds include cost of sales and services, administrative expenses, and depreciation on capital assets. All revenue and expenses not meeting this definition are reported as non-operating revenues and expenses. Aggregated information for the internal service funds is reported in a single column in the proprietary fund financial statements. Because the principal user of the internal services is the city's governmental activities, the financial statements of the internal service funds are consolidated into the governmental column when presented in the government -wide financial statements. The cost of these services is reported in the appropriate functional activity. D. Cash and Investments Cash and investments include balances from all funds that are combined and invested to the extent available in savings accounts, certificates of deposit, U.S. government obligations, and other securities authorized by state statutes. Earnings from investments are allocated to the respective funds based on participation by each fund. For purposes of the Statement of Cash Flows, the city considers all highly liquid debt instruments with an original maturity from the time of purchase by the city of three months or less to be cash equivalents. The proprietary fund's equity in the government -wide cash and investment management pool is considered cash equivalent. Investments are generally stated at fair value, except for investments in external investment pools, which are stated at amortized cost. Short-term highly liquid debt instruments (including commercial paper, banker's acceptances, and U.S. treasury and agency obligations) purchased with a remaining maturity 37 of one year or less are reported at amortized cost. Investment income is accrued at the balance sheet date. The city categorizes its fair value measurements within the fair value hierarchy established by accounting principles generally accepted in the United States of America. The hierarchy is based on the valuation inputs used to measure the fair value of the asset as follows: • Level 1 inputs are quoted prices in active markets for identical assets. • Level 2 inputs are significant other observable inputs. • Level 3 inputs are significant unobservable inputs. Debt securities classified in Level 2 of the fair value hierarchy are valued using a matrix pricing technique. Matrix pricing is used to value securities based on the securities' relationship to benchmark quoted price as outlined in Note 2. E. Property Taxes The city council sets property tax levies each year which are certified to Wright County for collection in the following year. In Minnesota, counties function as collection agents for all property taxes. Wright County spreads all levies over taxable property. Such taxes become a lien on January 1 and are recorded as receivables by the city on that date. Most property taxes can be paid without penalty and interest by taxpayers in two equal installments on May 15 and October 15. Wright County provides tax settlements to cities and other taxing districts three times throughout the year. Within the governmental fund financial statements, the city recognizes property tax revenue when it becomes both measurable and available to finance expenditures of the current period. Taxes which remain unpaid at December 31 are classified as delinquent taxes receivable and are offset by deferred inflows of resources because it is not available to finance current expenditures. Deferred inflows of resources in governmental activities are susceptible to full accrual on the government -wide financial statements. F. Special Assessments Special assessments are levied against the benefiting properties for the assessable costs of special assessment improvement projects in accordance with Minnesota Statutes. The city usually adopts assessment rolls when individual public improvement projects are complete or substantially complete. The assessments are collectible over a term of years generally consistent with the term of years for the related bond issue. Collection of annual installments (including interest) is managed by the county in the same manner as property taxes. Property owners are allowed to prepay total future installments without interest or prepayment penalties. Once a special assessment roll is adopted, the amount attributed to each parcel is a lien upon that property until full payment is made or the amount is determined to be excessive by the city council or court action. If special assessments are left unpaid, the property is subject to tax forfeited sale and the first proceeds of that sale (after costs, penalties, and expenses of sale) are remitted to the city in payment of delinquent special assessments. Generally, the city will collect the full amount of its special assessments not adjusted by city council or court action. Pursuant to state statutes, a property shall be subject to tax forfeit sale after three years of delinquency except for homesteaded, agricultural or seasonal recreational property, which is subject to sale after five years. These assessments are recorded as delinquent (levied, but not yet paid) and deferred (certified, but not yet levied) special assessments receivable, and are offset by deferred inflows of resources in the governmental fund financial statements. Unremitted special assessments are amounts collected by Wright County, but not paid to the city before year-end. IN G. Receivables Utility and miscellaneous accounts receivable are reported at gross value. Since the city is generally able to certify delinquent amounts to the county for collection as special assessments, no allowance for uncollectible accounts has been provided on current receivables. The city contracted with a third party to manage Fibernet beginning on July 1, 2016. On a monthly basis, the city receives amounts billed by Arvig with an estimated portion withheld for uncollectible accounts. Customer receivable balances are carried by Arvig rather than the city. Therefore, no allowance for uncollectible accounts is set up in the proprietary Fiber Optics Fund. A receivable is considered past due if any portion of the receivable balance is outstanding for more than 30 days. Interest is charged on receivables that are considered past due. Accrual of interest is not suspended until a receivable is determined to be uncollectible. Provisions for bad debts would be insignificant and none have been made for 2022. Interest receivable is recorded as revenue in the year the interest is earned and is available to pay liabilities of the current period. The interest receivable balance is reported as one amount in the General Fund while all other funds receive interest revenue distributions in cash. H. Lease Receivable The City's lease receivable is measured at the present value of lease payments expected to be received during the lease term. A deferred inflow of resources is recorded for the lease. The deferred inflow of resources is recorded at the initiation of the lease in an amount equal to the initial recording of the lease receivable. The deferred inflow of resources is amortized on a straight-line basis over the term of the lease. 1. Inventories The inventories of the proprietary funds are stated at cost using the first -in, first -out (FIFO) method. Enterprise fund inventory consists of merchandise held for resale at the city -owned Hi -Way Liquors store. J. Prepaid Items Payments to vendors for services that will benefit future accounting periods are recorded as prepaid. Prepaid items are accounted for using the consumption method. Fund balance in an amount equal to the prepaid balance in the related funds is not available for appropriation, and is, therefore, classified as nonspendable. K. Notes Receivable Notes receivable consist of loans made by the city or EDA to area businesses for development or redevelopment purposes. The terms and interest rates of the individual loans vary. Notes receivable that are passed through to another entity are offset by deferred inflows of resources in the governmental funds. L. Land Held for Resale Land held for resale is recorded in the governmental Capital Project Fund and discretely presented Economic Development Authority Fund component unit at the lower of cost or acquisition value. Fund balances are reported as restricted or assigned in an amount equal to the land's carrying value as these assets are not available for appropriation. M. Capital Assets Capital assets, which include property, plant, equipment, and infrastructure assets (roads, bridges, sidewalks, and similar items) are reported in the applicable governmental or business -type activities columns in the government -wide financial statements and are not reported in the governmental funds financial statements. Such assets are capitalized at historical cost or estimated historical cost for assets where actual historical cost is not available. 39 Donated capital assets are recorded at their estimated acquisition value at the date of donation. The city's capitalization policy divides each asset into a class with a related threshold and useful life as follows: Class of Asset Threshold Level Useful Life (Years) Land $1 N/A Land improvements $50,000 10-20 Building/building improvements $20,000 12-40 Primary infrastructure and utility $75,000 10-40 Secondary infrastructure $25,000 10-40 Equipment $10,000 5-20 Software and non -tangible $10,000 5-20 The cost of normal maintenance and repairs that does not add to the value of the asset or materially extend an asset's useful life is not capitalized. In the case of initial capitalization of general infrastructure assets, the city elected to fully capitalize the infrastructure capital assets regardless of their acquisition date or amount. Capital assets are depreciated using the straight-line method over their estimated useful lives shown in the previous table. Since surplus assets are generally sold for an immaterial amount when no longer needed for city purposes, no salvage value is taken into consideration for depreciation purposes. Capital assets not being depreciated include land and construction in progress. M. Deferred Outflows of Resources In addition to assets, the Statement of Net Position and/or balance sheet will sometimes report a separate section for deferred outflows of resources. This separate financial statement element represents a consumption of net assets that applies to future periods and so will not be recognized as an outflow of resources (expense/expenditure) until that time. The city has two types of items, which arise under a full accrual basis of accounting, that qualify for reporting in this category. Accordingly, the items, deferred other post -employment benefits resources and deferred pension resources, are reported only in the Statement of Net Position. These items result from other post -employment benefits and pension -related actuarial calculations and current year contributions made subsequent to the measurement date. N. Long -Term Liabilities In the government -wide and proprietary fund financial statements, long-term debt and other long-term obligations are reported as liabilities. Bond premiums and discounts, if material, are deferred and amortized over the life of the bonds using the straight-line method. In the fund financial statements, governmental fund types recognize bond premiums and discounts during the period of issuance. Premiums received on debt issuances are reported as other financing sources while discounts on debt issuances are reported as other financing uses. The par amount of debt issued is reported as other financing sources. Issuance costs, whether withheld from the actual debt proceeds received or not, are reported as debt service expenditures. O. Compensated Absences Payable City employees earn vacation and sick leave or paid -time -off (PTO) based upon the number of completed years of service and employment status. All new full-time employees receive PTO, while one employee still receives vacation and sick leave benefits. Full-time employees who resign or leave city employment voluntarily and in good standing, after giving proper notice, shall be compensated for unused days under their respective plan upon termination of employment. PTO is credited at the beginning of each fiscal year for existing employees and prorated for the fiscal year for new and terminated employees. Vacation and sick leave are accrued by pay period. PTO benefit: Up to 320 hours accrued at year-end plus any current year hours earned to their date of severance multiplied by their hourly rate at the time of severance. 40 Vacation benefit: Up to 1 -'/2 times the employees annual accrual multiplied by their hourly rate at the time of severance. Sick leave benefit: One-half of the unused sick leave up to 800 hours and all unused sick leave above 800 hours times their hourly rate at the time of severance. All compensated absences are accrued when incurred in the government -wide and proprietary fund financial statements. The liability for governmental funds is recorded in the Benefit Accrual (internal service) Fund. Resignations and retirements of employees reduce the liability in the Benefit Accrual Fund or the applicable enterprise fund. P. Pensions For purposes of measuring the net pension liability (asset), deferred outflows/inflows of resources, and pension expense, information about the fiduciary net position of the Public Employees Retirement Association (PERA) and Monticello Fire Relief (FRA) and additions to/deductions from each plan's fiduciary net position have been determined on the same basis as they are reported by each plan. For this purpose, plan contributions are recognized as of employer payroll paid dates and benefit payments and refunds are recognized when due and payable in accordance with the benefit terms. Investments are reported at fair value. The General Fund or applicable enterprise fund will be used to liquidate these liabilities. The following is a summary of the net pension liabilities, deferred outflows and inflows of resources, and pension expense reported for the PERA and FRA pension plans as of the year ended December 31, 2022: Pension Plan State-wide, mulit- employer - PERA Single -employer - FRA Q. Deferred Inflows of Resources In addition to liabilities, the Statement of Net Position and/or balance sheet will sometimes report a separate section for deferred inflows of resources. This separate financial statement element represents an acquisition of net assets that applies to future periods and so will not be recognized as an inflow of resources (revenue) until that time. The city has four types of items that qualify for reporting in this category. First, deferred other post -employment benefits and pension resources, which arise under a full -accrual basis of accounting, is reported only in the Statement of Net Position. These amounts are the result of actuarial calculations involving net differences between expected and actual economic experience, changes in actuarial assumptions, net differences between projected and actuarial earnings, and changes in proportion and are deferred and recognized as an inflow of resources in accordance with actuarial calculations. Second, deferred MSA state aid is reported. This amount is the result of an advance of state aid allocated to future periods. Third, unavailable revenue, which arises under the modified accrual basis of accounting, is reported in the governmental funds balance sheet. Governmental funds report unavailable revenue from three sources: property taxes, special assessments, and MSA state aid and grants. These amounts are deferred and recognized as an inflow of resources in the period the amounts become available or are allocated to the city. Fourth, Deferred lease resources are reported in both the fund financial statements and the statement of net position and results from present value calculations related to the lease receivable. 41 Deferred Deferred Net Pension Outflows of Inflows of Pension Liability Resources Resources Expense $ 4,870,820 $ 1,537,606 $ 67,277 $ 806,224 180,758 407,203 180,621 137,845 $ 5,051,578 $ 1,944,809 $ 247,898 $ 944,069 Q. Deferred Inflows of Resources In addition to liabilities, the Statement of Net Position and/or balance sheet will sometimes report a separate section for deferred inflows of resources. This separate financial statement element represents an acquisition of net assets that applies to future periods and so will not be recognized as an inflow of resources (revenue) until that time. The city has four types of items that qualify for reporting in this category. First, deferred other post -employment benefits and pension resources, which arise under a full -accrual basis of accounting, is reported only in the Statement of Net Position. These amounts are the result of actuarial calculations involving net differences between expected and actual economic experience, changes in actuarial assumptions, net differences between projected and actuarial earnings, and changes in proportion and are deferred and recognized as an inflow of resources in accordance with actuarial calculations. Second, deferred MSA state aid is reported. This amount is the result of an advance of state aid allocated to future periods. Third, unavailable revenue, which arises under the modified accrual basis of accounting, is reported in the governmental funds balance sheet. Governmental funds report unavailable revenue from three sources: property taxes, special assessments, and MSA state aid and grants. These amounts are deferred and recognized as an inflow of resources in the period the amounts become available or are allocated to the city. Fourth, Deferred lease resources are reported in both the fund financial statements and the statement of net position and results from present value calculations related to the lease receivable. 41 R. Net Position In the government -wide and proprietary fund financial statements, net position represents the difference between assets and deferred outflows of resources, and liabilities and deferred inflows of resources. Net position is displayed in three components: Net investment in capital assets — Consists of capital assets, net of accumulated depreciation, reduced by any outstanding debt attributable to acquire capital assets. Restricted net position — Consists of net position restricted when there are limitations imposed on their use through external restrictions imposed by creditors, grantors, or laws or regulations of other governments. Unrestricted net position — All other net position that does not meet the definition of "net investment in capital assets" or "restricted." S. Fund Balance Classifications In the fund financial statements, governmental funds report fund balance in classifications that disclose constraints for which amounts in those funds can be spent. These classifications are as follows: • Nonspendable — Consists of amounts that are not in spendable form, such as prepaid items, inventory, and other long-term assets. • Restricted — Consists of amounts related to externally imposed constraints established by creditors, grantors, or contributors; or constraints imposed by state statutory provisions. • Committed — Consists of internally imposed constraints that are established by resolution by the city council, which is the city's highest level of decision-making authority. Those committed amounts cannot be used for any other purpose unless the city council modifies or rescinds the commitment by resolution. • Assigned — Consists of internally imposed constraints. These constraints consist of amounts intended to be used by the city for specific purposes but do not meet the criteria to be classified as restricted or committed. In governmental funds, assigned amounts represent intended uses established by the governing body itself or by an official to which the governing body delegates the authority. Pursuant to city council resolution, the council, city administrator, or finance director are authorized to establish assignments of fund balance. • Unassigned — The residual classification for the General Fund which also reflects negative residual amounts in other funds. When both restricted and unrestricted resources are available for use, it is the city's policy to first use restricted resources, then use unrestricted resources as they are needed. When committed, assigned, or unassigned resources are available for use, it is the city's policy to use resources in the following order: 1) committed, 2) assigned, and 3) unassigned. T. Budget Budgets for the General Fund and all special revenue funds are adopted on a basis consistent with accounting principles generally accepted in the United States of America. Reported budget amounts are as originally adopted or as amended by the city council -approved supplemental appropriations and budget transfers. No budget amendments were adopted during the year. Budget appropriations lapse at year-end. The legal level of budgetary control is at the department level in the General Fund and at the fund level in the major special revenue fund. U. Use of Estimates The preparation of financial statements in conformity with accounting principles generally accepted in the United States of America requires management to make estimates and assumptions that affect the reported amounts of assets, liabilities, and deferred outflows/inflows and disclosure of contingent assets, liabilities, and deferred outflows/inflows at the date of the financial statements and the reported amounts of revenues and expenses/expenditures during the reporting period. Actual results could differ from those estimates. 42 NOTE 2. CASH, CASH EQUIVALENTS, AND INVESTMENTS A. Components of Cash and Investments Cash and investments at year-end consist of the following: Primary Government posits $ 4,851,474 ,estments 45,702,475 sh on hand 8.145 Total cash and investments — Statement of Net Position B. Deposits Total Component Reporting Unit - EDA Entity $ 4,544,081 $ 9,395,555 (139,086) 45,563,389 8,145 $ 50,562,094 $ 4,404,995 $ 54,967,089 In accordance with applicable Minnesota Statutes, the city maintains deposits at depository banks authorized by the city council, including checking accounts and non-negotiable certificates of deposit. The following is considered the most significant risk associated with deposits. Custodial Credit Risk — In the case of deposits, this is the risk that in the event of a bank failure, the city's deposits may be lost. Minnesota Statutes require that all deposits be protected by federal deposit insurance, corporate surety bond, or collateral. The fair value of collateral pledged must equal 110% of the deposits not covered by federal deposit insurance or corporate surety bonds. Authorized collateral includes treasury bills, notes, and bonds; issues of U.S. government agencies; general obligations rated "A" or better; revenue obligations rated "AX or better; irrevocable standard letters of credit issued by the Federal Home Loan Bank; and certificates of deposit. Minnesota Statutes require that securities pledged as collateral be held in safekeeping in a restricted account at the Federal Reserve Bank or in an account at a trust department of a commercial bank or other financial institution that is not owned or controlled by the financial institution furnishing the collateral. The city's investment policy does not provide further requirements regarding custodial credit risk. At year-end, the carrying amount of the city's deposits, including the EDA, was $9,395,555 while the balance on bank records was $9,837,991. All deposits were covered by federal depository insurance, surety bonds, or by collateral held by the city's agent in the city's name. The primary government and the EDA component unit deposits and investments are pooled. C. Investments Custodial Credit Risk — For investments, this is the risk that in the event of a failure of the counterparty to an investment transaction (typically a broker-dealer) the city would not be able to recover the value of its investments or collateral securities that are in the possession of an outside party. The city's investment policy does not provide additional requirements beyond state statutes, but the city typically limits its exposure by purchasing insured or registered investments, or by the control of who holds the securities. Credit Risk — This is the risk that an issuer or other counterparty to an investment will not fulfill its obligations. Minnesota Statutes limit the city's investments to direct obligations or obligations guaranteed by the United States or its agencies; shares of investment companies registered under the Federal Investment Company Act of 1940 that receive the highest credit rating, are rated in one of the two highest rating categories by a statistical rating agency, and all of the investments have a final maturity of 13 months or less; general obligations rated "A" or better; revenue obligations rated "AX or better; general obligations of the Minnesota Housing Finance Agency rated "A" or better; bankers' acceptances of United States banks eligible for purchase by the Federal Reserve System; commercial paper issued by United States corporations or their Canadian subsidiaries, rated of the highest quality category by at least two nationally recognized rating agencies, and maturing in 270 days or less; Guaranteed Investment Contracts guaranteed by a United States commercial bank, domestic branch of a foreign bank, or a 43 United States insurance company, and with a credit quality in one of the top two highest categories; repurchase or reverse purchase agreements and securities lending agreements with financial institutions qualified as a "depository" by the government entity, with banks that are members of the Federal Reserve System with capitalization exceeding $10,000,000; that are a primary reporting dealer in U.S. government securities to the Federal Reserve Bank of New York; or certain Minnesota securities broker-dealers. The city's investment policy does not further address credit risk. Concentration Risk — This is the risk associated with investing a significant portion of the city's investment (5% or more) in the securities of a single issuer, excluding U.S. guaranteed investments (such as treasuries), investment pools, and mutual funds. The city's investment policy requires that no more than 5% of the overall portfolio may be invested in the securities of a single issuer, except for the securities of the U.S. government and in agencies or an external investment pool. Other than the federal government, no single issuer held more than 5% of the city's total investments at December 31, 2022. Interest Rate Risk — This is the risk of potential variability in the fair value of fixed rate investments resulting from changes in interest rates (the longer the period for which an interest rate is fixed, the greater the risk). The city's investment policy does not further address the duration of investments. The Minnesota Municipal Money Market Fund (4M Fund) is a common-law trust organized in accordance with the Minnesota Joint Powers Act, which invests only in investment instruments allowable under Minnesota Statutes. It is an external investment pool regulated by Minnesota statutes and the Board of Directors of the League of Minnesota Cities. The 4M Fund is not registered with the Securities Exchange Commission (SEC), but it follows the same regulatory rules of the SEC. The fair value of the city's position in the pool is the same as the value of the pool shares. The 4M Fund does not have any restrictions on participant withdrawals. The city's investment in the 4M Fund is measured at the net asset value per share provided by the pool, which is based on an amortized cost method that approximates fair value. The city's cash management and investment policy complies with all statutory requirements. Credit Risk Interest Risk - Maturity Duration in Years Fair Value Measurements Less More Percent of Investment Type Rating Agency Using Than 1 1 to 5 5 to 10 Than 10 Total Holdings U.S. agency securities Federal Farm Credit Bank AA+ S&P Level 2 $ - $ 1,387,128 $ 525,451 $ - $ 1,912,579 4.2% Federal Agriculture Mortgage Corporation NIR NIA Level 642,689 642,689 1.4% Federal Home Loan Bank AA+ S&P Level 2 497,775 1,712,538 417,628 309,481 2,937,422 6.4% Federal Home Loan Bank AAA Moody's Level 2 350,476 227,070 - 577,546 1.3% Federal Home Loan Mortgage Corporation AA+ S&P Level 2 - 774,114 - 774,114 1.7% Negotiable certificates of deposit NIR NIA Level 2 1,611,672 12,555,367 2,415,173 16,582,212 36.5% Local government securities AAA S&P Level 2 - 80,806 - 80,806 0.2% Local government securities AA S&P Level 2 296,799 283,924 922,204 150,450 1,653,377 3.6% Local government securities Aaa Moody's Level 2 - 404,784 375,408 - 780,192 1.7% Investment pools and mutual funds NIR NIA Amortized Cost 19,604,257 - - 19,604,257 42.9% Investment pools and mutual funds AAA S&P Amortized Cost 18,195 - - - 18,195 0.0% Total investments $ 22,379,174 $17,344,925 $ 5,379,359 $ 459,931 $ 45,563,389 100.0% D. Cash on hand Cash on hand consists of cash in the possession of the city, including petty cash and change funds. 44 NOTE 3. LEASE RECEIVABLE The City had the following lease receivables as of December 31, 2022: The City leases building space located at 101 Chelsea Road, Monticello, Minnesota, to the Great River Soccer club at the above terms. The lease of this former bowling alley is for the use of recreational areas for soccer practice. The City leases monopole and water tower space to Verizon Wireless to provide for the use of city property to operate and maintain communication equipment. 45 Current Year Issue Maturity Discount Inflow of Balance at Description Date Date Rate Resources Year End Antenna Lease Agreements Great River Soccer Club - Building Space 08/24/21 05/31126 1.80 % $ 14,124 $ 46,769 Verizon Wireless - Monopole Antenna 10/01/14 10/01/44 1.80 29,738 745,743 Verizon Wireless - Water Tower Antenna 05/01/17 05/01/44 1.80 27,154 646,977 Total Lease Receivable $ 1,439,489 The City leases building space located at 101 Chelsea Road, Monticello, Minnesota, to the Great River Soccer club at the above terms. The lease of this former bowling alley is for the use of recreational areas for soccer practice. The City leases monopole and water tower space to Verizon Wireless to provide for the use of city property to operate and maintain communication equipment. 45 NOTE 4. CAPITAL ASSETS Capital asset activities for the year ended December 31, 2022 are as follows: January 1, Transfers and December 31, Beginning Completed Ending Balance Additions Deletions Construction Balance Governmental activities Nondepreciable capital assets Land Construction in progress Total capital assets not depreciated Depreciable capital assets Buildings and systems Machinery and equipment Total capital assets depreciated Less accumulated depreciation for Buildings and systems Machinery and equipment Total accumulated depreciation Net capital assets depreciated Total governmental activities Business -type activities Nondepreciable capital assets Land Construction in progress Total capital assets not depreciated Depreciable capital assets Buildings and systems Machinery and equipment Total capital assets depreciated Less accumulated depreciation for Buildings and systems Machinery and equipment Total accumulated depreciation Net capital assets depreciated Total business -type activities $ 16,903,464 $ - $ - $ - $ 16,903,464 700,918 1,595,033 - (599,247) 1,696,704 17,604,382 1,595,033 - (599,247) 18,600,168 104,840,572 303,634 - 595,249 105,739,455 9,052,011 1,430,956 (430,982) 3,998 10,055,983 113,892,583 1,734,590 (430,982) 599,247 115,795,438 (54,101,519) (3,519,374) - - (57,620,893) (4,707,515) (530,361) 430,982 - (4,806,894) (58,809,034) (4,049,735) 430,982 - (62,427,787) 55,083,549 (2,315,145) - 599,247 53,367,651 $ 72,687,931 $ (720,112) $ - $ - $ 71,967,819 $ 786,010 $ 18,000 $ - $ 804,010 365,874 564,123 -(8,950) 921,047 1,151,884 582,123 - (8,950) 1,725,057 105,904,418 500,130 - 8,950 106,413,498 3,377,654 208,281 (15,353) - 3,570,582 109,282,072 708,411 (15,353) 8,950 109,984,080 (65,146,079) (2,466,069) - - (67,612,148) (2,046,392) (120,952) 15,353 - (2,151,991) (67,192,471) (2,587,021) 15,353 - (69,764,139) 42,089,601 (1,878,610) - 8,950 40,219,941 $ 43,241,485 L(1, $ - $ - $ 41,944,998 Depreciation for the year ended December 31, 2022 was charged to functions/programs as follows: Governmental activities General government $ 35,611 Public safety 256,803 Public works 2,663,553 Recreation and culture 682,012 Capital assets held by the City's internal service funds - charged to the various functions based on usage of assets 411,756 Total depreciation expense - governmental activities $ 4,049,735 Business -type activities Water $ 497,021 Sewer 1,199,870 Stormwater 467,342 Liquor 20,923 Fiber Optics 380,890 Deputy Registrar 20,975 Total depreciation expense - business -type activities $ 2,587,021 46 NOTE 5. COMMITMENTS The city has awarded contracts for various improvement projects. The city's commitments for uncompleted work on these contracts at December 31, 2022 are as follows: Amount Contract Paid Remaining Fund Project Description Amount To -Date 12/31/2022 Capital Projects 2022 Street Improvements $ 950,383 $ 902,864 $ 47,519 Water SCADA Improvements 336,125 319,319 16,806 Sewer SCADA Improvements 336,125 319,319 16,806 Stormwater Stormwater Improvements 481,925 469,606 12,319 $ 2,104,558 $ 2,011,108 $ 93,450 In 2019, the city entered into an investment agreement with Novel Solar Two LLC (Novel) at a solar farm. The city pays Novel $0.119 per kilowatt-hour (kWh) generated. Novel then sells the produced solar energy to Xcel Energy, and, in return, the city receives an energy credit on its monthly electric bills from Xcel Energy. Payments on the contract began in 2020, but amounts vary each month based on kilowatt- hours produced. NOTE 6. LONG-TERM LIABILITIES A. Description The city has the following types of long-term liabilities outstanding at December 31, 2022: • General Obligation Bonds — The general obligation bond issues financed a settlement with telecommunication revenue bondholders, capital equipment purchases in the Central Equipment and Capital Projects funds, and construction of a new fire station. • Special Assessment Bonds — These bonds are payable primarily from special assessments levied on the properties benefiting from the improvements funded by these issues. Any deficiencies in revenue to fund these issues will be provided from general property taxes. • Tax Abatement Bonds — The principal balances on these bonds are payable primarily from a special tax abatement levy, and interest is paid from general property taxes. • General Obligation Revenue Bonds — The outstanding general obligation revenue bond financed improvements to the city's sewer system. They will be repaid from revenues pledged and are backed by the taxing power of the city. Net operating revenues were $2,925,917 and principal and interest payments were $244,405 for a percentage of revenues of 8.4%. • PFA Revenue Note — This note was issued for improvements to the wastewater treatment plant and is payable primarily from user fees which benefit from the improvements. • Compensated Absences — The city provides vacation and sick or paid -time -off (PTO) leave benefits to eligible employees. The liability will be repaid by the Benefit Accrual fund or respective enterprise fund for which each employee is employed. • Total OPEB Liability — The city provides post -employment benefits to certain eligible employees through the city's OPEB Plan. The liability will be repaid based on a pay-as-you-go financing requirement from the General fund or applicable enterprise fund. • Net Pension Liability — City employees participate in one state-wide, multiple -employer, defined benefit pension plan administered by the Public Employees Retirement Association (PERA) per Minnesota state statute. The liability reflects the city's portion of the total net pension liability of the PERA plan based on a percentage of contributions into the plan. The liability will be repaid by the General fund or applicable enterprise fund. 47 Long-term liabilities at year-end are summarized as follows: Governmental activities General obligation bonds 2014A General obligation bonds equipment portion 2019A General obligation bonds CIP portion equipment portion Special assessments bonds 2015B General obligation bonds 2016A General obligation bonds 2017A General obligation bonds 2019A General obligation bonds 2020A General obligation bonds Tax abatement bonds 2017A General obligation bonds 2018A General obligation bonds 2019A General obligation bonds Compensated absences payable Total governmental activities Business -type activities General obligation revenue bonds 2013B Wastewater treatment bonds Public Facility Authority G.O. Sewer Revenue Note (2015A) Compensated absences payable Total business -type activities $ 3,000,000 2.00 - 3.35 % 12/01/2013 12/01/2028 $ 1,325,000 2,214,632 1.06 08/26/2015 08/20/2035 1,485,000 102,325 $ 2,912,325 B. Changes in Long -Term Liabilities Final Original Interest Maturity Balance — Issue Rate % Issue Date Date End of Year 2022 Additions Retirements 2022 $ 515,000 1.00-3.05% 12/18/2014 12/15/2024 $ 120,000 5,350,000 2.00-2.30 09/18/2019 12/15/2034 4,425,000 1,290,000 2.00 09/18/2019 12/15/2028 890,000 2,605,000 1.50-3.00 11/01/2015 12/15/2030 1,500,000 4,900,000 2.00-3.00 11/15/2016 12/15/2030 2,225,000 2,040,000 2.00-2.50 10/24/2017 12/15/2027 1,075,000 320,000 2.00 09/18/2019 12/15/2028 220,000 2,155,000 0.45-2.00 09/09/2020 12/15/2030 1,760,000 2,960,000 2.00-3.00 10/24/2017 12/15/2032 2,085,000 5,000,000 3.00-3.38 10/23/2018 12/15/2032 3,790,000 1,040,000 2.00-2.20 09/18/2019 12/15/2032 825,000 19,221,299 $ 2,495,669 Business -type activities 306,299 $ 19,221,299 $ 3,000,000 2.00 - 3.35 % 12/01/2013 12/01/2028 $ 1,325,000 2,214,632 1.06 08/26/2015 08/20/2035 1,485,000 102,325 $ 2,912,325 B. Changes in Long -Term Liabilities January 1, December 31, Due Within 2022 Additions Retirements 2022 One Year Governmental activities General obligation bonds $ 5,960,000 $ - $ (525,000) $ 5,435,000 $ 530,000 Special assessment bonds 8,050,000 - (1,270,000) 6,780,000 1,100,000 Tax abatement bonds 7,280,000 - (580,000) 6,700,000 590,000 Add premiums on bonds 18,869 - (18,869) - - Compensated absences payable 296,874 273,568 (264,143) 306,299 275,669 Total governmental activities $ 21,605,743 $ 273,568 $ (2,658,012) $ 19,221,299 $ 2,495,669 Business -type activities General obligation revenue bonds $ 1,525,000 $ - $ (200,000) $ 1,325,000 $ 205,000 PFA Revenue Note 1,591,000 - (106,000) 1,485,000 107,000 Add premiums on bonds 15,553 - (15,553) - - Compensated absences payable 95,590 97,675 (90,940) 102,325 92,092 Total business -type activities $ 3,227,143 $ 97,675 $ (412,493) $ 2,912,325 $ 404,092 Component Unit activities Compensated absences payable $ 12,010 $ 7,236 $ (5,499) $ 13,747 $ 12,372 C. Minimum Debt Payments Minimum annual principal and interest payments to maturity for bonds payable are as follows: Governmental Activities Business -Type Activities Special Year Ending General Obligation Bonds Assessment Bonds Tax Abatement Bonds General Obligation Bonds PFA Revenue Note December 31, Principal Interest Principal Interest Principal Interest Principal Interest Principal Interest 2023 $ 530,000 $ 113,288 $ 1,100,000 $ 143,743 $ 590,000 $ 186,573 $ 205,000 $ 39,705 $ 107,000 $ 15,786 2024 540,000 102,148 1,120,000 120,893 605,000 171,473 210,000 34,375 108,000 14,648 2025 490,000 90,718 1,145,000 97,618 625,000 155,973 215,000 28,600 109,000 13,500 2026 500,000 80,918 1,165,000 77,150 640,000 139,973 225,000 22,150 111,000 12,341 2027 510,000 70,918 730,000 51,825 655,000 122,573 230,000 15,400 112,000 12,341 2028-2032 2,050,000 216,503 1,520,000 64,950 3,585,000 327,965 240,000 8,040 577,000 37,726 2033-2037 815,000 27,973 - - 361,000 7,707 $ 5,435,000 $ 702,466 $ 6,780,000 $ 556,178 $ 6,700,000 $ 1,104,528 $ 1,325,000 $ 148,270 $ 1,485,000 $ 114,050 D. Legal Debt Margin Under Minnesota State Statutes, the general obligation bonded debt issued by the city is subject to a legal debt limitation based on 3 percent of market value. At December 31, 2022, the city's legal debt margin was $65,668,876. The statutes provide that debt issues supported by tax increment, special assessment revenues or available dedicated reserves are excluded from the total limited debt. E. Conduit Debt From time to time, the city has issued bonds or notes to provide financial assistance to private sector entities for the acquisition and construction of housing or commercial facilities deemed to be in the public interest. The bonds or notes are secured by the property financed and are payable solely from payments received on the underlying mortgage loans or leases. Upon repayment of the bonds, ownership of the acquired facilities transfers to the private sector entity served by the bond issuance. The city is not obligated in any manner for repayment of the bonds or notes. Accordingly, the bonds are not reported as liabilities in the accompanying financial statements. No new conduit debt was issued in 2022. Entity Issue Date Original Issue Current Balance Ice Arena Project 2014 Revenue Refunding Note 9/4/2014 $ 1,111,000 $ 640,754 Swan River 2017A and 2017B Educational Facilities Revenue Notes 10/2/2017 2,225,000 1,782,392 F. Pay -As -You -Go Tax Increment Notes The city, in order to spur economic development and redevelopment, has entered into private development and redevelopment agreements to encourage developers to construct, expand, or improve new or existing properties and buildings or clean-up and redevelop blighted areas. These agreements may in substance be a tax abatement but will depend on their individual circumstances. G. Abatements The city is authorized to create a tax increment financing plan under Minnesota Statute 469.175. The criteria that must be met under the statute are that, in the opinion of the municipality: • the proposed development or redevelopment would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future; and • the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the district permitted by the plan. The requirements of this item do not apply if the district is a housing district; • that the tax increment financing plan conforms to the general plan for the development or redevelopment of the municipality as a whole; and • that the tax increment financing plan will afford maximum opportunity, consistent with the sound needs of the municipality as a whole, for the development or redevelopment of the project by private enterprise. 49 The city has development agreements with private developers for properties in the city's tax increment districts. As part of the agreements, the city has agreed to reimburse the developers for certain costs through pay-as-you-go tax increment notes. These notes provide for the payment of principal equal to the developers' costs, plus interest at rates ranging from 5.5% to 8.5% (interest accrual commencing upon the developer completing the project). Payments of the notes will be made at the lesser of the scheduled note payments or the actual net tax increment received during the period specified in the agreement. The notes, classified as abatements, will be canceled at the end of the agreement term, whether it has been fully repaid or not. The city currently has two agreements that would be considered tax abatements under GASB Statement 77. The outstanding principal balances as of December 31, 2022 are listed in the following table. These notes are not included in the city's long-term debt, because repayment is required only to the extent sufficient tax increments are received. The city's position is that this is an obligation to assign future and uncertain revenue sources and is not actual debt in substance. Amount of taxes Outstanding Date of abated during principal balance required Name Purpose the fiscal year at year-end decertification 1-22 Downtown Redevelopment activities in 1997 Downtown District and 2010 Embracing Downtown plans $ 12,191 $ 184,816 12/31/2024 1-40 Briggs 60 -unit elderly (senior citizen) housing facility $ 44,603 $ 785,000 12/31/2045 H. Arbitrage Rebate In accordance with the provisions of Section 148(f) of the Internal Revenue Code of 1986, as amended, bonds must satisfy certain arbitrage rebate requirements. Positive arbitrage is the excess of (1) the amount earned on investments purchased with bond proceeds over (2) the amount that such investments would have earned had such investments been invested at a rate equal to the yield on the bond issue. To comply with the arbitrage rebates requirements, positive arbitrage must be paid to the U.S. treasury at the end of each five-year anniversary date of the bond issue. As of December 31, 2022, there are no arbitrage rebates owed. I. Revenue Pledged Future revenue pledged for the payment of long-term debt is as follows: NOTE 7. DEFINED BENEFIT PENSION PLANS — STATE-WIDE A. Plan Description The city participates in the General Employees Retirement Fund (GERF) cost-sharing multiple -employer defined benefit pension plan administered by the Public Employees Retirement Association of Minnesota (PERA). PERA's defined benefit pension plans are established and administered in accordance with Minnesota Statutes, Chapters 353 and 356. PERA's defined benefit pension plans are tax qualified plans 01 2013B G.O. Wastewater Description Treatment Bonds PFA Note Use of proceeds Sewer Fund Sewer Fund Revenue pledged Type Utility charges Utility charges Percent of total debt service 48% 52% Term of pledge 2013-2028 2015-2035 Remaining principal & interest $ 1,473,270 $ 1,599,050 Current year Principal and interest paid $ 244,405 $ 122,912 Pledged revenue received $ 1,404,440 $ 1,521,477 NOTE 7. DEFINED BENEFIT PENSION PLANS — STATE-WIDE A. Plan Description The city participates in the General Employees Retirement Fund (GERF) cost-sharing multiple -employer defined benefit pension plan administered by the Public Employees Retirement Association of Minnesota (PERA). PERA's defined benefit pension plans are established and administered in accordance with Minnesota Statutes, Chapters 353 and 356. PERA's defined benefit pension plans are tax qualified plans 01 under Section 401 (a) of the Internal Revenue Code. General Employees Retirement Fund (General Employees Plan) All full-time and certain part-time employees of the city are covered by the General Employees Plan. General Employees Plan members belong to the Coordinated Plan. Coordinated Plan members are covered by Social Security. B. Benefits Provided PERA provides retirement, disability, and death benefits. Benefit provisions are established by state statute and can only be modified by the state legislature. Vested, terminated employees who are entitled to benefits but are not receiving them yet are bound by the provisions in effect at the time they last terminated their public service. General Employees Plan Benefits Benefits are based on a member's highest average salary for any five successive years of allowable service, age, and years of credit at termination of service. Two methods are used to compute benefits for PERA's Coordinated Plan members. Members hired prior to July 1, 1989, receive the higher of Method 1 or Method 2 formulas. Only Method 2 is used for members hired after June 30, 1989. Under Method 1, the accrual rate for Coordinated members is 1.2% of average salary for each of the first 10 years of service and 1.7% of average salary for each additional year. Under Method 2, the accrual rate for Coordinated members is 1.7% of average salary for all years of service. For members hired prior to July 1, 1989 a full annuity is available when age plus years of service equal 90 and normal retirement age is 65. For members hired on or after July 1, 1989, normal retirement age is the age for unreduced Social Security benefits capped at 66. Benefit increases are provided to benefit recipients each January. The postretirement increase is equal to 50% of the cost -of -living adjustment (COLA) announced by the Social Security Administration, with a minimum increase of at least 1.0% and a maximum of 1.5%. Recipients that have been receiving the annuity or benefit for at least a full year as of the June 30 before the effective date of the increase will receive the full increase. Recipients receiving the annuity or benefit for at least one month but less than a full year as of June 30 before the effective date of the increase will receive a reduced prorated increase. For members retiring on January 1, 2024, or later, the increase will be delayed until normal retirement age (age 65 if hired prior to July 1, 1989, or age 66 for individuals hired on or after July 1, 1989). Members retiring under Rule of 90 are exempt from the delay to normal retirement. C. Contributions Minnesota Statutes Chapter 353 sets the rates for employer and employee contributions. Contribution rates can only be modified by the state legislature. General Employees Fund Contributions Coordinated Plan members were required to contribute 6.50% of their annual covered salary in fiscal year 2022, and the city was required to contribute 7.50% for Coordinated Plan members. The city's contributions to the General Employees Fund for the year ended December 31, 2022, were $363,693. The city's contributions were equal to the required contributions as set by state statute. D. Pension Costs General Employees Fund Pension Costs At December 31, 2022, the city reported a liability of $4,870,820 for its proportionate share of the General Employees Fund's net pension liability. The city's net pension liability reflected a reduction due to the State of Minnesota's contribution of $16 million. The State of Minnesota is considered a non -employer contributing entity and the state's contribution meets the definition of a special funding situation. The State of Minnesota's proportionate share of the net pension liability associated with the city totaled $142,791. The net pension liability was measured as of June 30, 2022, and the total pension liability used to calculate the net pension liability was determined by an actuarial valuation as of that date. The city's proportionate share of the net pension liability was based on the city's contributions received by PERA 51 during the measurement period for employer payroll paid dates from July 1, 2021, through June 30, 2022, relative to the total employer contributions received from all PERA's participating employers. The city's proportionate share was 0.0615%, which was an increase of 0.0035% from its proportionate share at June 30, 2021. For the year ended December 31, 2022, the city recognized pension expense of $784,888 for its proportionate share of the General Employees Fund's pension expense. In addition, the city recognized an additional $21,336 as pension expense (and grant revenue) for its proportionate share of the State of Minnesota's contribution of $16 million to the General Employees Fund. At December 31, 2022, the city reported its proportionate share of the General Employees Plan's deferred outflows of resources and deferred inflows of resources related to pensions from the following sources: Differences between expected and actual economic experience Changes in actuarial assumptions Net collective difference between projected and actual investment earnings Changes in proportion Contributions paid to PERA subsequent to the measurement date Total Primary Government Component Unit - EDA Deferred Outflows Deferred Inflows Deferred Outflows Deferred Inflows of Resources of Resources of Resources of Resources $ 39,689 $ 47,782 $ 995 $ 1,198 1,016,031 17,849 25,484 448 172,028 - 4,315 - 94,989 - 2,382 - 177,247 - 4,446 $ 1,499,984 $ 657631 $ 37,622 $ 1.646 $181,693 reported as deferred outflows of resources related to pensions resulting from the city and component unit's contributions subsequent to the measurement date will be recognized as a reduction of the net pension liability in the year ended December 31, 2023. Other amounts reported as deferred outflows and deferred inflows of resources related to pensions, excluding the contributions subsequent to the measurement date, will be recognized in pension expense as follows: Year ended Primary Component December 31, Government Unit - EDA 2023 $ 474,665 $ 11,905 2024 469,709 11,781 2025 (116,982) (2,934) 2026 429,714 10,778 $ 1,257,106 $ 31,530 E. Long -Term Expected Return on Investment The State Board of Investment, which manages the investments of PERA, prepares an analysis of the reasonableness on a regular basis of the long-term expected rate of return using a building-block method in which best -estimate ranges of expected future rates of return are developed for each major asset class. These ranges are combined to produce an expected long-term rate of return by weighting the expected future rates of return by the target asset allocation percentages. The target allocation and best estimates of geometric real rates of return for each major asset class are summarized in the following table - Long -Term Target Expected Real Asset Class Allocation Rate of Return Domestic equity 33.5% 5.10% International equity 16.5% 5.30% Fixed income 25.0% 0.75% Private Markets 25.0% 5.90% Total 100.0% 52 F. Actuarial Methods and Assumptions The total pension liability in the June 30, 2022, actuarial valuation was determined using an individual entry -age normal actuarial cost method. The long-term rate of return on pension plan investments used in the determination of the total liability is 6.5 percent. This assumption is based on a review of inflation and investments return assumptions from a number of national investment consulting firms. The review provided a range of return investment return rates deemed to be reasonable by the actuary. An investment return of 6.5 percent was deemed to be within that range of reasonableness for financial reporting purposes. Inflation is assumed to be 2.25 percent for the General Employees Plan. Benefit increases after retirement are assumed to be 1.25 percent for the General Employees Plan Salary growth assumptions in the General Employees Plan range in annual increments from 10.25 percent after one year of service to 3.0 percent after 27 years of service. Mortality rates for the General Employees Plan are based on the Pub -2010 General Employee Mortality Table. The tables are adjusted slightly to fit PERA's experience. Actuarial assumptions for the General Employees Plan are reviewed every four years. The most recent four-year experience study for the General Employees Plan was completed in 2019. The assumption changes were adopted by the Board and became effective with the July 1, 2020 actuarial valuation. The following changes in actuarial assumptions and plan provisions occurred in 2022: • Changes in Actuarial Assumptions: The mortality improvement scale was changed from Scale MP -2020 to Scale MP -2021. • Changes in Plan Provisions: There were no changes in plan provisions since the previous valuation. G. Discount Rate The discount rate used to measure the total pension liability in 2022 was 6.50%. The projection of cash flows used to determine the discount rate assumed that contributions from plan members and employers will be made at the rates set in Minnesota Statutes. Based on these assumptions, the fiduciary net position of the General Employees Fund was projected to be available to make all projected future benefit payments of current plan members. Therefore, the long-term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. H. Pension Liability Sensitivity The following presents the city's proportionate share of the net pension liability calculated using the discount rate disclosed in the preceding paragraph, as well as what the city's proportionate share of the net pension liability would be if it were calculated using a discount rate 1 percentage point lower or 1 percentage point higher than the current discount rate: City Proportionate Share of NPL 1 % Decrease Discount 1% Increase (5.50%) Rate (6.50%) (7.50%) General Employees Fund Primary Government $ 7,505,467 Component Unit - EDA 188,249 Total $ 7.693.716 I. Pension Plan Fiduciary Net Position $ 4,751,641 119,179 $ 4,870,820 $ 2,555,610 62,530 $ 2,618,140 Detailed information about the General Employees Fund pension plan's fiduciary net position is available in a separately issued PERA financial report that includes financial statements and required supplementary information. That report may be obtained on the Internet at www.mnpera.org. 53 NOTE 8. PUBLIC EMPLOYEES DEFINED CONTRIBUTION PENSION PLANS All council members of the city are covered by the Public Employees Defined Contribution Plan, a multiple -employer deferred compensation plan administered by PERA. However, only two of the five Council members choose to participate in the plan. The Defined Contribution Plan is a tax qualified plan under Section 401(a) of the Internal Revenue Code and all contributions by or on behalf of employees are tax deferred until time of withdrawal. Plan benefits depend solely on amounts contributed to the plan plus investment earnings, less administrative expenses. Minnesota Statutes, Chapter 353D.03, specifies plan provisions, including the employee and employer contribution rates for those qualified personnel who elect to participate. An eligible elected official who decides to participate contributes 5% of salary which is matched by the elected official's employer. Employer and employee contributions are combined and used to purchase shares in one or more of the seven accounts of the Minnesota Supplemental Investment Fund. For administering the plan, PERA receives 2% of employer contributions and twenty-five hundredths of 1% (0.25%) of the assets in each member's account annually. Total contributions made by the city during fiscal year 2022 were: Contribution Amount % of Covered Payroll Required Employee Employer Employee Employer Rate $ 705 $ 705 5.00% 5.00% 5.00% NOTE 9. DEFINED BENEFIT PENSION PLAN - MONTICELLO FIRE RELIEF ASSOCIATION A. Plan Description All members of the Monticello Fire Department (the Department) are covered by a defined benefit plan administered by the Monticello Fire Relief Association (the Association). As of December 31, 2022, the plan covered 30 active firefighters and 6 retirees and beneficiaries. The plan is a single -employer retirement plan that is established and administered in accordance with Minnesota statute, chapter 69. The Association maintains a separate Special fund to accumulate assets to fund the retirement benefits earned by the Department's membership. Funding for the Association is derived from voluntary contributions from the city and 2% fire aid from the State of Minnesota, as well as from investment income. B. Benefits Provided Upon approval by the Board of Trustees, lump sum retirement benefits are paid or deferred as follows: Each member who is at least 50 years of age, has retired from the fire department, has served at least 10 years of active service with such department before retirement and has been a member of the Association in good standing at least 10 years prior to such retirement, shall be entitled to a lump sum service pension in the amount of $5,100 for each year of service but not exceeding the maximum amount per year of service allowed by law for the minimum average amount of available financing per firefighter as prescribed by laws. A year of service may be prorated to twelve monthly slices if a full year of active service is not reached. If a member of the Association shall become permanently and totally disabled, the Association shall pay the sum of $5,100 for each year the member was an active member of the Association. If a member who received a disability pension subsequently recovers and returns to active duty, the disability pension is deducted from the service pension as approved by the Board of Trustees. According to the bylaws of the Association and pursuant to Minnesota Statutes, members who retire with less than 20 years of service and have reached the age of 50 years and have completed at least 10 years of active membership are entitled to a reduced service pension not to exceed the amount calculated by multiplying the member's service pension for the completed years of service times an applicable nonforfeitable percentage. During the time a member is on deferred vested pension (not yet reached age 50), they will earn interest on the deferred benefit amount at a rate determined by the Board of Trustees, up to 5%, compounded annually. A deferred vested member will not be eligible for disability benefits. 54 C. Contributions Minnesota statutes, chapters 424 and 424A authorize pension benefits for volunteer fire relief associations. Contributions by the city are determined as follows: • Normal cost for next year (increase in pension benefit obligation) • Plus, estimated expenses for next year and 10% of any deficits • Less anticipated income next year and 10% of any surplus The plan is funded by fire state aid, investment earnings and, if necessary, employer contributions as specified in Minnesota statutes and voluntary city contributions (if applicable). The State of Minnesota contributed $146,181 in fire state aid to the plan on behalf of the city Fire Department for the year ended December 31, 2022, which was recorded as a revenue. Required employer contributions are calculated annually based on statutory provisions. The city's statutorily required contributions to the plan for the year ended December 31, 2022 were $146,181. The city's contributions were equal to the required contributions as set by state statute. The city made no voluntary contributions to the plan. Furthermore, the members have no obligation to contribute to the plan. D. Actuarial Assumptions The total pension liability at December 31, 2022 was determined using the entry age cost method and the following assumptions: Retirement eligibility at 100% service pension at age 50 and 20 years of service, early vested retirement at age 50 with 10 years of service vested at 60% and increased by 4% for each additional year of service up to 20 and eligibility for deferred service pension payable at age 50 and 20 years of service. Benefit increases 2.00% per year Cost of living increases 2.10% per year Investment rate of return 3.57% 20 year municipal bond yield 2.06% E. Pension Costs At December 31, 2022, the city reported a net pension liability of $180,758 for the FRA plan. The total pension liability used to calculate the net pension liability in accordance with GASB 68 was determined by Robinson Associates LLC applying an actuarial formula to specific census data certified by the fire department as of December 31, 2022. For the year ended December 31, 2022, the Fire Department recognized a pension expense of $137,845. At December 31, 2022, the fire relief reported deferred outflows/inflows of resources as follows: Differences between expected and actual economic experience Changes in actuarial assumptions Net difference between projected and actual investment earnings Deferred Deferred Outflows Inflows of Resources of Resources $ 225,256 $ 174,874 43,205 5,747 138,742 - $ 407,203 $ 180,621 55 Amounts reported as deferred outflows and inflows of resources related to pensions will be recognized in pension expense as follows: Yearended December 31, Pension Expense Amount 2023 $ 10,459 2024 35,288 2025 52,445 2026 63,571 2027 5,755 Thereafter 59,064 $ 226,582 The 3.57% long-term expected rate of return on pension plan investments was determined using a building-block method in which best estimates for expected future real rates of return (expected returns, net of inflation) were developed for each asset class using the plan's target investment allocation along with long-term return expectations by asset class. Inflation expectations were applied to derive the nominal rate of return for the portfolio. The target allocation and best estimates of arithmetic real rates of return for each major asset class are summarized in the following table: Long-term Target Expected Real Asset Class Allocation Rate of Return Cash Mutual funds F. Changes in the Net Pension Liability (Asset) Beginning balance 12/31/2021 Changes for the year Service cost Interest on total pension liability Differences between actual and expected experience in measurement of TPL Contributions from employer Supplemental benefits reimbursed Net investment income Benefit payments Administrative expenses Ending balance 12/31/22 1.1% -1.09% 98.9% 2.47% 100.0% Total Plan Net Pension Pension Fiduciary Liability Liability (TPL) Net Position (Asset) (a) (b) (a -b) $ 1,459,556 $ 1,712,617 $ (253,061) 111,576 - 111,576 50,536 - 50,536 185,765 - 185,765 - 146,181 (146,181) - 3,000 (3,000) - (228,981) 228,981 (199,527) (199,527) - - (6,141) 6,141 $ 1,607,907 $ 1,427,149 $ 180,758 Wl G. Discount Rate The discount rate used to measure the total pension liability was 3.57%. The projection of cash flows used to determine the discount rate assumed that contributions to the FRA plan will be made as specified in statute. Based on that assumption and considering the funding ratio of the plan, the fiduciary net position was projected to be available to make all projected future benefit payments of current active and inactive members. Therefore, the long-term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. H. Pension Asset Sensitivity The following presents the city's net pension liability (asset) for the FRA plan, calculated using the discount rate disclosed in the preceding paragraph, as well as what the city's net pension liability (asset) would be if it were calculated using a discount rate 1 percentage point lower or 1 percentage point higher than the current discount rate: 1 % Decrease 1 % Increase In Discount Discount In Discount Rate (2.57%) Rate (3.57%) Rate (4.57%) Net Pension Liability $ 275,285 $ 180,758 $ 103,391 I. Pension Plan Fiduciary Net Position The Association issues a publicly available financial report that includes financial statements and required supplementary information. A copy of the report may be obtained at Monticello City Hall. NOTE 10. OTHER POST -EMPLOYMENT BENEFITS (OPEB) PLAN A. Plan Description The city provides post -employment insurance benefits to certain eligible employees through its OPEB Plan, a single -employer defined benefit plan administered by the city. All post -employment benefits are based on contractual agreements with employee groups. Eligibility for these benefits is based on years of service and/or minimum age requirements. These contractual agreements do not include any specific contribution or funding requirements. The Retiree Health Plan does not issue a publicly available financial report. No plan assets are accumulated in a trust that meets the criteria in paragraph 4 of GASB Statement No. 75. B. Benefits Provided All retirees of the city upon retirement have the option under state law to continue their medical insurance coverage through the city. For members of certain employee groups, the city pays for all or part of the eligible retiree's premiums for medical and/or dental insurance from the time of retirement until the employee reaches the age of eligibility for Medicare. Benefits paid by the city differ by bargaining unit and date of hire, with some contracts specifying a certain dollar amount per month, and some covering premium costs as defined within each collective bargaining agreement. Retirees not eligible for these city -paid premium benefits must pay the full city premium rate for their coverage. The city is legally required to include any retirees for whom it provides health insurance coverage in the same insurance pool as its active employees until the retiree reaches Medicare eligibility, whether the premiums are paid by the city or the retiree. Consequently, participating retirees are considered to receive a secondary benefit known as an "implicit rate subsidy." This benefit relates to the assumption that the retiree is receiving a more favorable premium rate than they would otherwise be able to obtain if purchasing insurance on their own, due to being included in the same pool with the city's younger and statistically healthier active employees. C. Contributions The required contribution is based on projected pay-as-you-go financing requirements, with additional amounts to prefund benefits as determined periodically by the city. The city's current year required pay- as-you-go contributions to finance the benefits described in the previous section totaled $7,684. 57 D. Membership Membership in the plan consisted of the following as of the latest actuarial valuation: Retirees and beneficiaries receiving benefits Active plan members Total members Primary Component Government Unit - EDA Total 1 q7 qR - 1 1 38 1 39 E. Total OPEB Liability of the City The city's total OPEB liability of $168,404 as of year-end was measured as of January 1, 2022 and was determined by an actuarial valuation as of January 1, 2022. F. Actuarial Assumption The total OPEB liability was determined by an actuarial valuation as of January 1, 2022, using the following actuarial assumptions, applied to all periods included in the measurement, unless otherwise specified: Discount rate 20 -year municipal bond yield Inflation rate Salary increases Medical trend rate 2.00% 2.00% 2.00% 3.00% 6.5% grading to 5.0% over 6 years, then to 4.0% over 48 years The actuarial assumptions used in the latest valuation were based on those used to value pension liabilities for Minnesota city employees. The state pension plans base their assumptions on periodic experience studies. Economic assumptions are based on input from a variety of published sources of historical and projected future financial data. Each assumption was reviewed for reasonableness with the source information as well as for consistency with the other economic assumptions. Since the plan is not funded by an irrevocable trust, the discount rate is equal to the 20 -year municipal bond yield rate of 2.00%, which was set by considering published rate information for 20 -year high quality, tax-exempt, general obligation municipal bonds as of the measurement date. Mortality rates were based on the Pub -2010 Public Retirement Plans General Headcount -Weighted Mortality Tables with MP -2020 Generational Improvement Scale. Future retirees electing coverage is assumed to be 50% with 30% of those electing family coverage. G. Changes in the Total OPEB Liability Beginning balance Changes for the year Service cost Interest Changes in assumptions Differences between expected and actual experii Benefit payments — employer financed Ending balance Primary Component Total OPEB Government Unit - EDA Liability 4z 1rlQ7an � 1)`�1Q 4z irli inQ 11,253 349 11,602 3,277 101 3,378 (7,453) (231) (7,684) 7 n77 OI a 7 Dar, $ 165,867 $ 2,537 $ 168,404 Assumption changes since the prior measurement date include the following: • The health care trend rates were changed to better anticipate short term and long-term medical increases. • The mortality tables were updated from the RP -2014 White Collar Mortality Tables with MP - 2018 Generational Improvement Scale to the Pub -2010 Public Retirement Plans General Headcount -Weighted Mortality Tables with MP -2020 Generational Improvement Scale. • The salary increase rates were changed from a flat 3.00% per year for all employees to rates which vary by service. • The retirement and withdrawal tables were updated. • The inflation rate was changed from 2.50% to 2.00%. • The discount rate was changed from 3.80% to 2.00%. H. Total OPEB Liability Sensitivity to Discount and Health -Care Cost Trend Rate Changes The following presents the total OPEB liability of the city, as well as what the city's total OPEB liability would be if it were calculated using a discount rate that is 1 percentage point lower or 1 percentage point higher than the current discount rate: Discount Sensitivity 1 % Decrease in Discount 1% Increase in Discount Rate Rate Discount Rate OPEB discount rate 1.00% 2.00% 3.00% Primary Government $172,819 $165,867 $154,149 Component Unit - EDA 5,345 2,537 4,768 The following presents the total OPEB liability of the city, as well as what the city's total OPEB liability would be if it were calculated using healthcare cost trend rates that are 1 percentage point lower or 1 percentage point higher than the current healthcare cost trend rates: 1 % Decrease in Healthcare Trend 1% Increase in Healthcare Trend Rate Rate Healthcare Trend Rate OPEB medical trend rate 5.25% decreasing to 6.25% decreasing to 7.25% decreasing to 4.00% over 5 years 5.00% over 5 years 6.00% over 5 years Primary Government $147,215 $165,867 $182,281 Component Unit - EDA 4,553 2,537 5,638 I. OPEB Expense and Related Deferred Outflows of Resources and Deferred Inflows of Resources For the current year ended, the city recognized OPEB expense of ($10,996). As of year-end, the city reported deferred outflows of resources and deferred inflows of resources related to OPEB from the following sources: Primary Government Component Unit - EDA Deferred Deferred Deferred Deferred Outflows Inflows Outflows Inflows of Rocni iri-ac of Pncni ir�nc of Q?o ir- of Doi -- Liability gains $ 4,188 $ 79,867 $ 77 $ 482 Assumption changes 136 870 2 5 Benefit payments after the measurement date 8,546 - 158 - Total $ 12,870 $ 80,737 $ 237 $ 487 59 Amounts reported as deferred outflows and inflows of resources related to OPEB, excluding benefit payments after the measurement date, will be recognized in OPEB expense as follows: Year Ending Primary Component December 31, Government Unit - EDA 2022 $ (25,838) $ (138) 2023 (25,838) (138) 2024 (25,828) (138) 2025 1,091 6 $ (76,413) $ (408) NOTE 11. FUND BALANCES At December 31, 2022, a summary of the city's governmental fund balance classifications are as follows: Component Unit Debt Economic General Community Service Capital Nonmajor Development Fund Center Fund Projects Funds Total Authority Nonspendable Prepaid items $ 113,530 $ 25,932 $ $ $ 518 $ 139,980 $ 2,362 Restricted Debt service - - 974,305 - - 974,305 - Economic development - - 898,209 898,209 1,280,119 Perpetual cemetery care 117,325 117,325 - Tax increment - - - - 636,647 Total restricted - 974,305 1,015,534 1,989,839 1,916,766 Assigned Capital improvements - - 10,868,750 2,566,196 13,434,946 - Economic development - - - - - 4,966,932 Community center operations - 423,487 - - 423,487 - Total assigned - 423,487 10,868,750 2,566,196 13,858,433 4,966,932 Unassigned 6,929,266 - - - 6,929,266 - Total $ 7,042,796 $ 449,419 $ 974,305 $ 10,868,750 $ 3,582,248 $ 22,917,518 $ 6,886,060 NOTE 12. INTERFUND TRANSFERS Interfund transfers for the year ended December 31, 2022 are as follows: Governmental funds General $ - $ 150,000 Debt Service - 108,801 Capital Projects 108,801 - Total governmental funds 108,801 258,801 Internal service funds Facilities Maintenance 150,000 - $ 258,801 $ 258,801 The following schedule reflects each fund transfer: Transfers In Transfers Out Capital Projects 2011 A GO Bond Facilities Maintenance General Fund Amount 108,801 (1) 150,000 (2) Total $ 258,801 (1) Transfer to close 2011A Bond Fund (2) Transfer to create fund reserves in internal service fund created in 2021 NOTE 13. RISK MANAGEMENT AND LITIGATION The city is exposed to various risks of losses related to torts; theft of, damage to, and destruction of assets; errors and omissions; injuries to employees; and natural disasters. For the past several years, the city has obtained insurance coverage from various trusts administered by the League of Minnesota Cities Insurance Trust (LMCIT). Additionally, the city has effectively managed risk through various employee education and prevention programs. All risk management activities are accounted for in the appropriate fund. Expenditures and claims are recognized when it is probable that a loss has occurred, the amount of the loss can be reasonably estimated, and the loss amount exceeds insurance coverage. In determining claims, events that might create claims, but for which none have been reported, are considered. The city attorney estimates that the amount of actual or potential claims against the city as of December 31, 2022 will not materially affect the financial condition of the city. Workers compensation coverage is procured through Travelers Insurance, a private insurance company. The city has never had to contribute any additional funds beyond the annual standard premium and deductibles, which is $1,000 per occurrence. The city's annual premium reflects a base rate based on number of employees, total employee compensation, and history of workplace injuries. The city provides health benefit coverage to all full-time employees and certain part-time employees who meet personnel policy set criteria. The city pays a portion of the premium, which is set annually by council action, and is not obligated to make any other payments. The city also purchases property, vehicle, liability, and various other insurance coverages from the LMCIT. The standard deductible for most claims is $1,000. State statute sets tort limits for most liability claims at $500,000 per individual and $1,500,000 for all claimants for one incident. Annually, the council can waive the tort limits, but has chosen not to without exception. The city periodically receives a dividend from LMCIT and has never had to contribute additional funds beyond premiums and deductibles. There were no significant reductions in insurance coverage from the previous year and there were no settlements in excess of insurance coverage in each of the past three years. NOTE 14. CLAIMS AND JUDGMENTS The city participates in several federal and state programs that are fully or partially funded by grants received from other governmental units. Expenditures financed by grants are subject to audit by the appropriate grantor government. If expenditures are disallowed due to noncompliance with grant program regulations, the city may be required to reimburse the grantor government. As of December 31, 2022, certain amounts of grant expenditures have not been audited by the granting agency, but the city believes that disallowed expenditures discovered in subsequent audits, if any, will not have a material effect on any of the individual funds or the overall financial position of the city. NOTE 15. CONCENTRATION OF REVENUES Cargill Kitchen Solutions is the largest customer of water and sewer services. The company's water purchases account for $95,869, or 5.4%, of Water Fund operating revenue; and the company's sewer charges account for $467,032, or 16.0%, of Sewer Fund operating revenue. Additionally, Northern States Power Company's (Xcel Energy) net tax capacity for property taxes payable in 2022 is $15,516,287, or 49.9 percent, of the total net capacity of $31,073,603. Accordingly, Xcel Energy's share of the $11.741 million city property tax levy is $5.86 million. The tax capacity on January 1, 2022, is based on market values certified to the state on January 1, 2021. 61 NOTE 16: CHANGE IN ACCOUNTING STANDARD For fiscal year 2022, the City implemented Governmental Accounting Standards Board (GASB) Statement No. 87, Leases. GASB Statement No. 87 enhances the relevance and consistency of information of the government's leasing activities. It establishes requirements for lease accounting based on the principle that leases are financings of the right to use an underlying asset. A lessee is required to recognize a lease liability and an intangible right to use lease asset, and a lessor is required to recognize a lease receivable and a deferred inflow of resources. These changes were incorporated in the City's 2022 financial statements. The City's recognition of the beginning balances related to the lease receivable and the related deferred inflow of resources were equal balances and had no effect on the beginning net position of the Governmental Activities. C 11 YO I � Monticello 62 CITY � Monticello (This page left blank intentionally) 63 'REQUIRED SUPPLEMENTARY INFORMATION ,..,�,�w ...tom•._-„ u 1M �' -. �. lik .1 l 14 • 7, a . ``t. �`P� ` _ ��'� �' •� �, +a,.�ti_� ate, _'k.� •fit +.. �'�.:. t , . �. . �r, 1 .yam � r�•+ 1' C_ � .• 'I 4�; 1'�'�+'.�p - • Y CITY OF MONTICELLO Required Supplementary Information Schedule of Employer's Share and Non -Employer Proportionate Share of Net Pension Liability 0: Public Emglovees Retirement Association - General Emnlovees Retirement Fund Schedule of Employer's Pension Contributions (1) Public Employees Retirement Association - General Employees Retirement Fund Fiscal Year Statutorily Contributions in Relation to the r-mpioyers (2) Ending Required Statutorily Required Deficiency Covered Proportionate December Contributions Employer's (Excess) Payroll of Covered Payroll Employer's Share of the (b) (a -b) Proportionate Plan 2015 Employer's Proportionate State of Total 7.5% Share of the Fiduciary Net 267,516 Proportion Share Minnesota's Employer's 269,721 Net Pension Position as a 3,596,280 (Percentage) (Amount) of Proportionate Proportionate - Liability as a Percentage of PERA Fiscal of the Net the Net Share of the Share of the (2) Percentage of the Total Year Ending Pension Pension Net Pension Net Pension Covered Covered Pension June 30, Liability Liability Liability Liability Payroll Payroll Liability 2015 0.0578% $2,995,496 $0 $2,995,496 $3,395,756 88.21% 78.2% 2016 0.0588% 4,774,268 62,387 4,836,655 3,651,024 130.77% 68.9% 2017 0.0549% 3,504,780 44,041 3,548,821 3,534,506 99.16% 75.9% 2018 0.0550% 3,051,175 100,077 3,151,252 3,697,145 82.53% 79.5% 2019 0.0565% 3,123,758 96,996 3,220,754 3,997,826 78.14% 80.2% 2020 0.0568% 3,405,420 104,919 3,510,339 4,048,023 84.13% 79.1% 2021 0.0580% 2,476,859 75,675 2,552,534 4,176,545 59.30% 87.0% 2022 0.0615% 4,870,820 142,791 5,013,611 4,608,333 105.70% 76.7% Schedule of Employer's Pension Contributions (1) Public Employees Retirement Association - General Employees Retirement Fund Fiscal Year Statutorily Contributions in Relation to the Contribution (2) Ending Required Statutorily Required Deficiency Covered Contributions as a Percentage December Contributions Contributions (Excess) Payroll of Covered Payroll 31, (a) (b) (a -b) (c) (b/c) 2015 $ 266,042 $266,042 $ - $ 3,547,217 7.5% 2016 267,516 267,516 - 3,566,884 7.5% 2017 269,721 269,721 - 3,596,280 7.5% 2018 287,700 287,700 - 3,835,998 7.5% 2019 308,216 308,216 - 4,109,547 7.5% 2020 304,809 304,809 - 4,064,114 7.5% 2021 321,643 321,643 - 4,288,573 7.5% 2022 363,693 363,693 - 4,849,241 7.5% (1) The city implemented GASB Statement No. 68 in fiscal 2015 (using a June 30, 2015 measurement date). This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) For purposes of this schedule, covered payroll is defined as "pensionable wages." 65 CITY OF MONTICELLO Required Supplementary Information Schedule of Changes in the Fire Relief Association's Net Pension Liability (Asset) and Related Ratios (1) Schedule of Employer's Pension Contributions - Monticello Fire Department Relief Association (1) City Fiscal Statutorily Required Contribution Deficiency Year Ending Contributions Actual Contributions Paid (Excess) Non -Employer Contribution - December 31, (a) (b) (a -b) State 2% Fire Aid 2015 $ $ $ $ 120,027 2016 123,656 2017 125,764 2018 130,874 2019 - - 122,639 2020 - - 128,638 2021 - - - 134,691 2022 - - 146,181 (1) The city implemented GASB Statement No. 68 in fiscal 2015 using a December 31, 2015 measurement date. This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered employee payroll percentage calculations). 2015 2016 2017 2018 2019 2020 2021 2022 Total pension liability Service cost $ 77,343 $ 79,730 $ 66,097 $ 71,325 $ 69,774 $ 69,921 $ 111,407 $ 111,576 Interest 41,888 44,224 49,857 49,897 50,829 43,168 40,329 50,536 Changes in benefit terms - 90,761 67,016 74,540 - - 207,898 - Experience gain/(loss) (53,156) (30,666) 94,235 (148,892) (20,335) (18,598) 185,765 Effect of changes in assumptions (10,673) - 8,770 44,564 - Benefit payments, including refund of member contributions (128,101) (1,168) (164,699) (121,900) (321,833) - - (199,527) Net change in total pension liability (8,870) 160,391 (23,068) 168,097 (341,352) 92,754 385,600 148,350 Total pension liability - beginning 1,026,005 1,017,135 1,177,526 1,154,458 1,322,555 981,203 1,073,957 1,459,557 Total pension liability - ending(A) $ 1,017,135 $ 1,177,526 $ 1,154,458 $ 1,322,555 $ 981,203 $ 1,073,957 $ 1,459,557 $ 1,607,907 Plan fiduciary net position Contributions - State $ 120,027 $ 123,656 $ 125,764 $ 130,874 $ 122,639 $ 128,638 $ 134,691 $ 146,181 Supplemental benefits reimbursements 2,000 - 2,000 1,000 5,068 - - 3,000 Net investment income (17,673) 55,902 126,579 (54,150) 172,359 139,820 110,486 (228,981) Benefit payments, including refund of member contributions (128,101) (1,168) (164,699) (121,900) (321,833) - - (199,527) Administrative expenses (3,532) (4,144) (4,331) (4,929) (5,204) (5,453) (5,508) (6,141) Net change in plan fiduciary net position (27,279) 174,246 85,313 (49,105) (26,971) 263,005 239,669 (285,468) Plan fiduciary net position - beginning 1,053,739 1,026,460 1,200,706 1,286,019 1,236,914 1,209,943 1,472,948 1,712,617 Plan fiduciary net position - ending (B) $ 1,026,460 $ 1,200,706 $ 1,286,019 $ 1,236,914 $ 1,209,943 $ 1,472,948 $ 1,712,617 $ 1,427,149 Net pension liability (asset) - ending (A) -(B) (9,325) (23,180) (131,561) 85,641 (228,740) (398,991) (253,060) 180,758 Plan fiduciary net position as a percentage of the total pension liability 100.9% 102.0% 111.4% 93.5% 123.3% 137.2% 117.3% 88.8% Covered employee payroll (2) N/A N/A N/A N/A N/A N/A N/A N/A Net pension liability as a percentage of covered employee payroll (2) N/A N/A N/A N/A N/A N/A N/A N/A Schedule of Employer's Pension Contributions - Monticello Fire Department Relief Association (1) City Fiscal Statutorily Required Contribution Deficiency Year Ending Contributions Actual Contributions Paid (Excess) Non -Employer Contribution - December 31, (a) (b) (a -b) State 2% Fire Aid 2015 $ $ $ $ 120,027 2016 123,656 2017 125,764 2018 130,874 2019 - - 122,639 2020 - - 128,638 2021 - - - 134,691 2022 - - 146,181 (1) The city implemented GASB Statement No. 68 in fiscal 2015 using a December 31, 2015 measurement date. This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered employee payroll percentage calculations). CITY OF MONTICELLO Required Supplementary Information Schedule of Changes in the City's Total OPEB Liability and Related Ratios (1) Total OPEB liability Service cost Interest Changes in assumptions Differences between expected and actual experience Benefit payments Net change in total OPEB liability Total OPEB liability - beginning Total OPEB liability - ending Covered employee payroll Net OPEB liability as a percentage of covered employee payroll 2018 2019 2020 2021 2022 $ 24,158 $ 10,152 $ 10,457 $ 11,264 $ 11,602 9,998 10,347 5,210 5,726 3,378 - (2,047) - 208 - (187,489) - 6,399 - (5,938) (13,277) (2,040) (3,765) (7,684) 28,218 (182,314) 13,627 19,832 7,296 281,745 309,963 127,649 141,276 161,108 $ 309,963 $ 127,649 $ 141,276 $ 161,108 $ 168,404 $ 3,130,628 $ 2,462,725 $ 2,536,607 $ 2,763,483 $ 2,846,387 10% 5% 6% 6% 6% (1) The city implemented GASB Statement No. 75 in fiscal 2018 using a January 1, 2018 measurement date. This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) No plan assets are accumulated in a trust that meets the criteria in paragraph 4 of GASB Statement No. 75. 67 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - General Fund For the Year Ended December 31, 2022 Original and Final Variance with Budget Actual Final Budget Revenues Mayor and council Property taxes $ 7,496,000 $ 7,485,252 $ (10,748) Franchise taxes 237,000 226,690 (10,310) Special assessments 100 418 318 Licenses and permits 471,100 613,014 141,914 Intergovernmental 463,000 609,105 146,105 Charges for services 1,144,000 1,398,877 254,877 Fines and forfeitures 51,600 36,808 (14,792) Investment earnings (loss) 32,000 (200,442) (232,442) Other revenues 635,200 949,507 314,307 Total revenues 10,530,000 11,119,229 589,229 Expenditures: Current General government Mayor and council 59,262 55,262 (4,000) City administration 1,075,361 938,931 (136,430) City clerk 195,337 227,096 31,759 Finance 615,515 625,523 10,008 Legal 27,500 24,524 (2,976) Human resources 148,810 139,338 (9,472) Planning and zoning 308,957 598,178 289,221 City hall 70,687 76,002 5,315 Public safety Law enforcement 1,650,816 1,633,774 (17,042) Fire and rescue 553,127 546,373 (6,754) Fire relief 140,000 146,181 6,181 Building inspections 567,751 583,073 15,322 Emergency Management 25,225 6,935 (18,290) Animal control 59,971 59,148 (823) National Guard 14,000 14,399 399 Public works Public works administration 157,673 140,020 (17,653) Public works inspections 359,683 263,931 (95,752) Streets and alleys 1,124,296 1,153,418 29,122 Ice and snow removal 407,126 320,884 (86,242) Shop and garage 315,246 295,613 (19,633) Street lighting 237,000 226,689 (10,311) Sanitation Refuse and recycling collection 802,878 784,052 (18,826) Recreation and culture Senior center 106,363 108,122 1,759 Park operations 1,230,204 1,235,095 4,891 Park ballfields 27,400 59,754 32,354 Shade tree 118,175 94,217 (23,958) Public arts 72,241 146,282 74,041 Library 53,396 48,401 (4,995) Total expenditures 10,524,000 10,551,215 27,215 Excess (deficiency) of revenues over expenditures 6,000 568,014 562,014 Other financing uses Transfers out (6,000) (150,000) (144,000) Net change in fund balance - 418,014 418,014 Fund balance at beginning of year 6,624,782 6,624,782 - Fund balance at end of year $ 6,624,782 $ 7,042,796 $ 418,014 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - Community Center Fund For the Year Ended December 31, 2022 Revenues Property taxes Intergovernmental Charges for services Investment earnings (loss) Other revenues Total revenues Expenditures Current Recreation and culture Operations Rentals Aquatics Concessions & guest services Maintenance Programming Capital outlay Aquatics Programming Total expenditures Net change in fund balance Fund balance at beginning of year Fund balance at end of year Original and Final Budget $ 485,000 400,000 899,000 1,000 15,000 1,800,000 $ 485,000 385,718 1,007,790 (10,799) 50,300 1,918,009 Variance with Final Budaet (14,282) 108,790 (11,799) 35,300 118,009 482,950 479,233 (3,717) 11,379 7,624 (3,755) 189,639 236,489 46,850 191,552 195,779 4,227 720,456 672,613 (47,843) 204,024 172,571 (31,453) - 12,460 12,460 - 81,559 81,559 1,800,000 1,858,328 58,328 - 59,681 59,681 389,738 389,738 - $ 389,738 $ 449,419 $ 59,681 .• NOTE 1. SCHEDULE OF EMPLOYER'S SHARE AND NON -EMPLOYER PROPORTIONATE SHARE OF NET PENSION LIABILITY — PUBLIC EMPLOYEES RETIREMENT ASSOCIATION The following changes were reflected in the valuation performed on behalf of the Public Employees Retirement Association for the year ended June 30: 2022 Changes in Actuarial Assumptions • The mortality improvement scale was changed from Scale MP -2020 to Scale MP -2021. Changes in Plan Provisions • There were no changes in plan provisions since the previous valuation. 2021 Changes in Actuarial Assumptions • The investment return and single discount rates were changed from 7.50 percent to 6.50 percent, for financial reporting purposes. • The mortality improvement scale was changed from Scale MP -2019 to Scale MP -2020. Changes in Plan Provisions • There were no changes in plan provisions since the previous valuation. 2020 Changes in Actuarial Assumptions • The price inflation assumption was decreased from 2.50% to 2.25%. • The payroll growth assumption was decreased from 3.25% to 3.00%. • Assumed salary increase rates were changed as recommended in the June 30, 2019 experience study. The net effect is assumed rates that average 0.25% less than previous rates. • Assumed rates of retirement were changed as recommended in the June 30, 2019 experience study. The changes result in more unreduced (normal) retirements and slightly fewer Rule of 90 and early retirements. • Assumed rates of termination were changed as recommended in the June 30, 2019 experience study. The new rates are based on service and are generally lower than the previous rates for years 2-5 and slightly higher thereafter. • Assumed rates of disability were changed as recommended in the June 30, 2019 experience study. The change results in fewer predicted disability retirements for males and females. • The base mortality table for healthy annuitants and employees was changed from the RP -2014 table to the Pub -2010 General Mortality table, with adjustments. The base mortality table for disabled annuitants was changed from the RP -2014 disabled annuitant mortality table to the PUB -2010 General/Teacher disabled annuitant mortality table, with adjustments. • The mortality improvement scale was changed from Scale MP -2018 to Scale MP -2019. • The assumed spouse age difference was changed from two years older for females to one year older. • The assumed number of married male new retirees electing the 100% Joint & Survivor option changed from 35% to 45%. The assumed number of married female new retirees electing the 100% Joint & Survivor option changed from 15% to 30%. The corresponding number of married new retirees electing the Life annuity option was adjusted accordingly. Changes in Plan Provisions • Augmentation for current privatized members was reduced to 2.0% for the period July 1, 2020 through December 31, 2023 and 0.0% after. Augmentation was eliminated for privatizations occurring after June 30, 2020. 70 2019 Changes in Actuarial Assumptions • The mortality projection scale was changed from MP -2017 to MP -2018. Changes in Plan Provisions • The employer supplemental contribution was changed prospectively, decreasing from $31.0 million to $21.0 million per year. The State's special funding contribution was changed prospectively, requiring $16.0 million due per year through 2031. 2018 Changes in Actuarial Assumption • The morality projection scale was changed from MP -2015 to MP -2017. • The assumed benefit increase was changed from 1.00% per year through 2044 and 2.50% per year thereafter to 1.25% per year. Changes in Plan Provisions • The augmentation adjustment in early retirement factors is eliminated over a five-year period starting July 1, 2019, resulting in actuarial equivalence after June 30, 2024. • Interest credited on member contributions decreased from 4.00% to 3.00%, beginning July 1, 2018. • Deferred augmentation was changed to 0.00%, effective January 1, 2019. Augmentation that has already accrued for deferred members will still apply. • Contribution stabilizer provisions were repealed. • Postretirement benefit increases were changed from 1.00% per year with a provision to increase to 2.50% upon attainment of 90.00% funding ratio to 50.00% of the Social Security Cost of Living Adjustment, not less than 1.00% and not more than 1.50%, beginning January 1, 2019. • For retirements on or after January 1, 2024, the first benefit increase is delayed until the retiree reaches normal retirement age; does not apply to Rule of 90 retirees, disability benefit recipients, or survivors. • Actuarial equivalent factors were updated to reflect revised mortality and interest assumptions. 2017 Changes in Actuarial Assumption • The Combined Service Annuity (CSA) loads were changed from 0.8% for active members and 60% for vested and non -vested deferred members. The revised CSA loads are now 0.00% for active member liability, 15.00% for vested deferred member liability, and 3.00% for nonvested deferred member liability. The assumed post-retirement benefit increase rate was changed from 1.00% per year for all years to 1.00% per year through 2044, and 2.50% per year thereafter. Changes in Plan Provisions • The State's contribution for the Minneapolis Employees Retirement Fund equals $16,000,000 in 2017 and 2018, and $6,000,000 thereafter. • The Employer Supplemental Contribution for the Minneapolis Employees Retirement Fund changed from $21,000,000 to $31,000,000 in calendar years 2019 to 2031. The state's contribution changed from $16,000,000 to $6,000,000 in calendar years 2019 to 2031. 71 2016 Changes in Actuarial Assumptions • The assumed postretirement benefit increase rate was changed from 1.00% per year through 2035 and 2.50% per year thereafter to 1.00% per year for all years. • The assumed investment return was changed from 7.90% to 7.50%. The single discount rate changed from 7.90% to 7.50°/x. • Other assumptions were changed pursuant to the experience study June 30, 2015. The assumed future salary increases, payroll growth, and inflation were decreased by 0.25% to 3.25% for payroll growth and 2.50% for inflation. Changes in Actuarial Plan Provisions There have been no changes since the prior valuation. 2015 Changes in Actuarial Assumptions • The assumed postretirement benefit increase rate was changed from 1.00% per year through 2030 and 2.50% per year thereafter to 1.00% per year through 2035 and 2.50% per year thereafter. Changes in Plan Provisions • On January 1, 2015, the Minneapolis Employees Retirement Fund was merged into the General Employees Fund, which increased the total pension liability by $1.1 billion and increase the fiduciary plan net position by $892 million. Upon consolidation, state and employer contributions were revised; the State's contribution of $6.0 million, which meets the special funding situation definition, was due September 2015. NOTE 2. SCHEDULE OF CHANGES IN THE FIRE RELIEF ASSOCIATION'S NET PENSION LIABILITY (ASSET) AND RELATED RATIOS Changes in Actuarial Assumptions and Benefit Terms • 2021 — The discount rate was decreased from 4.25% to 3.57%, which is primarily due to a lower weighted average rate of return on the FRA's asset classes of investment. The benefit level was increased from $4,200 to $5,100 per year of service. • 2019 — The discount rate was decreased from 4.42% to 4.25%, which is primarily due to a lower weighted average rate of return on the FRA's asset classes of investments. • 2018 — The benefit level was increased from $3,900 to $4,200 per year of service. • 2017 — The annual turnover rate was changed from 10% to 1 %. The discount rate was increased from 4.19% to 4.42%, which is primarily due to a reduction in the portfolio's average expense load. The benefit level was increased from $3,600 to $3,900 per year of service. • 2016 — The benefit level was increased from $3,300 to $3,600 per year of service. NOTE 3. SCHEDULE OF CHANGES IN THE CITY'S TOTAL OPEB LIABILITY AND RELATED RATIOS Changes in Actuarial Assumptions 2021 — The healthcare trend rates were changed to better anticipate short term and long-term medical increases. The mortality tables were updated from the RP -2014 White Collar Mortality Tables with the MP -2018 Generational Improvement Scale to the Pub -2010 Public Retirement Plans General Headcount -Weighted Mortality Tables with MP -2020 Generational Improvement Scale. The salary increase rates were changed from a flat 3% per year for all employees to rates which vary by service. The retirement and withdrawal rates were updated. The inflation rate changed from 2.50% to 2.00%. The discount rate was changed from 3.80% to 2.00°/x. 2020 — The healthcare trend rate was changed to better anticipate short-term and long-term medical increases. 72 2019 — The discount rate was increased from 3.3% to 3.8%. The health care trend rates were changed to better anticipate short term and long-term medical increases. The mortality tables were updated from the RP -2014 White Collar Mortality Tables with MP -2016 Generational Improvement Scale to the RP -2014 White Collar Mortality Tables with MP -2018 Generational Improvement Scale. The percentage of retirees electing single or family coverage was updated to reflect that the city sponsored plan has separated single and family premium rates, rather than a composite rate. The assumption was changed that 50% of eligible retirees will elect to continue coverage and 30% of retirees with coverage will elect family coverage. 2018 — The discount rate was decreased from 3.5% to 3.3%. NOTE 4. BUDGETARY INFORMATION A. Budgetary basis of accounting The city follows these procedures in establishing the budgetary data reflected in the basic financial statements: A. Prior to September 1, the city administrator submits to the city council a proposed operating budget for the fiscal year commencing the following January 1. The operating budget includes proposed expenditures and the means of financing them. The city council provides input and adjustments. Based on the proposed budget, the city council certifies the proposed property tax levy to the county auditor according to Minnesota Statutes before September 30. B. Public hearings are conducted at the city council's chambers in the Monticello Community Center. C. On or before December 28, the final budget is legally enacted by city council resolution and the final property tax levy is certified to the county auditor. D. Management is authorized to transfer budgeted amounts between departments within a fund; however, any revisions that alter the total expenditures of any fund must be approved by the city council. E. The city has legally adopted budgets for the General Fund and all special revenue funds. Expenditures may not legally exceed budgeted appropriations at the total fund level. Monitoring of budgets is maintained at the department level. All amounts over budget have been approved by the city council through the disbursement process. The city is not legally required to adopt an annual budget for the nonmajor special revenue funds, the Debt Service Fund, and the Capital Projects Funds. Project -length financial plans are adopted for the Debt Service and Capital Projects Funds. F. Budgets are adopted on a basis consistent with accounting principles generally accepted in the United States of America. Budgeted amounts are as originally adopted or amended by the city council. All annual appropriations lapse at year-end. B. Excess of expenditures over appropriations For the year ended December 31, 2022, expenditures exceeded appropriations in the General Fund and the Community Center Fund. The General Fund expenditures were over budget by $27,215, which was funded by revenues in excess of budget. The Community Center special revenue fund expenditures exceeded the budget by $58,328. The excess of expenditures was related to unbudgeted capital outlay to replace the indoor play structure. Revenues above budget were used to fund the additional expenditure. � Monticello 73 NONMAJOR GOVERNMENTAL FUNDS SPECIAL REVENUE FUNDS are used to account for revenue derived from specific taxes or other earmarked revenue sources (other than for major capital projects) that are restricted by law or administrative action to expenditures for specified purposes. Small Cities Development Program (SCDP) Fund - Established to account for the administration of loans to local businesses while following state and federal guidelines. Cemetery Fund — Established to account for the activities of cemetery operations at Riverside Cemetery. CAPITAL PROJECTS FUNDS are used to account for resources used for the acquisition and construction of capital assets by the city, except for those financed by proprietary funds. Street Lighting Improvement Fund — This fund was established to account for activities incorporating street lighting into designated areas throughout the city. A portion of the city's electric franchise fee is the main revenue source for this fund. Park & Pathway Improvement Fund — This fund was established to account for the accumulation of unrestricted resources from other sources used for park and pathway improvements. Park Dedication Fund — This fund was established to account for restricted fees collected from developers for park land acquisition and for park and pathway improvements. 75 Combining Balance Sheet Nonmajor Governmental Funds December 31, 2022 ASSETS Cash and investments Receivables Deferred special assessments Accounts Prepaid items Notes receivable Total assets LIABILITIES Accounts and contracts payable DEFERRED INFLOWS OF RESOURCES Unavailable revenue - special assessments FUND BALANCES Nonspendable Restricted Economic development Cemetery maintenance Park improvements Assigned for capital improvements Total fund balances Total liabilities, deferred inflows of resources, and fund balances CITY OF MONTICELLO Special Revenue Funds Capital Projects Funds Small Cities Street Development Lighting Park & Park Program Cemetery Improvement Pathway Dedication $ 767,787 $ 118,325 $ 1,213,352 $ 1,207,607 $ 100,706 $ 3,407,777 - - - - 4,231 4,231 - 44,531 - - 44,531 - 518 - - - 518 130,422 - - - - 130,422 $ 898,209 $ 118,843 $ 1,257,883 $ 1,207,607 $ 104,937 $ 3,587,479 Total $ - $ 1,000 $ - $ - $ - $ 1,000 - 4,231 4,231 - 518 - - 518 898,209 - - - - 898,209 - 117,325 - - - 117,325 - - - 100,706 100,706 - - 1,257,883 1,207,607 - 2,465,490 898,209 117,843 1,257,883 1,207,607 100,706 3,582,248 $ 898,209 $ 118,843 $ 1,257,883 $ 1,207,607 $ 104,937 $ 3,587,479 76 CITY OF MONTICELLO Combining Statement of Revenues, Expenditures and Changes in Fund Balance Nonmajor Governmental Funds For the Year Ended December 31, 2022 Special Revenue Funds Capital Projects Funds Small Cities Street Development Lighting Park & Park Program Cemetery Improvement Pathway Dedication Total Revenues Franchise taxes $ $ - $ 161,384 $ $ - $ 161,384 Special assessments - - 850 850 Intergovernmental - - 150,000 - 150,000 Charges for services 67,838 - - 144,832 212,670 Investment earnings (loss) (30,286) (3,519) (45,715) (42,465) 685 (121,300) Interest on loans 3,873 - - - - 3,873 Total revenues (26,413) 64,319 115,669 107,535 146,367 407,477 Expenditures Current Recreation and culture 26,660 - 500 - 27,160 Capital outlay Public works - 37,993 - - 37,993 Recreation and culture - - - 45,702 45,702 Total expenditures 26,660 37,993 500 45,702 110,855 Net change in fund balance (26,413) 37,659 77,676 107,035 100,665 296,622 Fund balance at beginning of year 924,622 80,184 1,180,207 1,100,572 41 3,285,626 Fund balance at end of year $ 898,209 $ 117,843 $ 1,257,883 $ 1,207,607 $ 100,706 $ 3,582,248 77 'INTERNAL SERVICE FUNDS x • ow 11 i Oc:l �wl�• I INTERNAL SERVICE FUNDS INTERNAL SERVICE FUNDS are used to account for the financing of centralized services to city departments on a cost -reimbursement basis (including depreciation). Benefit Accrual Fund — This fund was established to account for resources accumulated to satisfy paid - time -off (PTO) and vacation/sick leave liabilities of governmental fund employees. Central Equipment Fund — This fund was established to account for equipment purchases and rental to various governmental fund departments. Information Technology (IT) Services Fund — This fund was established to account for the accumulation and distribution of various IT related costs, including communications, software support, capital and non -capital equipment, and software purchases. Facilities Management Fund — This fund was established to account for the accumulation and distribution of various Facility Maintenance related costs across the city owned properties. 79 Combining Statement of Net Position Internal Service Funds December 31, 2022 ASSETS Current assets Cash and investments Due from other governmental units Prepaid items Total current assets Noncurrent assets Capital assets Machinery and equipment Less accumulated depreciation Total noncurrent assets Total Assets LIABILITIES Current liabilities Accounts payable Accrued interest payable Due to other governmental units Bonds payable due within one year Compensated absences due within one year Total current liabilities Noncurrent liabilities Bonds payable, net current portion Compensated absences payable Total noncurrent liabilities Total Liabilities NET POSITION Net investment in capital assets Unrestricted Total Net Position Benefit Central Accrual Equipment CITY OF MONTICELLO IT Facilities Services Maintenance Total $ 304,360 $ 1,383,686 $ 86,813 $ 74,909 $ 1,849,768 - 483 - - 483 - - 55,473 2,307 57,780 304,360 1,384,169 142,286 77,216 1,908,031 - 4,110,695 308,399 - 4,419,094 - (1,425,367) (101,046) - (1,526,413) - 2,685,328 207,353 - 2,892,681 304,360 4,069,497 349,639 77,216 4,800,712 - - 39,184 25,647 64,831 - 149 - - 149 - - - 91 91 - 60,000 - - 60,000 261,401 - 252 14,016 275,669 261,401 60,149 39,436 39,754 400,740 - 60,000 - - 60,000 29,045 - 28 1,557 30,630 29,045 60,000 28 1,557 90,630 290,446 120,149 39,464 41,311 491,370 - 2,565,328 186,130 - 2,751,458 13,914 1,384,020 124,045 35,905 1,557,884 $ 13,914 $ 3,949,348 $ 310,175 $ 35,905 $ 4,309,342 M CITY OF MONTICELLO Combining Statement of Revenues, Expenses and Changes in Net Position 9,325 Internal Service Funds 96,554 131,377 237,256 Materials and supplies For the Year Ended December 31, 2022 - 40,877 65,188 106,065 Benefit Central IT Facilities 357,157 Accrual Equipment Services Maintenance Total Operating revenues 411,756 Total operating expenses 9,325 379,442 Charges to other funds $ 9,325 $ 578,400 $ 421,000 $ 413,327 $ 1,422,052 Other revenues - 33,529 2,450 60,156 96,135 Total operating revenues 9,325 611,929 423,450 473,483 1,518,187 Operating expenses Personal services 9,325 - 96,554 131,377 237,256 Materials and supplies - - 40,877 65,188 106,065 Other services and charges - - 301,136 357,157 658,293 Depreciation - 379,442 32,314 - 411,756 Total operating expenses 9,325 379,442 470,881 553,722 1,413,370 Operating income (loss) - 232,487 (47,431) (80,239) 104,817 Nonoperating revenues (expenses) Investment earnings (loss) (11,885) (51,466) (6,977) (2) (70,330) Interest expense - (5,151) - - (5,151) Total nonoperating revenues (expenses) (11,885) (56,617) (6,977) (2) (75,481) Income before transfers (11,885) 175,870 (54,408) (80,241) 29,336 Transfers in - - - 150,000 150,000 Change in net position (11,885) 175,870 (54,408) 69,759 179,336 Net position at beginning of year 25,799 3,773,478 364,583 (33,854) 4,130,006 Net position at end of year $ 13,914 $ 3,949,348 $ 310,175 $ 35,905 $ 4,309,342 81 CITY OF MONTICELLO Combining Statement of Cash Flows Internal Service Funds For the Year Ended December 31, 2022 Schedule of noncash capital and related financing activities: Capital assets purchased on account $ - $ - $ 21,223 $ - $ 21,223 Benefit Central IT Facilities Accrual Equipment Services Maintenance Total Cash flow from operating activities Cash received from internal services provided $ 9,325 $ 662,168 $ 423,450 $ 473,483 $ 1,568,426 Cash paid to suppliers for goods and services - (51,722) (316,732) (420,144) (788,598) Cash paid to employees - - (97,194) (130,637) (227,831) Net cash provided (used) by operating activities 9,325 610,446 9,524 (77,298) 551,997 Cash flows from noncapital financing activities Transfers from other funds - - - 150,000 150,000 Cash flows from capital and related financing activities Acquisition of capital assets - (521,963) (87,731) - (609,694) Principal payments on long-term debt - (60,000) - - (60,000) Interest and fiscal charges paid on long-term debt - (5,220) - - (5,220) Net cash (used) by capital and related financing activities - (587,183) (87,731) - (674,914) Cash flows from investing activities Interest on investments (loss) (11,885) (51,466) (6,977) (2) (70,330) Increase (decrease) in cash and cash equivalents (2,560) (28,203) (85,184) 72,700 (43,247) Cash and cash equivalents - January 1 306,920 1,411,889 171,997 2,209 1,893,015 Cash and cash equivalents - December 31 $ 304,360 $ 1,383,686 $ 86,813 $ 74,909 $ 1,849,768 Reconciliation of operating income (loss) to net cash provided by operating activities: Operating income (loss) $ - $ 232,487 $ (47,431) $ (80,239) $ 104,817 Adjustments to Reconcile Operating Income (Loss) to Net Cash Provided by Operating Activities: Depreciation - 379,442 32,314 - 411,756 Changes in assets and liabilities: (Increase) decrease in prepaid items - - (1,972) (2,307) (4,279) (Increase) decrease in due from other government units - (483) - - (483) Increase (decrease) in accounts payable - (51,722) 27,253 4,497 (19,972) Increase (decrease) in due to other government units - - - 11 11 Increase (decrease) in compensated absences 9,325 - (640) 740 9,425 Net cash provided (used) by operating activities $ 9,325 $ 559,724 $ 9,524 $ (77,298) $ 501,275 Schedule of noncash capital and related financing activities: Capital assets purchased on account $ - $ - $ 21,223 $ - $ 21,223 Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2022 With Comparative Actuals for the years Ended December 31, 2018 - 2021 Revenue and other sources - summary Property taxes Franchise taxes Special assessments Licenses and permits Intergovemmental Charges for services Fines and forfeitures Investment earnings (loss) Other Other Financing Sources Total Revenues & Other Sources Revenue and other sources - detail Property taxes Property tax - current Property tax - delinquent Mobile home tax Penalties and interest - taxes Franchise taxes Franchise taxes - electric Special assessments Assessment for services/projects Licenses and permits Liquor license Beer license Other business licenses & permits Building permits Variance/conditional use permits Driveway permits Mobile home permits Excavation permits Right-of-way permits Sign/banner permits Animal licenses Intergovernmental Pera increase aid Homestead and ag credit Federal - operating State highway aid - operating Fire department aid - operating Police department aid - operating County operating grant - street/highway County operating grant - emergency management County operating grant - recycling Operating grant - other Charges for services Assessment searches County assessor fee Blight notice fee Planning administration fee NSF fee Inspection/construction fees Contractor licensing fee Fire protections fees - townships Fire emergency response fee Fire inspection fee Fire - other fees Blight mowing fees Rental housing fees Animal control fees Miscellaneous pubic works Tree and brush removal charge Recycling charge Garbage fee - taxable Garbage surcharge - not taxable Field/Tourney fees Park rental fees Alcohol Fees Concessions Arts activity fees Developer cost reimbursement Billboard land rental Lease - Prairie Center Lease - Soccer Club Lease - communication tower General charges for services CITY OF MONTICELLO 6,567,152 6,649,999 6,758,778 7,159,058 2022 7,436,942 Variance with 2018 2019 2020 2021 Final 2022 Final Actual Actual Actual Actual Budget Actual Budget $ 6,634,769 $ 6,689,647 $ 6,797,640 $ 7,233,198 $ 7,496,000 $ 7,485,252 $ (10,748) 245,000 211,000 194,000 193,585 237,000 226,690 (10,310) 206 802 166 468 100 418 318 504,464 603,925 521,369 804,889 471,100 613,014 141,914 428,443 431,004 737,650 625,382 463,000 609,105 146,105 590,106 792,311 936,731 1,274,062 1,144,000 1,398,877 254,877 45,350 40,054 31,852 49,566 51,600 36,808 (14,792) 106,767 228,216 138,968 (38,486) 32,000 (200,442) (232,442) 134,688 236,037 431,683 690,999 635,200 949,507 314,307 15,000 54,340 540 5,954 300 1,000 - 8,704,793 9,287,336 9,790.059 10,833,663 10,530,000 11,119,229 589,229 6,567,152 6,649,999 6,758,778 7,159,058 7,475,000 7,436,942 (38,058) 46,482 17,832 15,998 49,891 - 20,753 20,753 18,984 18,202 20,152 22,033 18,500 - (18,500) 2,151 3,614 2,712 2,216 2,500 27,557 25,057 245,000 211,000 194,000 193,585 237,000 226,690 (10,310) 206 802 166 468 100 418 318 50,295 52,303 37,512 1,500 48,100 63,198 15,098 1,988 - - - - - - 6,840 7,540 6,430 4,378 6,000 5,023 (977) 427,644 520,409 461,383 770,800 400,000 529,120 129,120 - - 200 - - - - 180 510 275 155 200 675 475 720 2,551 540 5,954 300 1,000 700 7,410 6,720 8,375 11,025 5,000 7,360 2,360 3,707 4,567 3,061 2,674 3,000 2,542 (458) 4,815 6,020 2,840 5,623 4,500 3,430 (1,070) 865 3,305 753 2,780 4,000 666 (3,334) 6,849 6,741 - - - - - - - - 181 188 188 - - 274,315 10,000 - - - 155,374 155,211 171,913 179,842 152,000 198,895 46,895 130,874 123,640 131,638 134,691 140,000 146,181 6,181 71,834 81,708 84,631 82,526 81,000 90,713 9,713 27,353 26,428 30,947 27,870 26,000 32,427 6,427 12,331 7,531 3,977 11,111 19,000 7,594 (11,406) 19,978 19,745 20,944 19,546 19,000 20,112 1,112 3,850 10,000 19,285 159,615 26,000 112,995 86,995 10,695 13,940 17,530 18,691 13,000 9,030 (3,970) - - - 400 - 2,950 2,950 - 120 - 300 300 5,876 24,571 5,550 6,600 4,000 6,425 2,425 30 - - 30 - 30 30 764 907 827 1,306 300 560 260 290 720 340 475 - 175 175 142,374 142,740 143,533 14 3, 899 143,000 144,570 1,570 19,995 19,210 57,650 5,160 15,000 2,380 (12,620) - - - 50 - - - 11,808 3,345 2,359 13,011 3,000 3,815 815 - - - 470 - 940 940 45,500 42,835 45,365 45,910 41,000 58,565 17,565 45,232 38,915 40,428 49,002 45,000 58,544 13,544 8,621 - - - - - - 2,365 2,580 2,730 2,275 2,300 3,300 1,000 30 - 54,259 104,305 205,400 195,197 (10,203) 169,217 381,328 467,829 518,244 562,000 555,426 (6,574) 90 - - - - - - 14,400 13,200 4,415 30,980 32,000 35,700 3,700 9,051 5,751 5,386 11,798 5,000 11,212 6,212 - - - - 360 360 - 1,297 1,297 400 - - - - - 16,429 19,498 13,656 233,371 46,000 223,120 177,120 22,881 23,475 21,714 24,367 - 22,101 22,101 28,548 30,154 24,098 32,501 - - - - - - - 14,468 14,468 29,213 26,300 26,959 28,872 27,000 45,980 18,980 6,697 2,442 2,103 2,225 - 2,432 2,432 84 85 CITY OF MONTICELLO Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2022 (Continued) With Comparative Actuals for the years Ended December 31, 2018 - 2021 2022 Variance with 2018 2019 2020 2021 Final 2022 Final Actual Actual Actual Actual Budget Actual Budget Fines and forfeitures Court fines $ 44,450 $ 38,454 $ 31,170 $ 47,866 $ 50,000 $ 35,658 $ (14,342) Animal impound fines 400 1,100 682 700 1,600 650 (950) Liquor license violation 500 500 - 1,000 - 500 500 Investment earnings Investment earnings (loss) 106,767 228,216 138,968 (38,486) 32,000 (200,442) (232,442) Other Solar investment rebates - - 326,917 427,842 570,000 496,430 (73,570) City property rental 1,600 1,600 277 1,600 1,600 1,900 300 Contributions 13,543 42,567 2,218 36,707 2,500 128,953 126,453 Sale of city property 5,724 3,096 16,945 12,475 2,500 23,502 21,002 Sale of lock boxes 920 2,400 3,544 38,097 1,800 10,812 9,012 Tree Sales 7,073 6,752 5,346 9,127 7,000 9,453 2,453 Copies 15 47 87 27 - 38 38 Refunds & reimbursables 42,297 21,663 24,026 75,692 - 55,822 55,822 Assessment fee reimbursement 21,300 16,575 15,300 14,700 15,000 16,875 1,875 Fire contributions 2,973 84,149 3,764 28,009 - 16,999 16,999 Insurance claims - 1,867 - 6,944 - 140,257 140,257 Other miscellaneous 39,243 55,321 33,259 39,779 34,800 48,466 13,666 Other Financing Sources Sales of capital assets 15,000 29,340 - - - - - Transfers from other funds - 25,000 Total revenues and other sources $ 8,704,793 $ 9,287,336 $ 9,790,059 $ 10,833,663 $ 10,530,000 $ 11,119,229 $ 589,229 Expenditures and other uses - summary General government $ 1,654,538 $ 1,775,332 $ 2,168,641 $ 2,639,420 $ 2,501,429 $ 2,684,854 $ 183,425 Public safety 2,356,471 2,451,784 2,745,974 2,874,183 3,010,890 2,989,883 (21,007) Public works 2,079,091 2,222,034 1,899,315 2,123,898 2,601,024 2,400,555 (200,469) Sanitation 615,586 610,944 681,948 754,132 802,878 784,052 (18,826) Transit 18,333 - - - - Recreation and culture 1,200,388 1,209,429 1,331,196 1,457,483 1,607,779 1,691,871 84,092 Transfers out and other uses 700,000 1,450,040 1,000,000 1,000,000 6,000 150,000 144,000 Total expenditures and other uses $ 8,624,407 $ 9,719,563 $ 9,827,074 $ 10,849,116 $ 10,530,000 $ 10,701,215 $ 171,215 Expenditures and other uses - divisions General government Mayor and council $ 53,928 $ 57,409 $ 52,589 $ 57,171 $ 59,262 $ 55,262 $ (4,000) City administration 449,100 443,963 789,820 951,793 1,075,361 938,931 (136,430) City clerk 130,948 121,197 180,824 125,286 195,337 227,096 31,759 Finance 430,924 456,902 451,819 455,839 615,515 625,523 10,008 Audit 40,531 45,940 39,559 44,797 - - - City assessing 66,190 64,554 70,115 77,600 - - Legal 27,967 41,837 29,340 25,883 27,500 24,524 (2,976) Human resources 126,581 142,812 142,232 131,469 148,810 139,338 (9,472) Planning and zoning 239,045 315,091 339,005 685,172 308,957 598,178 289,221 City hall 66,111 66,422 60,501 68,094 70,687 76,002 5,315 Prairie center building 25,232 21,225 14,857 16,316 - - - Public safety Law enforcement 1,362,411 1,455,727 1,524,150 1,602,876 1,650,816 1,633,774 (17,042) Fire and rescue 435,068 477,941 414,399 459,593 553,127 546,373 (6,754) Fire relief 132,874 123,640 131,638 134,691 140,000 146,181 6,181 Building inspections 351,511 324,072 354,251 599,569 567,751 583,073 15,322 Emergency management 12,332 8,253 257,565 13,725 25,225 6,935 (18,290) Animal control 46,608 46,709 49,522 50,586 59,971 59,148 (823) National guard 13,649 13,423 12,429 13,143 14,000 14,399 399 Public works Public works administration 196,851 228,625 221,881 244,352 157,673 140,020 (17,653) Engineering 126,179 111,710 80,432 93,848 - - Public works inspections 83,560 90,047 102,110 107,587 359,683 263,931 (95,752) Streets and alleys 891,117 920,384 777,633 919,550 1,124,296 1,153,418 29,122 Ice and snow 344,974 454,607 326,120 294,312 407,126 320,884 (86,242) Shop and garage 168,049 178,063 199,310 269,193 315,246 295,613 (19,633) Stormwater 23,883 27,650 - - - - Streetlighting 244,478 210,948 191,829 195,056 237,000 226,689 (10,311) Sanitation Refuse and recycling collection 615,586 610,944 681,948 754,132 802,878 784,052 (18,826) Transit Bus service 18,333 - - - - - - Recreation and culture Senior center 103,226 102,169 103,662 105,689 106,363 108,122 1,759 Park operations 916,335 925,482 1,040,665 1,098,446 1,230,204 1,235,095 4,891 Park ballfields 21,063 19,836 23,685 28,072 27,400 59,754 32,354 Shade tree 80,916 61,396 79,024 87,525 118,175 94,217 (23,958) Public arts 29,876 46,954 36,092 93,245 72,241 146,282 74,041 Library 48,972 53,592 48,068 44,506 53,396 48,401 (4,995) Transfers out and other uses Transfers out 700,000 1,450,040 1,000,000 1,000,000 6,000 150,000 144,000 Total expenditures & other uses $ 8,624,408 $ 9,719,564 $ 9,827,074 $ 10,849,116 $ 10,530,000 $ 10,701,215 $ 171,215 Revenue and other sources over (under) expenditures and other uses $ 80,385 $ (432,228) $ (37,015) $ (15,453) $ - $ 418,014 $ 418,014 85 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - Small Cities Development Program For the Year Ended December 31, 2022 Revenues Investment earnings (loss) Interest on loans Total revenues Fund balance at beginning of year Fund balance at end of year Original and Final Variance with Budget Actual Final Budget $ 8,000 $ (30,286) $ (38,286) - 3,873 3,873 8,000 (26,413) (34,413) 924,622 924,622 - $ 932,622 $ 898,209 $ (34,413) CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - Cemetery Fund For the Year Ended December 31, 2022 Revenues Charges for services Investment earnings (loss) Total revenues Expenditures Current Recreation and culture Cemetery operations Net change in fund balance Fund balance at beginning of year Fund balance at end of year Original and Final Variance with Budget Actual Final Budget $ 32,900 $ 67,838 $ 34,938 100 (3,519) (3,619) 33,000 64,319 31,319 33,000 26,660 (6,340) - 37,659 37,659 80,184 80,184 - $ 80,184 $ 117,843 $ 37,659 87 CITY OF MONTICELLO Schedule of Assets, Liabilities, Deferred Inflows of Resources and Fund Balances Debt Service Activities December 31, 2022 ASSETS Cash and cash equivalents Receivables Unremitted special assessments Delinquent special assessments Deferred special assessments Total assets LIABILITIES Accounts and contracts payable DEFERRED INFLOWS OF RESOURCES Unavailable revenue - special assessments FUND BALANCES Restricted for debt service Total liabilities, deferred inflows of resources, and fund balances $ - $ 417 $ 417 $ 417 $ 417 $ 417 $ 417 $ 2,502 61,988 246,643 150,424 - 61,380 761,401 1,281,836 121,705 313,731 274,359 79,499 48,734 136,277 974,305 $ - $ 184,110 $ 560,791 $ 425,200 $ 79,916 $ 110,531 $ 898,095 $2,258,643 General Obligation Bonds 2011A 2015B 2016A 2017A 2018A 2019A 2020A Refunding Bonds Bonds Bonds Bonds Bonds Bonds Total $ - $ 122,122 $ 311,260 $ 273,828 $ 79,916 $ 49,151 $ 136,303 $ 972,580 - - 2,887 948 - - 391 4,226 - 10,403 77 51 - - 930 11,461 - 51,585 246,567 150,373 - 61,380 760,471 1,270,376 $ - $ 184,110 $ 560,791 $ 425,200 $ 79,916 $ 110,531 $ 898,095 $2,258,643 $ - $ 417 $ 417 $ 417 $ 417 $ 417 $ 417 $ 2,502 61,988 246,643 150,424 - 61,380 761,401 1,281,836 121,705 313,731 274,359 79,499 48,734 136,277 974,305 $ - $ 184,110 $ 560,791 $ 425,200 $ 79,916 $ 110,531 $ 898,095 $2,258,643 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Debt Service Activities For the Year Ended December 31, 2022 General Obligation Bonds 2011A 2015B 2016A 2017A 2018A 2019A 2020A Refunding Bonds Bonds Bonds Bonds Bonds Bonds Total Revenues Property taxes $ - $ 192,650 $ 406,929 $ 427,367 $ 451,812 $ 709,446 $ 123,196 $ 2,311,400 Special assessments - 10,402 83,116 49,837 - 13,811 160,103 317,269 Investment earnings (loss) (1) (6,507) (17,733) (13,566) (5,361) (5,948) (4,623) (53,739) Other revenue 197,925 - - - - - - 197,925 Total revenues 197,924 196,545 472,312 463,638 446,451 717,309 278,676 2,772,855 Expenditures Debt service Principal Interest and fiscal charges Total expenditures Excess (deficiency) of revenues over expenditures Other financing uses Transfers out Net change in fund balance Fund balance at beginning of year Fund balance at end of year 195,000 165,000 470,000 385,000 320,000 575,000 205,000 2,315,000 3,675 45,717 57,265 85,257 127,455 143,355 36,235 498,959 198,675 210,717 527,265 470,257 447,455 718,355 241,235 2,813,959 (751) (14,172) (54,953) (6,619) (1,004) (1,046) 37,441 (41,104) (108,801) - - - - - - (108,801) (109,552) (14,172) (54,953) (6,619) (1,004) (1,046) 37,441 (149,905) 109,552 135,877 368,684 280,978 80,503 49,780 98,836 1,124,210 $ - $ 121,705 $ 313,731 $ 274,359 $ 79,499 $ 48,734 $ 136,277 $ 974,305 IQ DISCRETELY PRESENTED COMPONENT UNIT - CONOMIC DEVELOPMENT AUTHORITY 14 �•• ,`��r•.rrr�}'��1�4+1f'�r�ytif4v �.[[?N���'ir. .'� \ _ .` .t F �.. -,. _ _ ,'.i." .r •`�<j ;� r : f y . ej r �•T 1 .yit %,'� • - +�,, r . � i � � l . _ ,R r �. +> .i �,,, :� � i � � �r, k�''f y clKVt « ' . 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S,c 'C � Ate+ �'\ �y'"' r irt'. • ! t� ) �F � "i l+ ryT 1.i', i , t�•fiZ ,.,�' �`':'',��c,�• nr'S ir'� r` f J ' rr t++r: x "r? 'f r ` �' .*.r•,f 4.�''�'. coiry (DIP 100 Schedule of Assets, Liabilities, Deferred Inflows of Resources and Fund Balances Discretely Presented Component Unit - Economic Development Authority December 31, 2022 ASSETS Cash and investments Receivables Unremitted taxes Delinquent taxes Accounts Intrafund receivable Prepaid items Notes receivable Land held for resale Total Assets LIABILITIES Accounts and contracts payable Due to other governmental units Intrafund payable Unearned revenue Total liabilities DEFERRED INFLOWS OF RESOURCES Unavailable revenue - property taxes FUND BALANCES Nonspendable Restricted Assigned Total fund balance Total Liabilities, Deferred Inflows of Resources, And Fund Balances Required or Actual Decertification Date TIF District Type (d) = decertified 91 TIF 6 (d) TIF 19 TIF 20 (d) TIF 22 TIF 24 EDA General GMEF TIF Future Raindance MS Shores Prairie West Downtown St. Henry's $ 2,745,696 $ 937,668 $ $ 18,001 $ $ 104,172 $ 437,082 $ - 12,121 - - - - - - 1,722 - - 2,687 16,103 - - - - - 124,149 - 731,000 - - 2,362 - - - - 127,246 306,497 - - - 2,006,336 - - - 163,200 $ 5,035,735 $ 1,244,165 $ $ 749,001 $ $ 104,172 $ 602,969 $ - $ 19,030 $ - $ $ - $ $ - $ 6,198 $ 326 - - - - 45,363 - - - - - - - 163,200 19,356 45,363 - 169,398 1,722 - - 2,687 2,362 - - - - - - 1,244,165 749,001 104,172 430,884 - 5,012,295 - (45,363) - - - - 5,014,657 1,244,165 (45,363) 749,001 104,172 430,884 - $ 5,035,735 $ 1,244,165 $ - $ 749,001 $ $ 104,172 $ 602,969 $ - 12/9/2013 1213112023 12/10/2018 1213112024 1213112026 Redevelopment Housing Redevelopment Housing & Housing Redevelopment 91 CITY OF MONTICELLO TIF 29 TIF 30 TIF 34 TIF 40 TIF 41 TIF 43 GAAP Total Front Porch CMHP Interchange Briggs UMC Headwaters Reconciliation EDA $ - $ 78,500 $ 77,370 $ 6,506 $ $ - $ $ 4,404,995 - - - - 12,121 4,409 16,103 (855,149) - 2,362 433,743 2,169,536 $ $ 78,500 $ 77,370 $ 6,506 $ $ - $(855,149) $ 7,043,269 $ - $ - $ - $ - $ $ 127,246 $ - $ 152,474 - - - - 326 - 78,500 731,286 (855,149) - - - (163,200) - 78,500 731,286 127,246 (1,018,349) 152,800 - - - - - 4,409 - - - - 2,362 - 77,370 6,506 (731,286) (127,246) 163,200 1,916,766 - - - - - 4,966,932 - 77,370 6,506 (731,286) (127,246) 163,200 6,886,060 $ - $ 78,500 $ 77,370 $ 6,506 $ - $ $ (855,149) $ 7,043,269 1213112029 1213112029 1213112022 1213112045 1213112030 Housing Housing Redevelopment Housing Economic Development Total fund balances - Economic Development Authority $ 6,886,060 Some of the EDA's property taxes will be collected after year-end, and, therefore, are reported as deferred inflows of resources in the governmental funds. 4,409 Noncurrent liabilities are not due and payable in the current period and, therefore, are not reported as liabilities in the fund. Compensated absences (13,747) Total OPEB liability (2,537) Net pension liability (119,179) Governmental funds do not report long-term amounts related to pensions and other post -employment benefits. Deferred outflows of other post -employment benefits resources 237 Deferred outflows of pension resources 37,622 Deferred inflows of other post -employment benefits resources (487) Deferred inflows of pension resources (1,646) Total net position - governmental activities $ 6,790,732 92 Schedule of Revenues, Expenditures and Changes in Fund Balance Discretely Presented Component Unit - Economic Development Authority For the Year Ended December 31, 2022 Revenues Property taxes Tax increments Intergovernmental Charges for services Investment earnings (loss) Interest on loans Other revenues Total revenues Expenditures Current Salary and wages Benefits Supplies Professional services - legal Professional services - other LPV Insurance Legal and general publications Property taxes Marketing Dues and membership Utilities IT services Travel and conferences Land adjustment to market Qualifying TIF expenditures Other expenditures Excess increments Interest on intrafund loans PAYG payments to third parties Total expenditures Net change in fund balances Fund balance at beginning of year Fund balance at end of year Required or Actual Decertification Date TIF District Type (d) = decertified 124,897 - 46,365 374 - 10,497 - - 278,004 - 249 1,286 1,668 - - - - 203 - - 48 48 48 13,664 - - - - - 26,766 - 8,091 - 7,334 - - 3,659 - 1,996 - - 7,479 - - - - 172,703 - 170,361 520,119 - - - - - - 188,360 - - - 12,191 1,051,116 173,000 48 372,246 566,617 9,114 - (131,947) (48) (76,246) 4,448,040 1,235,051 (45,363) 749,001 131,947 104,220 507,130 $ 5,014,657 $ 1,244,165 $ (45,363) $ 749,001 $ - $ 104,172 $ 430,884 12/9/2013 1213112023 12/10/2018 1213112024 Redevelopment Housing Redevelopment Housing & Redevelopment 93 TIF 6 (d) TIF 19 TIF 20 (d) TIF 22 EDA General GMEF TIF Future Raindance MS Shores Prairie West Downtown $ 388,291 $ $ $ $ - $ - $ - - - 41,053 - 296,000 375,547 - - - 130,973 - - - - (115,830) - - 2,286 9,114 - - - 836,466 - - - - - 1,617,733 9,114 - 41,053 - 296,000 124,897 - 46,365 374 - 10,497 - - 278,004 - 249 1,286 1,668 - - - - 203 - - 48 48 48 13,664 - - - - - 26,766 - 8,091 - 7,334 - - 3,659 - 1,996 - - 7,479 - - - - 172,703 - 170,361 520,119 - - - - - - 188,360 - - - 12,191 1,051,116 173,000 48 372,246 566,617 9,114 - (131,947) (48) (76,246) 4,448,040 1,235,051 (45,363) 749,001 131,947 104,220 507,130 $ 5,014,657 $ 1,244,165 $ (45,363) $ 749,001 $ - $ 104,172 $ 430,884 12/9/2013 1213112023 12/10/2018 1213112024 Redevelopment Housing Redevelopment Housing & Redevelopment 93 I.STATISTICAL SECTION Net Position by Component Last Ten Fiscal Years (accrual basis of accounting) Governmental activities Net investment in capital assets Restricted Unrestricted Total governmental net position Business -type activities Net investment in capital assets Restricted Unrestricted Total business -type net position Primary government Net investment in capital assets Restricted Unrestricted Total primary government net position CITY OF MONTICELLO 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 $ 44,268,757 $ 48,253,810 $ 38,099,568 $ 41,077,683 $ 41,535,637 $ 43,517,983 $ 40,008,410 $ 40,836,892 $ 52,035,838 $ 52,824,487 18,118,070 10,453,449 12,633,770 10,569,693 11,599,951 9,649,085 8,690,172 5,451,441 4,010,180 3,353,897 13,487,299 14,792,521 18,144,067 20,824,170 20,899,110 23,422,548 27,133,699 32,661,667 21,443,730 22,630,226 $ 75,874,126 $ 73,499,780 $ 68,877,405 $ 72,471,546 $ 74,034,698 $ 76,589,616 $ 75,832,281 $ 78,950,000 $ 77,489,748 $ 78,808,610 $ 20,496,832 $ 42,117,264 $ 40,722,087 $ 41,014,122 $ 39,944,797 $ 39,250,211 $ 42,808,003 $ 41,000,179 $ 40,089,758 $ 38,793,527 6,463,638 9,121,952 8,163,982 9,052,590 11,905,058 13,261,505 14,855,640 17,649,288 21,628,933 24,979,320 $ 26,960,470 $ 51,239,216 $ 48,886,069 $ 50,066,712 $ 51,849,855 $ 52,511,716 $ 57,663,643 $ 58,649,467 $ 61,718,691 $ 63,772,847 $ 64,765,589 $ 90,371,074 $ 78,821,655 $ 82,091,805 $ 81,480,434 $ 82,768,194 $ 82,816,413 $ 81,837,071 $ 92,125,596 $ 91,618,014 18,118,070 10,453,449 12,633,770 10,569,693 11,599,951 9,649,085 8,690,172 5,451,441 4,010,180 3,353,897 19,950,937 23,914,473 26,308,049 29,876,760 32,804,168 36,684,053 41,989,339 50,310,955 43,072,663 47,609,546 $ 102,834,596 $ 124,738,996 $ 117,763,474 $ 122,538,258 $ 125,884,553 $ 129,101,332 $ 133,495,924 $ 137,599,467 $ 139,208,439 $ 142,581,457 $100 $80 U) o $60 $40 $20 2013 2014 Primary Government Net Position 2015 2016 2017 2018 2019 2020 2021 2022 ■ Net investment in capital assets ■ Restricted net position ■ Unrestricted net position Note 1: In fiscal years 2012 and 2013, the city had a change in accounting principle, a change in fund structure, and prior period adjustments. In addition, the city implemented GASB Statement No. 68 and GASB Statement No. 71 in fiscal year 2015, and GASB Statement No. 75 in fiscal year 2018. Prior years have not been adjusted to reflect these changes. Note 2: In 2021, the city used existing resources to purchase land for future capital construction and redeemed the judgment portion of the 2014A bonds early, accounting for $10,242,136 of the increase in the net investment in capital assets and decrease in unrestricted net position for governmental activities. f (continued) M CITY OF MONTICELLO Changes in Net Position Last Ten Fiscal Years (accrual basis of accounting) Expenses 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Governmental activities General government $ 1,623,727 $ 1,488,243 $ 1,447,725 $ 1,694,111 $ 1,656,666 $ 1,614,613 $ 1,927,752 $ 2,335.614 $ 2,604,600 $ 2,798,491 Public safety 1,884,981 1,880,193 1,960,009 2,187,363 2,208,971 2,377,661 2,406,748 2,658,246 3,089,673 3,168,835 Public works 5,163,461 5,223,345 5,312,612 5,480,074 5,292,743 5,548,199 5,765.576 4,777.282 4,833,405 5,556,590 Sanitation 487,268 517,956 563,477 600,300 614,328 615,586 610,944 681,948 754,132 784,052 Transit - 10,000 40,000 41,250 3,191 18,333 - - - - Recreation and culture 2,875,260 2,882,127 3,524,979 3,998,945 3,521,756 3,460,887 3,636,958 3,289,716 3,190,466 3,874,315 Economic development 1,005,813 1,084,620 1,547,875 756,620 488,380 1,206,067 872,984 1.914.825 - - Interest and fiscal charges 235,265 649,854 735,753 565,774 514,558 617,344 752,595 756,546 660,352 480,903 Total governmental activities 13,275,775 13,736,338 15,132,430 15,324,437 14,300,593 15,458,690 15,973,557 16,414,177 15,132,628 16,663,186 Business -type activities Water 1,009,600 1,084, 882 1,102,610 1,168,473 1,157, 506 1,235, 055 1,216,446 1,212,656 1,265, 578 1,348,348 Sewer 2,466,660 2,762,357 2,661,990 2,618,887 2,708,053 2,932,413 2,889.438 2.960,153 3,048,580 3,232,878 Stormwater - - - - - - - 658,771 732,851 797,995 Liquor 4,457,207 4,569,673 4,768,218 4,873,033 5,104,937 5,394,968 5.577,481 6,395.558 6,117,772 6,320,611 Fiber optics 5,240,871 2,919,170 2,536,461 2,483,262 2,252,287 2,276,015 1,990,052 2,063,712 2,081,312 2,005,196 Deputy registrar 293,531 300,236 313,968 345,492 390,658 421,662 458,695 538,625 596,933 785,822 Total business -type activities 13,467,869 11,636,318 11,383,247 11,489,147 11,613,441 12,260,113 12,132,112 13,829,475 13,843,026 14,490,850 Total primary government expenses $ 26,743,644 $ 25,372,656 $ 26,515,677 $ 26,813,584 $ 25,914,034 $ 27,718,803 $ 28,105.669 $ 30,243,652 $ 28,975,654 $ 31,154,036 Program Revenues Governmental activities Charges for services General government $ 147,244 $ 180,145 $ 214,087 $ 274,309 $ 239,460 $ 207,802 $ 232,336 $ 523,919 $ 837,564 $ 989,086 Public safety 163,366 164,616 320,158 894,311 851,307 780,236 921,916 799.227 1,305,778 956,541 Public works 544,404 371,671 521,697 527,425 283,241 217,675 373,581 156,657 94,452 147,269 Sanitation 16,653 48,385 104,786 89,956 80,774 169,337 381.328 522,088 622,549 750,623 Recreation and culture 1,307,149 1,331,581 1,488,197 1,437,659 1,493,651 1,630,915 1,602,473 652,729 948,130 1,473,281 Economic development - - 14,653 301,232 13,846 2,832 14,149 10,915 10,597 14,032 Operating grants and contributions 293,710 295,828 355,041 389,005 429,697 428,443 431.004 463,335 1,539,082 1,192,748 Capital grants and contributions 1,079,738 1,774,628 2,667,710 3,297,265 1,996,441 2,044,698 1,024,891 1,289,990 3,314,487 1,529,488 Total governmental activities program revenues 3,552,264 4,166,854 5,686,329 7,211,162 5,388,417 5,481,938 4,981,678 4,418,860 8,672,639 7,053,068 Business -type activities Charges for services Water 1,214, 570 1,117,226 1,126,718 1,172,258 1,415,441 1,432,194 1,300,191 1,541,694 1,782,204 1,769,524 Sewer 1,981,491 2,081,660 2,083,122 2,223,252 2,472,774 2,581,833 2,443,856 2,559,354 2,686,445 2,925,917 Stormwater - - - - - - 61,757 241,873 356,458 529,146 Liquor 5,085,924 5,166,066 5,493,925 5,450,630 5,755,166 6,090,981 6,377,457 7,405,960 7,105,934 7,174,059 Fiber optics 1,606,720 1,761,978 1,642,403 1,739,566 1,757,134 1,736,243 1,795,435 1,851,845 1,947,738 2,195,092 Deputy registrar 456,285 497,798 535,931 562,891 594,777 694,263 953,855 801,502 942,674 895,494 Operating grants and contributions - - - - - - - - 95,601 297,608 Capital grants and contributions - 488,628 1,454,980 2,000,456 699,901 925,195 1,646,123 1,488,339 1,842,947 1,522,921 Total business -type activities program revenues 10,344,990 11,113,356 12,337,079 13,149,053 12,695,193 13,460,709 14,578.674 15.890,567 16,760,001 17,309,761 Total primary government program revenues $ 13,897,254 $ 15,280,210 $ 18,023,408 $ 20,360,215 $ 18,083,610 $ 18,942,647 $ 19,560,352 $ 20,309,427 $ 25,432,640 $ 24,362,829 (continued) M CITY OF MONTICELLO Changes in Net Position Last Ten Fiscal Years (accrual basis of accounting) 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Net (expense)/revenue Governmental activities Business -type activities Total primary government net expense General Revenues and Other Changes in Net Position Governmental activities Taxes Property taxes Tax increment Franchise taxes Unrestricted grants and contributions Investment earnings Other Gain on sale of capital assets Transfers Total governmental activities Business -type activities Franchise taxes Unrestricted grants and contributions Investment earnings Miscellaneous Gain on extinguishment of debt Contribution of land to County Transfer of operations Transfers Total business -type activities Total primary government Changes in Net Position Governmental activities Business -type activities Total primary government $ (9,723,511) $ (9,569,484) $ (9,446,101) $ (8,113,275) $ (8,912,176) $ (9,976,752) $ (10,991,879) $ (11,995.317) $ (6,459,989) $ (9,610,118) (3,122,879) (522,962) 953,832 1,659,906 1,081,752 1,200,596 2,446,562 2,061,092 2,916,975 2,818,911 $ (12,846,390) $ (10,092,446) $ (8,492,269) $ (6,453,369) $ (7,830,424) $ (8,776,156) $ (8,545,317) $ (9,934,225) $ (3,543,014) $ (6,791,207) $ 7,961,229 $ 8,393,374 $ 8,683,585 $ 9,270,592 $ 9,560,482 $ 9,972,166 $ 10.375.714 $ 10.874,313 $ 11,180,595 $ 11,456,764 965,935 826,363 727,617 668,352 648,031 638,278 679,925 707,824 - - 320,640 357,409 333,484 412,217 436,248 386,622 432,934 418,030 383,045 388,074 65,228 27,502 - - - - - 886,544 - - (189,128) 784,347 278,465 375,614 379,107 364,364 969,216 666.325 (168.603) (915,858) 3,885 217,643 30,473 11,180 - - - - - - 489,782 - - - 1,725 15,000 - - 271,840 - 278,500 (3,411,500) 2,301,045 969,461 (550,265) 1,000,000 (2,223,245) 1,560,000 (200,000) - 9,896,071 7,195,138 12,354,669 11, 707, 416 10,475, 328 12, 376, 430 10,234, 544 15,113.036 11,466,877 10,928, 980 - - - - - - - - 53,942 53,000 _ - - - - - - 151,794 - - (117,175) 399,757 108,191 128,080 151,126 162,003 482,120 332,938 (101,693) (817,755) 65,468 - 88,157 5,218 - 379,246 - - - - - 20,990,451 - - - - - - (5,511,547) - - - - - - 356,900 - - - - - (278,500) 3,411,500 (2,301,045) (969,461) 550,265 (1,000,000) 2,223,245 (1,560,000) 200,000 - (330,207) 24,801,708 (7,616,244) (479,263) 701,391 (458,751) 2,705.365 (1,075,268) 152,249 (764,755) $ 9,565,864 $ 31,996,846 $ 4,738,425 $ 11,228,153 $ 11,176,719 $ 11,917,679 $ 12,939,909 $ 14,037,768 $ 11,619,126 $ 10,164,225 $ 172,560 $ (2,374,346) $ 2,908,568 $ 3,594,141 $ 1,563,152 $ 2,399,678 $ (757,335) $ 3,117,719 $ 5,006,888 $ 1,318,862 (3,453,086) 24,278,746 (6,662,412) 1,180,643 1,783,143 741,845 5,151,927 985,824 3,069,224 2,054,156 $ (3,280,526) $ 21,904,400 $ (3,753,844) $ 4,774,784 $ 3,346,295 $ 3,141,523 $ 4,394,592 $ 4,103.543 $ 8,076,112 $ 3,373,018 Note 1: The city made a fund structure change for the period ending December 31, 2013. Prior year data has not been restated as a result of this change. Note 2: The city implemented GASB Statement No. 68 and GASB Statement No. 71 in fiscal year 2015, and GASB Statement No. 75 in fiscal year 2018. Prior years have not been adjusted to reflect these changes. Note 3: The city created a new Stormwater enterprise fund in 2019. As part of creating the fund, all balances of the Storm Water Access capital projects fund were transferred to this fund. V1 CITY OF MONTICELLO General Governmental Tax Revenues Last Ten Fiscal Years (accrual basis of accounting) by Source Property Tax Franchise Year Tax Increment Tax Total 2013 $ 7,961,229 $ 965,935 $ 320,640 $ 9,247,804 2014 8,393,374 826,363 357,409 9,577,146 2015 8,683,585 727,617 333,484 9,744,686 2016 9,270,592 668,352 412,217 10,351,161 2017 9,560,482 648,031 436,248 10, 644, 761 2018 9,972,166 638,278 386,622 10,997,066 2019 10,375,714 679,925 432,934 11,488,573 2020 10,874,313 707,824 418,030 12,000,167 2021 11,180, 595 - 383,045 11, 563, 640 2022 11,456,764 - 388,074 11,844,838 Change 2013-2022 43.9% -100.0% 21.0% 28.1% Tax Revenues by Source $14 - -- .- — --------- _ —_ $12 ---- ----- $10 $8 ■ Property Tax $6 ■ Tax Increment ii ■ Franchise Tax $4 - -� $2 —_ 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. Source: Finance Department CITY OF MONTICELLO Fund Balances of Governmental Funds Last Ten Fiscal Years (modified accrual basis of accounting) Note 1: The City made a fund structure change for the period ending December 31, 2013. Prior year data has not been restated as a result of this change. Note 2: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. 9r 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 General Fund Nonspendable $ 258,100 $ 126,327 $ 113,302 $ 134,245 $ 110,869 $ 124,650 $ 135,139 $ 145,603 $ 142,846 $ 113,530 Unassigned 3,656,463 4,204,731 4,873,494 6,142,475 6,918,224 6,984,828 6,542,111 6,494,632 6,481,936 6,929,266 Total general fund $ 3,914,563 $ 4,331,058 $ 4,986,796 $ 6,276,720 $ 7,029,093 $ 7,109,478 $ 6,677,250 $ 6,640,235 $ 6,624,782 $ 7,042,796 All other governmental funds Nonspendable $ 1,822,926 $ 1,815,087 $ 4,259,743 $ 3,690,330 $ 23,488 $ 47,614 $ 72,028 $ 27,600 $ 29,474 $ 26,450 Restricted 10,928,985 10,453,449 8,619,905 6,987,234 7,924,461 5,867,997 7,567,522 5,008,177 2,948,572 2,090,545 Assigned 6,485,727 7,321,744 11,109,806 13,320,718 16,910,080 17,145,463 21,227,605 24,358,352 13,684,148 13,757,727 Total all other governmental funds $ 19,237,638 $ 19,590,280 $ 23,989,454 $ 23,998,282 $ 24,858,029 $ 23,061,074 $ 28,867,155 $ 29,394,129 $ 16,662,194 $ 15,874,722 Note 1: The City made a fund structure change for the period ending December 31, 2013. Prior year data has not been restated as a result of this change. Note 2: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. 9r CITY OF MONTICELLO Changes in Fund Balances of Governmental Funds Last Ten Fiscal Years (modified accrual basis of accounting) 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Revenues Property taxes Tax increments Franchise taxes Special assessments Licenses and permits Intergovernmental Charges for services Fines and forfeitures Investment earnings Interest on loans Other revenues Total revenues Expenditures General government Public safety Public works Sanitation Transit Recreation and culture Economic development Capital outlay Debt service Principal Interest and fiscal charges Bond issuance costs Total expenditures Excess of revenues over (under) expenditures Other financing sources (uses) Long-term debt issued Premium (discount) on debt issued Refunded bonds redeemed Sale of capital assets Transfers in Transfers out Total other financing sources (uses) Net change in fund balances $ 7,985,695 $ 8,407,627 $ 8,638,401 $ 9,295,983 $ 9,593,445 $ 9,967,550 $ 10,375,468 $ 10,860,311 $ 11,196,762 $ 11,435,128 965,935 826,363 727,617 668,352 648,031 638,278 679,925 707,824 - - 320,640 357,409 333,484 412,217 436,248 386,622 432,934 418,030 383,045 388,074 2,065,944 1,912,932 3,318,901 984,390 946,669 700,190 712,681 633,016 1,699,141 718,773 331,711 378,810 461,049 668,602 600,933 504,464 603,925 521,369 804,889 613,014 1,264,781 732,366 1,520,239 2,041,362 1,340,094 911,477 896,638 1,656,228 3,912,067 1,741,507 1,846,919 1,722,974 2,063,520 2,222,475 1,909,357 2,098,362 2,297,568 1,474,527 2,099,582 2,646,202 1,725 1,900 42,474 30,656 36,702 45,350 40,054 31,852 49,566 36,808 (183,242) 738,956 261,856 357,112 364,786 351,620 930,128 641,446 (164,300) (845,528) - - - - - - 10,929 8,635 4,392 3,873 700,776 413,113 475,170 589,394 335,530 302,469 436,264 521,109 1,046,419 1,204,820 15,300,884 15,492,450 17,842,711 17,270,543 16,211,795 15,906,382 17,416,514 17,474,347 21,031,563 17,942,671 1,576,653 1,450,930 1,465,458 1,489,892 1,617,680 1,656,557 1,777,352 2,170,661 2,639,420 2,684,854 1,805,434 1,845,073 1,972,986 2,036,777 2,178,728 2,354,453 2,449,765 2,743,954 2,874,183 2,989,883 1,707,576 1,793,162 1,734,562 1,941,750 2,009,481 2,079,305 2,393,638 1,899,315 2,123,898 2,406,209 505,996 517,956 563,477 600,300 614,328 615,586 610,944 681,948 754,132 784,052 - 10,000 40,000 41,250 3,191 18,333 - - - - 2,472,987 2,386,832 2,622,991 2,756,372 2,940,313 3,034,496 3,137,153 2,614,095 2,708,575 3,483,340 1,011,961 1,084,620 1,237,107 530,746 486,706 1,210,053 871,950 1,917,973 - - 1,357,254 2,220,883 2,238,365 6,235,029 5,430,272 9,708,481 7,941,452 4,910,889 7,405,428 2,999,832 5,290,750 5,411,000 5,028,000 5,681,653 3,921,000 2,285,000 2,855,000 3,385,000 6,555,000 2,315,000 930,982 658,983 570,753 529,116 470,508 522,220 634,241 756,908 697,793 498,959 - - 71,358 107,050 93,300 94,350 138,350 53,475 - - 16,659,593 17,379,439 17,545,057 21,949,935 19,765,507 23,578,834 22,809,845 21,134,218 25,758,429 18,162,129 (1,358,709) (1,886,989) 297,654 (4,679,392) (3,553,712) (7,672,452) (5,393,331) (3,659,871) (4,726,866) (219,458) 6,080,000 2,605,000 4,900,000 5,000,000 5,000,000 8,000,000 2,155,000 - - - (12,374) 46,898 97,503 78,814 40,882 131,662 101,280 - - (10,690,000) - - - - - - - - - 12,428 - 30,473 11,180 1,725 15,000 29,340 333,550 271,840 - 6,906,770 4,914,385 4,261,817 2,192,636 1,029,628 2,082,845 5,928,040 2,760,000 6,977,964 108,801 (7,158,933) (8,325,885) (2,186,930) (1,223,175) (944,335) (1,182,845) (3,321,858) (1,200,000) (8,751,621) (258,801) (10,929,735) 2,656,126 4,757,258 5,978,144 5,165,832 5,955,882 10,767,184 4,149,830 (1,501,817) (150,000) $ (12,288,444) $ 769,137 $ 5,054,912 $ 1,298,752 $ 1,612,120 $ (1,716,570) $ 5,373,853 $ 489,959 $ (6,228,683) $ (369,458) Debt service as percentage of noncapital expenditures 41.7% 40.0% 35.1% 38.0% 30.4% 20.1% 26.4% 24.9% 39.2% 18.2% Note 1: The city made a fund structure change for the period ending December 31, 2013. Prior year data has not been modified to reflect this change. Note 2: The city redeemed the judgment portion of the 2014A bonds early in 2021. 100 Governmental Funds Tax Revenues by Source Last Ten Fiscal Years (modified accrual basis of accounting) Year 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Change 2013-2022 CITY OF MONTICELLO Property Tax Franchise Tax Increment Tax Total $ 7,985,695 $ 965,935 $ 320,640 $ 9,272,270 8,407,627 826,363 357,409 9,591,399 8,638,401 727,617 333,484 9,699,502 9,295,983 668,352 412,217 10, 376, 552 9,593,445 648,031 436,248 10, 677, 724 9,967,550 638,278 386,622 10,992,450 10, 375, 468 679,925 432,934 11,488, 327 10,860,311 707,824 418,030 11,986,165 11,196,762 - 383,045 11,579,807 11,435,128 - 388,074 11,823,202 43.2% -100.0% 21.0% 27.5% Tax Revenues by Source $14 $12___._�`----.---.--- $10 _ $8 ■ Property Tax 0 — ■ Tax Increment ■ Franchise Tax 4 $2 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. Source: Finance Department 101 Tax Capacity Value and Estimated Market Value of Taxable Property Last Ten Fiscal Years CITY OF MONTICELLO Total Real Property Net Tax Fiscal Residential % of Commercial % of Personal % of Ag/Misc Year Property Total Property Total Property Total Property 2013 $ 4,824,117 25.4% $ 13,793,916 72.5% $ 239,129 1.3% $ 164,609 2014 5,408,138 21.9% 18,818,097 76.4% 235,713 1.0% 184,750 2015 5,861,759 22.1% 20,316,219 76.4% 238,732 0.9% 164,516 2016 6,505,649 23.0% 21,386,874 75.6% 248,668 0.9% 166,437 2017 7,325,880 24.2% 22,510,588 74.4% 272,344 0.9% 141,596 2018 8,086,159 27.1% 21,262,918 71.4% 286,580 1.0% 148,899 2019 8,924,604 29.2% 21,267,629 69.5% 274,720 0.9% 143,962 2020 9,422,801 29.6% 21,941,590 69.0% 296,422 0.9% 135,311 2021 10,298,432 32.4% 21,153,822 66.5% 188,572 0.6% 187,144 2022 12,798,435 36.3% 22,043,296 62.5% 213,032 0.6% 223,509 CITY OF MONTICELLO Total Taxable Net Tax Capacity Value (Excludes Personal and Ag/Misc Property) $35 $30 $25 $20 ■ Residential $15 ■ Commercial $10 $5 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The fiscal year is for the values in the year levied (for taxes collectible in the following year). Note 2: Tax exempt property values are not included in total taxable net tax capacity value. Source: Wright County Certificate of Taxes and Taxable Properties. 102 Total Net Tax Taxable Net Capacity as a % of Tax Capacity % of Total Direct Total Percentage of Total Value Total Tax Rate Market Value Market Value 0.9% $ 19,021,771 100.0% 42.262 $ 1,201,075,800 1.6% 0.7% 24,646,698 100.0% 44.709 1,513,570,400 1.6% 0.6% 26,581,226 100.0% 35.737 1,712,125,200 1.6% 0.6% 28,307,628 100.0% 34.471 1,828,437,600 1.5% 0.5% 30,250,408 100.0% 33.172 1,962,020,100 1.5% 0.5% 29,784,556 100.0% 32.333 1,974,154,400 1.5% 0.5% 30,610,915 100.0% 34.262 2,054,313,700 1.5% 0.4% 31, 796,124 100.0% 34.967 2,135, 371,400 1.5% 0.6% 31,827,970 100.0% 35.659 2,173,573,500 1.5% 0.6% 35,278,272 100.0% 36.536 2,404,352,474 1.5% Total Taxable Net Tax Capacity Value (Excludes Personal and Ag/Misc Property) $35 $30 $25 $20 ■ Residential $15 ■ Commercial $10 $5 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The fiscal year is for the values in the year levied (for taxes collectible in the following year). Note 2: Tax exempt property values are not included in total taxable net tax capacity value. Source: Wright County Certificate of Taxes and Taxable Properties. 102 CITY OF MONTICELLO Property Tax Rates - All Direct and Overlapping Governments Last Ten Fiscal Years Total (1) Direct and Overlaonina 113.39 116.43 99.21 96.38 90.03 89.00 99.70 96.44 95.95 97.00 Property Tax Rates For the three highest taxing authorities 50 45 ----._....___ _._ _.-___._ . _______._ _ _ _._ _ - _.__-____ -41-Wright 40 County 35 30 School a> 25 -- --- - --------- 20 District 15 #882 --f--City of 10 5 Monticello 0 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: Information reflects total tax rates levied by each entity. Tax rates are expressed in terms of "net tax capacity." A property's tax capacity is determined by multiplying its taxable market value by a state determined class rate. Class rates vary by property type and change periodically based on state legislation. Components of the direct rate are not Source: Wright County 103 Overlapping Taxing Districts Monticello City Wright School Special Year of Monticello County District #882 Districts 2013 42.26 44.29 26.23 0.61 2014 44.71 43.45 28.27 - 2015 35.74 40.59 22.88 - 2016 34.47 39.97 20.86 1.08 2017 33.17 39.60 16.24 1.02 2018 32.33 39.95 15.62 1.09 2019 34.26 44.27 19.97 1.20 2020 34.97 44.42 15.87 1.18 2021 35.66 43.72 15.39 1.18 2022 36.54 43.75 15.46 1.25 Total (1) Direct and Overlaonina 113.39 116.43 99.21 96.38 90.03 89.00 99.70 96.44 95.95 97.00 Property Tax Rates For the three highest taxing authorities 50 45 ----._....___ _._ _.-___._ . _______._ _ _ _._ _ - _.__-____ -41-Wright 40 County 35 30 School a> 25 -- --- - --------- 20 District 15 #882 --f--City of 10 5 Monticello 0 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: Information reflects total tax rates levied by each entity. Tax rates are expressed in terms of "net tax capacity." A property's tax capacity is determined by multiplying its taxable market value by a state determined class rate. Class rates vary by property type and change periodically based on state legislation. Components of the direct rate are not Source: Wright County 103 Property Tax Levies and Collections Last Ten Fiscal Years PROPERTY TAXES Source: Wright County Total Collections Collected within the Collections in Net Tax Year of the Net Levy Fiscal Levy for % of % of Year Fiscal Year Amount Net Levy 2013 $ 7,900,724 $ 7,827,356 99.1% 2014 8,151,086 8,109,373 99.5% 2015 8,535,565 8,498,745 99.6% 2016 9,205,700 9,177,787 99.7% 2017 9,430,000 9,416,303 99.9% 2018 9,870,000 9,850,163 99.8% 2019 10,310,000 10,289,339 99.8% 2020 10,800,000 10,770,454 99.7% 2021 11,063,700 11,053,758 99.9% 2022 11, 353,000 11, 314, 942 99.7% Source: Wright County CITY OF MONTICELLO Total Uncollected % of Amount Net Levy 1,158 912 669 68 2,925 3,833 7,043 36,725 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.3% 104 Total Collections Collections in to Date Abatements Subsequent % of and Years Amount Net Levy Adjustments $ 40,584 $ 7,867,940 99.6% $ (31,626) 33,788 8,143,161 99.9% (7,013) 23,627 8,522,372 99.8% (12,524) 24,415 9,202,202 100.0% (3,430) 12,151 9,428,454 100.0% (1,546) 11,274 9,861,437 99.9% (8,563) 27,565 10,316,904 100.1% 9,829 1,916 10,772,370 99.7% (23,797) 14,556 11,068,314 100.0% 11,657 - 11,314,942 99.7% (1,333) CITY OF MONTICELLO Total Uncollected % of Amount Net Levy 1,158 912 669 68 2,925 3,833 7,043 36,725 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.3% 104 CITY OF MONTICELLO Principal Property Taxpayers Current Year and Nine Years Ago $ 912,673,600 $ 17,802,501 50.5% $ 558,182,300 $ 11,151,793 58.6% (1) The market value and taxable net tax capacity value is for taxes levied in 2021, which are payable in 2022. Source: Wright County Certificate of Taxes and Taxable Properties and 2012 City of Monticello Financial Report 105 2022 2013 Percentage Percentage Taxable Total Taxable Total (1) Net Tax Net Tax Net Tax Net Tax Market Capacity Capacity Market Capacity Capacity Taxpayer Value Value Rank Value Value Value Rank Value Xcel Energy (Northern States) $ 796,071,000 $ 15,905,303 1 45.1% $ 495,349,400 $ 9,901,516 1 52.1% IRET Properties 35,840,200 448,003 2 1.3% Mills Fleet Farm (Venturian Holdings) 13,211,000 261,220 3 0.7% Monticello Sr. Housing Own LLC 12,318,000 153,975 4 0.4% Target Corporation 10,300,000 205,250 5 0.6% 11,819,200 235,634 3 1.2% Walmart Real Estate Bus Trust 9,980,000 198,850 6 0.6% 12,804,100 255,332 2 1.3% Clear Creek Land Company, LLC 9,698,400 192,468 7 0.5% RCG-Monticello MN, LLC 9,204,900 179,598 8 0.5% Bluffs in Monticello LLC 8,245,600 103,244 9 0.3% UMC Real Estate LLC 7,804,500 154,590 10 0.4% CentraCare Medical Center (New River) 0.0% 7,544,100 150,882 4 0.8% Home Depot USA, Inc. 0.0% 7,225,200 143,754 5 0.8% BBF Properties 3,977,400 78,798 9 0.4% Spirit Master Funding (Muller Theatres) 5,536,400 109,597 6 0.6% AX TC Retail, LP 5,154,800 101,596 7 0.5% RCE Property LLC 4,788,600 95,022 8 0.5% Minnegasco Inc 3,983,100 79,662 10 0.4% $ 912,673,600 $ 17,802,501 50.5% $ 558,182,300 $ 11,151,793 58.6% (1) The market value and taxable net tax capacity value is for taxes levied in 2021, which are payable in 2022. Source: Wright County Certificate of Taxes and Taxable Properties and 2012 City of Monticello Financial Report 105 CITY OF MONTICELLO New Construction and Bank Deposits Last Ten Fiscal Years Building Permits Bank Deposits (000s) New New New New Total New Commercial Commercial Residential Residential Residential & Percent Year Permits Value Permits Value Commercial Total (1) Change 2013 3 $ 1,790,000 52 $ 8,920,580 $ 10,710,580 $ 1,425,497 1.3% 2014 3 2,106,000 72 12,317,617 14,423,617 1,486,376 4.3% 2015 2 763,000 44 8,836,399 9,599,399 1,557,782 4.8% 2016 7 19,425,000 61 12,750,071 32,175,071 1,643,984 5.5% 2017 3 3,270,264 64 13,358,118 16,628,382 1,765,565 7.4% 2018 4 6,783,829 58 12,148,575 18,932,404 1,827,691 3.5% 2019 4 7,228,571 56 10,712,880 17,941,451 1,915,042 4.8% 2020 1 1,050,000 68 12,473,308 13,523,308 2,387,138 24.7% 2021 4 6,112,240 95 21,993,822 28,106,062 2,736,992 14.7% 2022 5 23,075,719 35 9,763,675 32,839,394 2,828,229 3.3% New Residential and Commercial Construction $25,000,000 $20,000,000 $15,000,000 �i Residential ■ Commercial $10,000,000 $5,000,000 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 (1) Reported for Wright County as of June 30 Source: City of Monticello building department and FDIC Market Share Reports 106 CITY OF MONTICELLO Water Sold by Customer Type Last Ten Fiscal Years (gallons) Total % of % of % of % of Water % of Year Residential Total Commercial Total Industrial Total Government Total Sold Total 2013 383,079,041 68.8% 85,819,687 15.4% 45,954,136 8.2% 42,206,803 7.6% 557,059,667 100.0% 2014 328,835,772 68.2% 79,370,922 16.5% 38,308,124 7.9% 35,566,000 7.4% 482,080,818 100.0% 2015 325,188,041 68.1% 76,283,322 16.0% 38,897,216 8.1% 37,005,919 7.8% 477,374,498 100.0% 2016 329,068,876 67.7% 77,795,226 16.0% 42,407,860 8.7% 36,647,583 7.5% 485,919,545 100.0% 2017 371,596,967 67.7% 93,770,712 17.1% 43,220,312 7.9% 40,409,649 7.4% 548,997,640 100.0% 2018 352,322,681 67.3% 89,911,481 17.2% 43,067,083 8.2% 38,128,401 7.3% 523,429,646 100.0% 2019 307,411,101 64.0% 93,783,767 19.5% 44,120,527 9.2% 35,187,913 7.3% 480,503,308 100.0% 2020 392,258,038 70.1% 92,058,431 16.5% 39,630,515 7.1% 35,351,965 6.3% 559,298,949 100.0% 2021 442,964,466 71.6% 97,483,202 15.8% 39,768,999 6.4% 38,252,736 6.2% 618,469,403 100.0% 2022 409,192,333 69.5% 96,391,875 16.4% 45,202,637 7.7% 37,749,850 6.4% 588,536,695 100.0% Source: City of Monticello utility billing department 107 CITY OF MONTICELLO Water and Sewer Utility Rates Last Ten Fiscal Years Note: The city began billing monthly in 2017 Source: City of Monticello fee schedule Residential & Commercial Water Sewer Rate Tier 1 Rate Tier 2 Rate Tier 3 Rate Tier 4 State of Rate Tier 1 Rate Tier 1 Base Rate 501-4,000 4,001-13,369 Over 13,369 Minnesota Base Rate Over 500 Fiscal First 500 per 100 per 100 per 100 Connection First 500 per 100 Year Cubic Feet Cubic Feet Cubic Feet Cubic Feet Fee Cubic Feet Cubic Feet 2013 $ 17.00 $ 1.13 $ 1.31 $ 1.43 $ - $ 20.65 $ 3.70 2014 17.00 1.13 1.31 1.43 - 20.65 3.70 2015 17.85 1.19 1.38 1.50 - 21.69 3.89 2016 18.85 1.22 1.41 1.50 - 22.69 3.97 Residential & Commercial Water Sewer Rate Tier 1 Rate Tier 2 Rate Tier 3 Rate Tier 4 State of Rate Tier 1 Rate Tier 1 Base Rate 1,001-10,000 10,001-33,000 Over 33,000 Minnesota Base Rate Over 1,000 Fiscal First 1,000 per 1,000 per 1,000 per 1,000 Connection First 1,000 per 1,000 Year Gallons Gallons Gallons Gallons Fee Gallons Gallons 2017 6.45 1.66 1.92 2.09 - 8.05 5.48 2018 6.95 1.70 1.97 2.15 - 8.75 5.63 2019 7.10 1.74 2.02 2.21 - 9.00 5.77 2020 7.10 1.74 2.02 2.21 0.81 9.18 5.89 2021 7.81 1.83 2.12 2.32 0.81 10.10 6.19 2022 8.04 1.88 2.18 2.39 0.81 10.40 6.38 Note: The city began billing monthly in 2017 Source: City of Monticello fee schedule Ratios of Outstanding Debt by Type Last Ten Fiscal Years Govemmental activities General obligation bonds Special assessment Other Tax abatement Net premium (discount) Total GO bonds Certificates of indebtedness Total general obligation debt Non -general obligation bonds Revenue bonds Total governmental activities Business -type activities General obligation revenue bonds Non -general obligation Revenue bonds PFA notes Net premium (discount) Total business -type activities Total primary government % of personal income (1) Per capita debt (1) 2013 2014 2015 2016 2017 2018 2019 CITY OF MONTICELLO $ 13,010,000 $ 12,203,653 $ 11,689,653 $ 12,730,000 $ 12,695,000 $ 10,925,000 $ 9,200,000 $ 9,290,000 $ 8,050,000 $ 6,780,000 7,506,653 10,487,000 9,563,000 7,686,000 5,785,000 5,375,000 11,600,000 10,770,000 5,960,000 5,435,000 - - - - 2,960,000 7,800,000 8,390,000 7,845,000 7,280,000 6,700,000 265,320 67,350 190,196 159,266 128,336 105,777 69,187 44,028 18,869 - 20,781,973 22,758,003 21,442,849 20,575,266 21,568,336 24,205,777 29,259,187 27,949,028 21,308,869 18,915,000 445,000 385,000 325,000 265,000 200,000 135,000 70,000 - - - 21,226,973 23,143,003 21,767,849 20,840,266 21,768,336 24,340,777 29,329,187 27,949,028 21,308,869 18,915,000 1,782,784 985,000 - - - - - - - - $ 23,009,757 $ 24,128,003 $ 21,767,849 $ 20,840,266 $ 21,768,336 $ 24,340,777 $ 29,329,187 $ 27,949,028 $ 21,308,869 $ 18,915,000 $ 3,479,347 $ 3,206,347 $ 2,930,347 $ 2,460,000 $ 2,280,000 $ 2,095,000 $ 1,910,000 $ 1,720,000 $ 1,525,000 $ 1,325,000 26, 445, 000 - - - - - - - - - - - 615,268 1,927,850 1,998,402 1,903,000 1,800,000 1,696,000 1,591,000 1,485,000 (360,211) 31,941 30,339 27,354 23,495 21,510 19,524 17,539 15,553 - $ 29,564,136 $ 3,238,288 $ 3,575,954 $ 4,415,204 $ 4,301,897 $ 4,019,510 $ 3,729,524 $ 3,433,539 $ 3,131,553 $ 2,810,000 $ 52,573,893 $ 27,366,291 $ 25,343,803 $ 25,255,470 $ 26,070,233 $ 28,360,287 $ 33,058,711 $ 31,382,567 $ 24,440,422 $ 21,725,000 10.1% 5.1% 4.4% 4.2% 4.2% 4.4% 4.8% 4.4% 3.1% 2.5% $ 4,055 $ 2,106 $ 1,931 $ 1,899 $ 1,944 $ 2,093 $ 2,399 $ 2,260 $ 1,691 $ 1,486 (1) See the Schedule of Demographic and Economic Statistics. Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. CITY OF MONTICELLO Ratios of Net General Obligation Bonded Debt Outstanding Last Ten Fiscal Years Year 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 (1) Does not include revenue bonds. General Obligation Bonds (1) $ 24,706,320 26,349,350 24,728,535 23,327,620 24,071,831 26,457,287 31,258,711 29,686,567 22,849,422 20,240,000 Less Net Position Restricted for Debt Service Total $ 9,660,316 9,942,901 9,266,800 7,009,231 6,359,147 6,082,504 5,251,080 2,565,047 2,185,818 2,237,657 $ 15,046,004 16,406,449 15,461,735 16,318,389 17,712,684 20,374,783 26,007,631 27,121,520 20,663,604 18,002,343 Percentage of Estimated Actual Market Value of Property (2) Per Capita (3) 1.25% $ 1,161 1.08% 1,263 0.90% 1,178 0.89% 1,227 0.90% 1,321 1.03% 1,503 1.27% 1,887 1.27% 1,953 0.95% 1,430 0.75% 1,231 (2) See the Schedule of Taxable Net Tax Capacity Value and Estimated Market Value of Taxable Property for the estimated actual market value. (3) See the Schedule of Demographic and Economic Statistics. Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. 110 Legal Debt Margin Information Last Ten Fiscal Years Fiscal Year CITY OF MONTICELLO Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. Market value data provided in Wright County Certificate of Taxes and Taxable Properties. 1, 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Legal debt limit $ 35,671,296 $ 45,407,112 $ 51,363,756 $ 54,853,128 $ 58,860,603 $ 59,224,632 $ 61,629,411 $ 64,061,142 $ 65,207,205 $ 73,983,876 Total net debt applicable to debt limit 6,200,000 10,872,000 9,888,000 7,951,000 8,945,000 13,310,000 20,060,000 14,390,000 9,215,000 8,315,000 Legal debt margin $ 29,471,296 $ 34,535,112 $ 41,475,756 $ 46,902,128 $ 49,915,603 $ 45,914,632 $ 41,569,411 $ 49,671,142 $ 55,992,205 $ 65,668,876 Total net debt applicable to debt limit as a percentage of debt limit 17.4% 23.9% 19.3% 14.5% 15.2% 22.5% 32.5% 22.5% 14.1% 11.2% Legal Debt Margin Calculation Market value for fiscal year 2021 (payable 2022) $ 2,466,129,200 Debt limit (3% of market value) $ 73,983,876 Debt applicable to limit General obligation bonds $ 20,240,000 Less amounts for general obligation bonds not subject to debt limit (11,925,000) Total net debt applicable to limit 8,315,000 Legal debt margin $ 65,668,876 Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. Market value data provided in Wright County Certificate of Taxes and Taxable Properties. 1, Computation of Direct and Overlapping Debt As of December 31, 2022 Jurisdiction DIRECT DEBT: City of Monticello OVERLAPPING DEBT: I.S.D. 882 Wright County Total Overlapping Debt Total direct and overlapping debt CITY OF MONTICELLO Estimated Gross Percentage Amount Bonded Debt Applicable Applicable to Outstanding to City (1) City $ 18,915,000 100.0% $ 18,915,000 44,393,291 74.7% 33,161,788 148,576,431 14.4% 21,395,006 54,556,794 $ 73,471,794 (1) The percentage of overlapping debt applicable is estimated using taxable assessed property values. Applicable percentages were estimated by determining the portion of the government's taxable assessed value that is within the City's boundaries and dividing it by the government's total taxable assessed value. Note: Overlapping governments are those that coincide, at least in part, with the geographic boundaries of the City. This schedule estimates the portion of the outstanding debt of those overlapping governments that is borne by the residents and businesses of the City. This process recognizes that, when considering the government's ability to issue and repay long-term debt, the entire debt burden borne by the residents and businesses should be taken into account. However, this does not imply that every taxpayer is a resident and, therefore, responsible for repaying the debt of each overlapping government. Source: The Wright County auditor provided the debt outstanding and estimated applicable percentages for the school district and county. 112 CITY OF MONTICELLO Schedule of General Obligation Revenue Bond Coverage Last Ten Fiscal Years Sewer Fund: Net Revenue Gross Operating Available for Debt Service Requirements (3) Year (3) Revenues (1) Expenses(2) Debt Service Principal Interest Total Coverage 2014 $ 2,081,660 $ 1,570,197 $ 511,463 $ 273,000 $ 91,963 $ 364,963 140.1% 2015 2,083,122 1,479,157 603,965 276,000 84,158 360,158 167.7% 2016 2,223,252 1,411,831 811,421 570,830 78,002 648,832 125.1% 2017 2,472,774 1,552,617 920,157 289,000 63,823 352,823 260.8% 2018 2,581,833 1,674,428 907,405 287,149 81,125 368,274 246.4% 2019 2,443,856 1,596,714 847,142 288,000 76,826 364,826 232.2% 2020 2,559,354 1,663,234 896,120 294,000 72,972 366,972 244.2% 2021 2,686,445 1,777,133 909,312 300,000 67,126 367,126 247.7% 2022 2,925,917 1,980,086 945,831 306,000 61,817 367,817 257.1% (1) Total revenues does not include investment earnings. (2) Total operating expenses excluding depreciation. Source: Finance Department 113 CITY OF MONTICELLO Demographic and Economic Statistics Last Ten Fiscal Years Notes/sources: (1) Minnesota State Demographic Center population estimates. (2) Annual average unemployment rate for Wright County provided by the Minnesota Department of Employment & Economic Development. (3) ISD No. 882 enrollment information was obtained from the District's Financial Report for the year ended June 30, 2022. (4) This estimated personal income number is calculated by taking the per capita personal income and multiplying it by the City's population. Also see note (5) regarding the per capita personal income figures. (5) Per capita personal income data is provided by the Bureau of Economic Analysis. Monticello's estimates are based on Wright County information. Wright County, where Monticello is located, is the smallest, relevant statistical tracking area. Data is subject to annual revisions by the Bureau of Economic Analysis. 114 Per Estimated Capita Unemployment School Personal Personal Year Population (1) rate (2) Enrollment (3) Income (4) Income (5) 2013 12,964 4.6% 4,031 $ 520,193,464 $ 40,898 2014 12,993 3.8% 4,010 531,660,567 41,844 2015 13,125 3.7% 4,115 570,058,125 43,710 2016 13,299 4.3% 4,027 603,960,786 45,458 2017 13,409 3.5% 4,075 620,461,248 46,333 2018 13,553 3.4% 4,158 644,811,081 48,370 2019 13,782 3.8% 4,053 691,594,542 50,480 2020 13,886 4.4% 4,099 716,642,574 51,609 2021 14,455 2.5% 4,113 798,176,190 55,218 2022 14,619 3.6% 4,206 858,953,964 58,756 Notes/sources: (1) Minnesota State Demographic Center population estimates. (2) Annual average unemployment rate for Wright County provided by the Minnesota Department of Employment & Economic Development. (3) ISD No. 882 enrollment information was obtained from the District's Financial Report for the year ended June 30, 2022. (4) This estimated personal income number is calculated by taking the per capita personal income and multiplying it by the City's population. Also see note (5) regarding the per capita personal income figures. (5) Per capita personal income data is provided by the Bureau of Economic Analysis. Monticello's estimates are based on Wright County information. Wright County, where Monticello is located, is the smallest, relevant statistical tracking area. Data is subject to annual revisions by the Bureau of Economic Analysis. 114 Principal Employers Current Year and Nine Years Ago Emplover Emplovees ISD No. 882 (Monticello) 684 Xcel Energy (Northern States) 650 CentraCare Medical Center (New River) 577 Cargill Kitchen Solutions (Sunny Fresh) 425 Target 307 Wal-Mart Supercenter 225 Ultra Machine Corporation 215 City of Monticello 176 Home Depot 157 WSI Industries, Inc. 120 Cub Foods Hoglund Bus/Hoglund Truck 2,852 2022 CITY OF MONTICELLO 2013 (1) The city estimates its workforce by using the city's percentage of total county population and multiplying that number by the county's total workforce. Source: City of Monticello 2022 Survey and 2013 City of Monticello ACFR. 115 Percentage of Percentage of Total City Total City Rank Employment (1) Employees Rank Employment (1) 1 8.5% 544 2 5.5% 2 8.1% 2,000 1 20.2% 3 7.2% 500 3 5.1% 4 5.3% 350 4 3.5% 5 3.8% 6 2.8% 325 5 3.3% 7 2.7% 173 7 1.8% 8 2.2% 127 9 1.3% 9 2.0% 160 8 1.6% 10 1.5% 180 6 1.8% 88 10 0.9% (1) The city estimates its workforce by using the city's percentage of total county population and multiplying that number by the county's total workforce. Source: City of Monticello 2022 Survey and 2013 City of Monticello ACFR. 115 CITY OF MONTICELLO City Government Employees by Function/Program Last Ten Fiscal Years Employees by function General Fund General government Public safety Building Fire marshal Public works Engineering Maintenance(1) Recreation and culture Parks (1) Community development Special Revenue Funds Recreation and culture Community center - FT Community center - PT(2) Enterprise Funds Sewer/water Deputy registrar Liquor store FiberNet(3) Internal Services Funds Facilities maintenance Information technology Total Employees by fund type General Fund Special Revenue Funds Enterprise Funds Fiscal Year 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 11.00 12.50 12.50 13.50 11.50 11.50 11.50 11.75 10.75 11.75 3.00 3.00 4.00 4.00 4.00 3.00 3.00 3.00 4.00 4.00 - - - - - 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 3.00 3.00 19.00 18.50 18.50 18.50 10.50 9.50 9.60 8.80 8.60 8.30 5.00 5.00 5.00 5.00 13.00 10.00 8.90 9.90 10.70 11.10 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 8.00 7.50 7.50 7.50 7.50 7.50 7.50 7.50 6.00 6.00 36.50 36.50 36.50 36.50 38.10 37.30 35.00 14.70 16.80 25.70 4.00 4.00 5.00 5.00 6.00 6.00 6.50 6.50 7.50 8.90 5.00 5.00 5.00 5.00 7.50 7.00 7.60 6.80 8.90 9.20 10.00 11.50 11.50 11.50 12.40 13.10 14.20 11.90 12.50 13.20 8.50 8.50 8.50 - - - - - - - - - - - - - - - 1.00 1.00 - - - - - - - - 1.00 1.00 113.00 115.00 117.00 109.50 113.50 109.90 108.80 85.85 93.75 105.15 41.00 42.00 43.00 44.00 42.00 39.00 38.00 38.45 40.05 40.15 44.50 44.00 44.00 44.00 45.60 44.80 42.50 22.20 22.80 31.70 27.50 29.00 30.00 21.50 25.90 26.10 28.30 25.20 30.90 33.30 113.00 115.00 117.00 109.50 113.50 109.90 108.80 85.85 93.75 105.15 FT = Full-time PT = Part-time (1) Includes seasonal employees (2) 2013 was estimated using 2014 levels as data was not previously tracked. Reduction in 2020 was due to COVID-19 pandemic. (3) Management and operations were contracted out beginning July 1, 2016. Source: City of Monticello Human Resources Department 116 Operating Indicators by Function Last Ten Fiscal Years Fiscal Year CITY OF MONTICELLO Function Fire Calls for service 270 286 262 270 312 269 294 272 373 384 Public works Salt (tons) 475 385 534 525 461 585 752 730 700 600 Sand (tons) 325 600 285 300 397 329 432 400 - 24 Crack sealant (pounds) 25,739 23,282 29,580 49,039 46,721 46,868 47,176 44,456 18,276 - Asphalt repairs (tons of asphalt) 225 190 293 220 167 164 492 443 527 664 Recreation and culture Shade trees planted 275 270 257 280 320 305 314 220 300 75 Diseased trees removed 71 46 208 60 40 12 15 6 25 15 Trails maintained (miles) 17 18 18 20 40 40 41 41 42 43 Community center users 211,234 204,134 199,228 197,523 188,124 183,523 183,521 71,632 94,448 117,942 Program sales $ 192,708 $ 184,125 $ 213,924 $ 193,628 $ 162,461 $ 183,194 $ 112,506 $ 17,930 $ 44,837 $ 62,486 Rental revenue $ 163,329 $ 150,964 $ 154,938 $ 168,353 $ 190,343 $ 199,200 $ 197,351 $ 73,096 $ 127,144 $ 155,364 Library Items checked out 263,220 199,182 195,235 190,433 182,986 182,691 171,460 112,334 143,223 138,428 Programs offered 173 169 167 212 290 287 243 102 104 133 Program participants 3,773 3,788 3,919 4,306 5,336 5,059 4,788 4,810 1,772 3,317 Economic development Permits issued 659 721 768 802 911 856 837 957 1,008 909 Permit valuation $ 15,821,223 $ 19,714,895 $ 36,242,742 $ 59,426,683 $ 43,853,123 $ 33,125,788 $ 45,723,446 $ 32,453,366 $ 66,827,121 $ 41,989,848 New residential dwellings 52 72 44 61 64 58 56 68 95 35 Water Meters read 15,815 16,099 16,520 16,800 51,240 52,092 52,752 53,496 54,564 56,402 Meters/remotes replaced 235 598 694 991 734 606 426 54 58 75 Water valves maintained 100 242 436 400 400 401 447 120 533 479 Hydrants maintained 300 203 430 250 177 172 428 153 216 225 Residential water gallons used 383,079,041 328,835,772 325,188,041 329,068,876 371,596,967 352,322,681 307,411,101 392,258,038 442,964,466 409,192,333 Sewer Sewer flow (MG) 392 435 417 432 445 434 473 446 482 425 Thickened sludge (wet tons) n/a 1,924 1,549 1,449 1,578 2,115 2,145 2,072 2,207 2,231 Thickened sludge (dry tons) n/a 264 236 216 229 333 336 314 336 317 Dry tons as % of wet tons n/a 13.72% 15.24% 14.91% 14.51% 15.74% 15.66% 15.48% 15.22% 14.21% Operating Indicators by Function Last Ten Fiscal Years (continued) Fiber optics Customers Service subscriptions TV customers Phone customers Internet customers Liquor store Transactions Average liquor sale transaction Beer sales Liquor sales Wine sales Other sales Gross profit margin % - beer Gross profit margin % - liquor Gross profit margin % - wine Annual sales increase Deputy registrar (DMV) Motor vehicle transactions DNR transactions Game/fish transactions Drivers licenses transactions Total transactions Dealerships serviced Net revenue per transaction N/A = Not Available MG = Millions of Gallons (continued) Fiscal Year CITY OF MONTICELLO 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 n/a 1,539 1,574 1,630 1,671 1,639 1,701 1,851 1,842 1,786 n/a 2,755 2,656 2,589 2,528 2,388 2,381 2,439 2,394 2,283 n/a 813 714 641 543 458 395 323 289 256 n/a 582 518 461 431 386 362 315 297 275 n/a 1,360 1,424 1,487 1,554 1,544 1,624 1,801 1,808 1,752 n/a 229,236 237,535 235,901 248,356 261,071 267,276 260,957 250,962 249,604 n/a $ 22 $ 22 $ 22 $ 22 $ 23 $ 23 $ 27 $ 27 $ 28 $ 2,539,168 $ 2,604,942 $ 2,763,478 $ 2,768,394 $ 2,933,853 $ 3,074,408 $ 3,252,142 $ 3,838,912 $ 3,665,223 $ 3,695,676 $ 1,506,776 $ 1,546,118 $ 1,634,198 $ 1,624,908 $ 1,739,562 $ 1,909,953 $ 2,019,096 $ 2,351,072 $ 2,276,808 $ 2,340,709 $ 860,817 $ 868,779 $ 927,732 $ 889,082 $ 894,151 $ 904,385 $ 894,005 $ 982,113 $ 915,444 $ 882,772 $ 138,854 $ 145,903 $ 166,654 $ 171,420 $ 192,615 $ 201,482 $ 212,052 $ 232,452 $ 249,112 $ 253,581 22.5% 21.4% 25.6% 21.1% 23.2% 21.4% 22.5% 21.2% 23.8% 24.5% 27.7% 30.3% 29.8% 29.0% 26.6% 29.0% 30.1% 30.7% 28.9% 30.9% 29.7% 30.7% 31.5% 32.5% 34.4% 32.5% 31.8% 33.4% 29.6% 27.0% 4.1% 2.4% 6.3% -0.7% 5.6% 5.7% 4.7% 16.1% -4.0% 0.9% 55,261 60,051 64,927 67,508 70,605 110,574 129,825 115,466 88,875 77,515 5,727 5,949 5,914 6,318 5,873 7,009 8,148 8,424 8,759 9,984 445 433 387 600 647 549 709 311 265 245 951 1,462 1,294 1,465 1,390 1,411 1,283 2,927 3,885 3,334 62,384 67,895 72,522 75,891 78,515 119,543 139,965 127,128 101,784 91,078 19 19 19 21 27 28 30 32 32 43 $ 2.68 $ 2.91 $ 3.02 $ 3.05 $ 2.66 $ 2.21 $ 3.48 $ 2.15 $ 1.16 $ 1.30 Notes: Indicators are not available for the general government function. The City transitioned from quarterly to monthly utility billing in 2017. State implementation of MNLARS changed how transactions are counted in 2018. In late 2020, the DMV's system changed again to MN Drive, which also counts transactions differently. Sources: Various city departments 118 CITY OF MONTICELLO Capital Assets Statistics by Function Last Ten Fiscal Years 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Function Public safety Fire Fire stations in service 1 1 1 1 1 1 1 1 1 1 Number of volunteers 30 30 30 30 30 30 30 30 30 30 Public works Streets (miles) 68.0 68.0 68.0 68.0 69.0 70.0 70.0 70.0 70.0 81.0 Recreation and culture Parks acreage maintained 180 180 180 185 320 320 360 360 365 365 Parks 28 30 30 30 30 30 30 30 30 30 Park buildings 15 15 15 15 15 18 18 18 19 19 Community center (sq. ft.) 82,000 82,000 82,000 82,000 82,000 82,000 82,000 82,000 82,000 82,000 Water Fire hydrants 700 700 700 700 700 700 700 700 700 700 Note: No capital asset indicators are available for the general government and economic development functions. Note: The city contributed jointly -owned land at the Bertram Chain of Lakes to Wright County in 2015. Source: Various city departments 119 Schedule of Cash Flows Adjusted for Additional City Funding of Fiber Optics Fund Last Eight Fiscal Years Cash flows from operating activities Cash received from customers and users Cash paid to suppliers for goods and services Cash paid to employees Cash paid to other funds for services provided Net cash used by operating activities Cash flows from noncapital financing activities Transfers from other funds Franchise fees Intergovernmental revenues Net cash provided by noncapital financing activities Cash flows from capital and related financing activities Sale of assets Acquisition of capital assets Net cash provided (used) by capital and related financing activities Cash flows from investing activities Interest on investments Net increase (decrease) in cash and cash equivalents Additional city funding Transfer from liquor fund 2014A debt service paid by property tax levy/fund balance Adjusted net decrease in cash and cash equivalents $1,000,000 $(1,000,000) $(2,000,000) $(3,000,000) $(4,000,000) $(5,000,000) 2015 2016 2017 2018 2019 2020 CITY OF MONTICELLO 2021 2022 $ 1,733,236 $ 1,613,032 $ 1,886,377 $ 1,679,899 $ 1,789,793 $ 1,819,710 $ 1,924,721 $ 2,146,870 (1,332,231) (1,657,929) (1,955,033) (1,877,048) (1,465,167) (1,545,323) (1,811,460) (1,669,489) (565,657) (322,670) (18,367) (205) (244) (4,086) (2,265) - (24,291) (26,929) - (1,530) (1,194) (1,050) (1,050) (820) (188,943) (394,496) (87,023) (198,884) 323,188 269,251 109,946 476,561 450,000 350,000 180,000 130,000 - - - - - - - - - - - 53,000 - - - - - 82,063 - - 450,000 350,000 180,000 130,000 - 82,063 - 53,000 29,850 - - - - - - - - - - - - (171,210) (92,701) (199,209) 29,850 - - - - (171,210) (92,701) (199,209) 8,255 5,783 4,490 3,216 16,259 14,001 (4,496) (37,000) 299,162 (38,713) 97,467 (65,668) 339,447 194,105 12,749 293,352 (450,000) (350,000) (180,000) (130,000) - - - - (163,712) (515,519) (512,086) (512,665) (512,357) (511,638) (4,438,821) - $ (314,550) $ (904,232) $ (594,619) $ (708,333) $ (172,910) $ (317,533) $ (4,426,072) $ 293,352 Fiber Optics Fund Cash Flows 2015 2016 2017 2018 2019 2020 2021 2022 � Net increase (decrease) in cash and cash equivalents � Transfer from liquor fund � 2014A debt service paid by property tax levy/fund balance -Adjusted net decrease in cash and cash equivalents 120 Im �► Ilk -4 A •' Other Required Reports City of Monticello Monticello, Minnesota For the year ended December 31, 2022 k0 Edina Office 5201 Eden Avenue, Ste 250 ASUPEdina, MN 55436 Lighting the path forward P 952.835.9090 Mankato Office 100 Warren Street, Ste 600 Mankato, MN 56001 P 507.625.2727 Scottsdale Office 14500 N Northsight Blvd, Ste 233 Scottsdale, AZ 85260 P 480.864.5579 City of Monticello, Minnesota Other Required Reports Table of Contents For the Year Ended December 31, 2022 Page No. Other Required Reports Independent Auditor's Report on Minnesota Legal Compliance Independent Auditor's Report on Internal Control Over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance with Government Auditing Standards AbdoSolutionsxom INDEPENDENT AUDITOR'S REPORT ON MINNESOTA LEGAL COMPLIANCE Honorable Mayor and City Council City of Monticello, Minnesota We have audited, in accordance with auditing standards generally accepted in the United States of America, and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States the financial statements of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), as of and for the year ended December 31, 2022, and the related notes to the financial statements, and have issued our report thereon dated June 20, 2023. In connection with our audit, nothing came to our attention that caused us to believe that the City of Monticello failed to comply with the provisions of the contracting and bidding, deposits and investments, conflicts of interest, public indebtedness, claims and disbursements, miscellaneous provisions, and tax increment financing sections of the Minnesota Legal Compliance Audit Guide for Cities, promulgated by the State Auditor pursuant to Minn. Stat. § 6.65, insofar as they relate to accounting matters. However, our audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had we performed additional procedures, other matters may have come to our attention regarding the City's noncompliance with the above referenced provisions, insofar as they relate to accounting matters. The purpose of this report is solely to describe the scope of our testing of compliance and the results of that testing, and not to provide an opinion on compliance. Accordingly, this communication is not suitable for any other purpose. 11W Abdo Minneapolis, Minnesota June 20, 2023 Lighting the path forward AbdoSolutionsxom INDEPENDENT AUDITOR'S REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND ON COMPLIANCE AND OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS Honorable Mayor and City Council City of Monticello, Minnesota We have audited, in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), as of and for the year ended December 31, 2022, and the related notes to the financial statements, which collectively comprise the City's basic financial statements, and have issued our report thereon dated June 20, 2023. Report on Internal Control Over Financial Reporting In planning and performing our audit of the financial statements, we considered the City's internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, we do not express an opinion on the effectiveness of the City's internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the entity's financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. We did not find any instances we consider to be significant deficiencies. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. Report on Compliance and Other Matters As part of obtaining reasonable assurance about whether the City's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed one instance of noncompliance or other matters that are required to be reported under Government Auditing Standards. Lighting the path forward 4 Purpose of this Report The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the entity's internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control and compliance. Accordingly, this communication is not suitable for any other purpose. IAr Abdo Minneapolis, Minnesota June 20, 2023 AbdoSolutionsxom P� �'+�► - .sic Executive Governance Summary City of Monticello Monticello, Minnesota For the year ended December 31, 2022 Edina Office 0 5201 Eden Avenue, Ste 250 Edina, MN 55436 Lighting the path forward P 952.835.9090 Mankato Office 100 Warren Street, Ste 600 Mankato, MN 56001 P 507.625.2727 Scottsdale Office 14500 N Northsight Blvd, Ste 233 Scottsdale, AZ 85260 P 480.864.5579 ARLfto%f AbdaSolutians.cam June 20, 2023 Management, Honorable Mayor and City Council City of Monticello, Minnesota We have audited the financial statements of the governmental activities, the business -type activities, the aggregate discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), for the year ended December 31, 2022. Professional standards require that we provide you with information about our responsibilities under generally accepted auditing standards and Government Auditing Standards as well as certain information related to the planned scope and timing of our audit. We have communicated such information in our letter dated December 12,.2022. Professional standards require that we provide you with the following information related to our audit. Significant Audit Findings In planning and performing our audit of the financial statements, we considered the City's internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, we do not express an opinion on the effectiveness of the City's internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the entity's financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies and therefore, material weaknesses or significant deficiencies may exist that were not identified. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. Compliance and Other Matters As part of obtaining reasonable assurance about whether the City's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards or Minnesota statutes. Lighting the path forward 2 Qualitative Aspects of Accounting Practices Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by the City are described in Note 1 to the financial statements. The City changed accounting policies during the year ended December 31, 2022 related to the adoption of GASB 87: Leases. We noted no transactions entered into by the governmental unit during the year for which there is a lack of authoritative guidance or consensus. All significant transactions have been recognized in the financial statements in the proper period. All significant transactions have been recognized in the financial statements in the proper period. Accounting estimates are an integral part of the financial statements prepared by management and are based on management's knowledge and experience about past and current events and assumptions about future events. Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected. The most sensitive estimates affecting the financial statements include depreciation on capital assets, allocation of wage expenses, liability for the City's pension, and the liability for the City's other postemployment benefits (OPEB). • Management's estimate of depreciation is based on estimated useful lives of the assets. Depreciation is calculated using the straight-line method. • Allocations of gross wages and payroll benefits are approved by the City Council within the City's budget and are derived from each employee's estimated time to be spent servicing the respective function of the City. These allocations are also used in allocating accrued compensated absences payable. • Management's estimate of its OPEB liability is based on several factors including, but not limited to, anticipated retirement age for active employees, life expectancy, turnover, and healthcare cost trend rate. • Management's estimate of its pension liabilities and assets are based on several factors including, but not limited to, anticipated investment return rate, retirement age for active employees, life expectancy, salary increases and form of annuity payment upon retirement. • Managements estimate of its lease receivable and related deferred inflow of resources is based on several factors including but not limited to an estimated incremental borrowing rate. We evaluated the key factors and assumptions used to develop these accounting estimates in determining that it is reasonable in relation to the financial statements taken as a whole. The disclosures in the financial statements are neutral, consistent, and clear. Certain financial statement disclosures are particularly sensitive because of their significance to financial statement users. Difficulties Encountered in Performing the Audit We encountered no significant difficulties in dealing with management in performing and completing our audit. Corrected and Uncorrected Misstatements Professional standards require us to accumulate all known and likely misstatements identified during the audit, other than those that are trivial, and communicate them to the appropriate level of management. No misstatements were noted. Disagreements with Management For purposes of this letter, professional standards define a disagreement with management as a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial statements or the auditor's report. We are pleased to report that no such disagreements arose during the course of our audit. AbdoSolutions xom Management Representations We have requested certain representations from management that are included in the management representations letter dated June 20, 2023. Management Consultations with Other Independent Accountants In some cases, management may decide to consult with other accountants about auditing and accounting matters, similar to obtaining a "second opinion" on certain situations. If a consultation involves application of an accounting principle to the City's financial statements or a determination of the type of auditor's opinion that may be expressed on those statements, our professional standards require the consulting accountant to check with us to determine that the consultant has all the relevant facts. To our knowledge, there were no such consultations with other accountants. Other Audit Findings or Issues We generally discuss a variety of matters, including the application of accounting principles and auditing standards, with management each year prior to retention as the City's auditors. However, these discussions occurred in the normal course of our professional relationship and our responses were not a condition to our retention. Other Matters We applied certain limited procedures to the required supplementary information (RSI) (Management's Discussion and Analysis, the Schedules of Employer's Shares of the Net Pension Liability, the Schedules of Employer's Contributions, the Schedule of Changes in Net Pension Liability (Asset) and Related Ratios and Schedule of Funding Progress, the Schedule of changes in the City's OPEB Liability and related ratios), which is information that supplements the basic financial statements. Our procedures consisted of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We did not audit the RSI and do not express an opinion or provide any assurance on the RSI. We were engaged to report on the supplementary information (combining and individual fund financial statements and schedules), which accompany the financial statements but are not RSI. With respect to this supplementary information, we made certain inquiries of management and evaluated the form, content, and methods of preparing the information to determine that the information complies with accounting principles generally accepted in the United States of America, the method of preparing it has not changed from the prior period, and the information is appropriate and complete in relation to our audit of the financial statements. We compared and reconciled the supplementary information to the underlying accounting records used to prepare the financial statements or to the financial statements themselves. We were not engaged to report on the introductory section or the statistical section, which accompany the financial statements but are not RSI. We did not audit or perform other procedures on this other information and we do not express an opinion or provide any assurance on them. Abdo Solutions.com Future Accounting Standard Changes The following Governmental Accounting Standards Board (GASB) Statements have been issued and may have an impact on future City financial statements: (1) GASB Statement No. 94 - Public -Private and Public -Public Partnerships and Availability Payment Arrangements Summary The primary objective of this Statement is to improve financial reporting by addressing issues related to public-private and public -public partnership arrangements (PPPs). As used in this Statement, a PPP is an arrangement in which a government (the transferor) contracts with an operator (a governmental or nongovernmental entity) to provide public services by conveying control of the right to operate or use a nonfinancial asset, such as infrastructure or other capital asset (the underlying PPP asset), for a period of time in an exchange or exchange -like transaction. Some PPPs meet the definition of a service concession arrangement (SCA), which the Board defines in this Statement as a PPP in which (1) the operator collects and is compensated by fees from third parties; (2) the transferor determines or has the ability to modify or approve which services the operator is required to provide, to whom the operator is required to provide the services, and the prices or rates that can be charged for the services; and (3) the transferor is entitled to significant residual interest in the service utility of the underlying PPP asset at the end of the arrangement. This Statement also provides guidance for accounting and financial reporting for availability payment arrangements (APAs). As defined in this Statement, an APA is an arrangement in which a government compensates an operator for services that may include designing, constructing, financing, maintaining, or operating an underlying nonfinancial asset for a period of time in an exchange or exchange -like transaction. Effective Date and Transition The requirements of this Statement are effective for fiscal years beginning after June 15, 2022, and all reporting periods thereafter. Earlier application is encouraged. PPPs should be recognized and measured using the facts and circumstances that exist at the beginning of the period of implementation (or if applicable to earlier periods, the beginning of the earliest period restated). How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will improve financial reporting by establishing the definitions of PPPs and APAs and providing uniform guidance on accounting and financial reporting for transactions that meet those definitions. That uniform guidance will provide more relevant and reliable information for financial statement users and create greater consistency in practice. This Statement will enhance the decision usefulness of a government's financial statements by requiring governments to report assets and liabilities related to PPPs consistently and disclose important information about PPP transactions. The required disclosures will allow users to understand the scale and important aspects of a government's PPPs and evaluate a government's future obligations and assets resulting from PPPs. AbdoSolutionsxom 5 Future Accounting Standard Changes (Continued) GASB Statement No. 96 - Subscription -Based Information Technology Arrangements Summary This Statement provides guidance on the accounting and financial reporting for subscription -based information technology arrangements (SBITAs) for government end users (governments). This Statement (1) defines a SBITA; (2) establishes that a SBITA results in a right -to -use subscription asset - an intangible asset - and a corresponding subscription liability; (3) provides the capitalization criteria for outlays other than subscription payments, including implementation costs of a SBITA; and (4) requires note disclosures regarding a SBITA. To the extent relevant, the standards for SBITAs are based on the standards established in Statement No. 87, Leases, as amended. Under this Statement, a government generally should recognize a right -to -use subscription asset - an intangible asset - and a corresponding subscription liability. A government should recognize the subscription liability at the commencement of the subscription term, - which is when the subscription asset is placed into service. The subscription liability should be initially measured at the present value of subscription payments expected to be made during the subscription term. Future subscription payments should be discounted using the interest rate the SBITA vendor charges the government, which may be implicit, or the government's incremental borrowing rate if the interest rate is not readily determinable. A government should recognize amortization of the discount on the subscription liability as an outflow of resources (for example, interest expense) in subsequent financial reporting periods. This Statement provides an exception for short-term SBITAs. Short-term SBITAs have a maximum possible term under the SBITA contract of 12 months (or less), including any options to extend, regardless of their probability of being exercised. Subscription payments for short-term SBITAs should be recognized as outflows of resources. This Statement requires a government to disclose descriptive information about its SBITAs other than short-term SBITAs, such as the amount of the subscription asset, accumulated amortization, other payments not included in the measurement of a subscription liability, principal and interest requirements for the subscription liability, and other essential information. Effective Date and Transition The requirements of this Statement are effective for fiscal years beginning after June 15, 2022, and all reporting periods thereafter. Earlier application is encouraged. Assets and liabilities resulting from SBITAs should be recognized and measured using the facts and circumstances that existed at the beginning of the fiscal year in which this Statement is implemented. Governments are permitted, but are not required, to include in the measurement of the subscription asset capitalizable outlays associated with the initial implementation stage and the operation and additional implementation stage incurred prior to the implementation of this Statement. How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will improve financial reporting by establishing a definition for SBITAs and providing uniform guidance for accounting and financial reporting for transactions that meet that definition. That definition and uniform guidance will result in greater consistency in practice. Establishing the capitalization criteria for implementation costs also will reduce diversity and improve comparability in financial reporting by governments. This Statement also will enhance the relevance and reliability of a government's financial statements by requiring a government to report a subscription asset and subscription liability for a SBITA and to disclose essential information about the arrangement. The disclosures will allow users to understand the scale and important aspects of a government's SBITA activities and evaluate a government's obligations and assets resulting from SBITAs. AbdoSolutionsxom Future Accounting Standard Changes (Continued) GASB Statement No. 98 - The Annual Comprehensive Financial Report Summary This Statement establishes the term annual comprehensive financial report and its acronym ACFR. That new term and acronym replace instances of comprehensive annual financial report and its acronym in generally accepted accounting principles for state and local governments. This Statement was developed in response to concerns raised by stakeholders that the common pronunciation of the acronym for comprehensive annual financial report sounds like a profoundly objectionable racial slur. This Statement's introduction of the new term is founded on a commitment to promoting inclusiveness. Effective Date and Transition The requirements of this Statement are effective for fiscal years ending after December 15, 2021. Earlier application is encouraged. GASB Statement No. 99 - Omnibus 2022 Summary The objectives of this Statement are to enhance comparability in accounting and financial reporting and to improve the consistency of authoritative literature by addressing (1) practice issues that have been identified during implementation and application of certain GASB Statements and (2) accounting and financial reporting for financial guarantees. The practice issues addressed by this Statement are as follows: • Classification and reporting of derivative instruments within the scope of Statement No. 53, Accounting and Financial Reporting for Derivative Instruments, that do not meet the definition of either an investment derivative instrument or a hedging derivative instrument • Clarification of provisions in Statement No. 87, Leases, as amended, related to the determination of the lease term, classification of a lease as a short-term lease, recognition and measurement of a lease liability and a lease asset, and identification of lease incentives • Clarification of provisions in Statement No. 94, Public -Private and Public -Public Partnerships and Availability Payment Arrangements, related to (a) the determination of the public-private and public -public partnership (PPP) term and (b) recognition and measurement of installment payments and the transfer of the underlying PPP asset • Clarification of provisions in Statement No. 96, Subscription -Based Information Technology Arrangements, related to the subscription -based information technology arrangement (SBITA) term, classification of a SBITA as a short- term SBITA, and recognition and measurement of a subscription liability • Extension of the period during which the London Interbank Offered Rate (LIBOR) is considered an appropriate benchmark interest rate for the qualitative evaluation of the effectiveness of an interest rate swap that hedges the interest rate risk of taxable debt • Accounting for the distribution of benefits as part of the Supplemental Nutrition Assistance Program (SNAP) • Disclosures related to nonmonetary transactions • Pledges of future revenues when resources are not received by the pledging government AbdoSolutionsxom 7 Future Accounting Standard Changes (Continued) • Clarification of provisions in Statement No. 34, Basic Financial Statements—and Management's Discussion and Analysis—for State and Local Governments, as amended, related to the focus of the government -wide financial statements • Terminology updates related to certain provisions of Statement No. 63, Financial Reporting of Deferred Outflows of Resources, Deferred Inflows of Resources, and Net Position • Terminology used in Statement 53 to refer to resource flows statements. Effective Date and Transition The requirements of this Statement that are effective as follows: • The requirements related to extension of the use of LIBOR, accounting for SNAP distributions, disclosures of nonmonetary transactions, pledges of future revenues by pledging governments, clarification of certain provisions in Statement 34, as amended, and terminology updates related to Statement 53 and Statement 63 are effective upon issuance. • The requirements related to leases, PPPs, and SBITAs are effective for fiscal years beginning after June 15, 2022, and all reporting periods thereafter. • The requirements related to financial guarantees and the classification and reporting of derivative instruments within the scope of Statement 53 are effective for fiscal years beginning after June 15, 2023, and all reporting periods thereafter. The Board considered the effective dates for the requirements of this Statement in light of the COVID-19 pandemic and in concert with Statement No. 95, Postponement of the Effective Dates of Certain Authoritative Guidance. How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will enhance comparability in the application of accounting and financial reporting requirements and will improve the consistency of authoritative literature. Consistent authoritative literature enables governments and other stakeholders to more easily locate and apply the correct accounting and financial reporting provisions, which improves the consistency with which such provisions are applied. The comparability of financial statements also will improve as a result of this Statement. Better consistency and comparability improve the usefulness of information for users of state and local government financial statements. GASB Statement No. 100 - Accounting Changes and Error Corrections - an amendment of GASB Statement No. 62 Summary The primary objective of this Statement is to enhance accounting and financial reporting requirements for accounting changes and error corrections to provide more understandable, reliable, relevant, consistent, and comparable information for making decisions or assessing accountability. This Statement defines accounting changes as changes in accounting principles, changes in accounting estimates, and changes to or within the financial reporting entity and describes the transactions or other events that constitute those changes. As part of those descriptions, for (1) certain changes in accounting principles and (2) certain changes in accounting estimates that result from a change in measurement methodology, a new principle or methodology should be justified on the basis that it is preferable to the principle or methodology used before the change. That preferability should be based on the qualitative characteristics of financial reporting—understandability, reliability, relevance, timeliness, consistency, and comparability. This Statement also addresses corrections of errors in previously issued financial statements. Abdo Solutions.com 8 Future Accounting Standard Changes (Continued) This Statement prescribes the accounting and financial reporting for (1) each type of accounting change and (2) error corrections. This Statement requires that (a) changes in accounting principles and error corrections be reported retroactively by restating prior periods, (b) changes to or within the financial reporting entity be reported by adjusting beginning balances of the current period, and (c) changes in accounting estimates be reported prospectively by recognizing the change in the current period. The requirements of this Statement for changes in accounting principles apply to the implementation of a new pronouncement in absence of specific transition provisions in the new pronouncement. This Statement also requires that the aggregate amount of adjustments to and restatements of beginning net position, fund balance, or fund net position, as applicable, be displayed by reporting unit in the financial statements. This Statement requires disclosure in notes to financial statements of descriptive information about accounting changes and error corrections, such as their nature. In addition, information about the quantitative effects on beginning balances of each accounting change and error correction should be disclosed by reporting unit in a tabular format to reconcile beginning balances as previously reported to beginning balances as restated. Furthermore, this Statement addresses how information that is affected by a change in accounting principle or error correction should be presented in required supplementary information (RSI) and supplementary information (SI). For periods that are earlier than those included in the basic financial statements, information presented in RSI or SI should be restated for error corrections, if practicable, but not for changes in accounting principles. Effective Date and Transition The requirements of this Statement are effective for accounting changes and error corrections made in fiscal years beginning after June 15, 2023, and all reporting periods thereafter. Earlier application is encouraged. How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will improve the clarity of the accounting and financial reporting requirements for accounting changes and error corrections, which will result in greater consistency in application in practice. In turn, more understandable, reliable, relevant, consistent, and comparable information will be provided to financial statement users for making decisions or assessing accountability. In addition, the display and note disclosure requirements will result in more consistent, decision useful, understandable, and comprehensive information for users about accounting changes and error corrections. GASB Statement No. 101 - Compensated Absences Summary The objective of this Statement is to better meet the information needs of financial statement users by updating the recognition and measurement guidance for compensated absences. That objective is achieved by aligning the recognition and measurement guidance under a unified model and by amending certain previously required disclosures. This Statement requires that liabilities for compensated absences be recognized for (1) leave that has not been used and (2) leave that has been used but not yet paid in cash or settled through noncash means. A liability should be recognized for leave that has not been used if (a) the leave is attributable to services already rendered, (b) the leave accumulates, and (c) the leave is more likely than not to be used for time off or otherwise paid in cash or settled through noncash means. Leave is attributable to services already rendered when an employee has performed the services required to earn the leave. Leave that accumulates is carried forward from the reporting period in which it is earned to a future reporting period during which it may be used for time off or otherwise paid or settled. In estimating the leave that is more likely than not to be used or otherwise paid or settled, a government should consider relevant factors such as employment policies related to compensated absences and historical information about the use or payment of compensated absences. However, leave that is more likely than not to be settled through conversion to defined benefit postemployment benefits should not be included in a liability for compensated absences. AbdoSolutionsxom Future Accounting Standard Changes (Continued) This Statement requires that a liability for certain types of compensated absences—including parental leave, military leave, and jury duty leave—not be recognized until the leave commences. This Statement also requires that a liability for specific types of compensated absences not be recognized until the leave is used. This Statement also establishes guidance for measuring a liability for leave that has not been used, generally using an employee's pay rate as of the date of the financial statements. A liability for leave that has been used but not yet paid or settled should be measured at the amount of the cash payment or noncash settlement to be made. Certain salary -related payments that are directly and incrementally associated with payments for leave also should be included in the measurement of the liabilities. With respect to financial statements prepared using the current financial resources measurement focus, this Statement requires that expenditures be recognized for the amount that normally would be liquidated with expendable available financial resources. Effective Date and Transition The requirements of this Statement are effective for fiscal years beginning after December 15, 2023, and all reporting periods thereafter. Earlier application is encouraged. How the Changes in This Statement Will Improve Accounting and Financial Reporting The unified recognition and measurement model in this Statement will result in a liability for compensated absences that more appropriately reflects when a government incurs an obligation. In addition, the model can be applied consistently to any type of compensated absence and will eliminate potential comparability issues between governments that offer different types of leave. The model also will result in a more robust estimate of the amount of compensated absences that a government will pay or settle, which will enhance the relevance and reliability of information about the liability for compensated absences (1) Note. From GASB Pronouncements Summaries. Copyright 2022 by the Financial Accounting Foundation, 401 Merritt 7, Norwalk, CT 06856, USA, and is reproduced with permission. Restriction on Use This communication is intended solely for the information and use of management, City Council, the Minnesota Office of the State Auditor and others within the City and is not intended to be and should not be used by anyone other than these specified parties. Our audit would not necessarily disclose all weaknesses in the system because it was based on selected tests of the accounting records and related data. The comments and recommendations in the report are purely constructive in nature, and should be read in this context. If you have any questions or wish to discuss any of the items contained in this letter, please feel free to contact us at your convenience. We wish to thank you for the continued opportunity to be of service and for the courtesy and cooperation extended to us by your staff. lAr Abdo Minneapolis, Minnesota June 20, 2023 AbdoSolutions.com 10 City Council Agenda: 6/26/2023 4A. Consideration of approving plans, specifications, and authorization of the advertisement of bids for the Downtown Roadway & Pedestrian Improvements Project Prepared by: Meeting Date: ❑ Consent Agenda Item PW Director/City Engineer 6/26/2023 ® Regular Agenda Item Reviewed by: Approved by: City Administrator, Finance Director, City Clerk Community Development Director, Park & Rec Director /_T41111 I IQ L11:410111*11LSD: Motion to approve plans and specifications and authorize advertisement of bids for the Downtown Roadway and Pedestrian Improvements Project. PREVIOUS COUNCIL ACTION June 13, 2022: Authorized Bolton and Menk, Inc. to provide engineering services for the Downtown Roadway and Pedestrian improvement project for a total cost of $241,250. September 26, 2022: Amended the original contract to include additional engineering services for a cost of $15,800. November 14, 2022: Authorized the preparation of a feasibility study and amend the original engineering contract for additional Broadway Street improvements at a total cost of $459,327. April 24, 2023: Accepted the feasibility report and set a public hearing for May 22, 2023, for the Downtown Roadway & Pedestrian Improvements Project. May 22, 2023: Ordered improvements for the Downtown Roadway and Pedestrian Improvements Project. REFERENCE AND BACKGROUND Revitalizing Downtown Monticello has been a primary focus of the City Council and Economic Development Authority for nearly a decade. Our community is fortunate to have a historic downtown area that includes civic spaces, commerce, recreation, and the river. As a result, efforts have been made to support existing downtown amenities, facilitate reinvestment, and City Council Agenda: 6/26/2023 strategically plan for how to best utilize current and future downtown assets. With a substantial private redevelopment project occurring on one of the most prominent downtown blocks, the City initiated complementary public improvements on adjacent roadways as envisioned in the Monticello 2040 Vision + Plan and corresponding Downtown Small Area Plan. In addition, in 2022 the project scope expanded to include Wright County's planned Pavement Preservation Project on Broadway to ensure a unified approach to the area. Following the vision and goals as outlined in the adopted planning documents, the Downtown Roadway & Pedestrian Improvements Project includes improvements to River Street between Pine Street and Locust Street, Walnut Street between River Street and Broadway Street, and Broadway Street between Pine Street and 500' east of Jerry Liefert Drive. The project incorporates infrastructure as well as streetscape components. The improvements along River Street and Walnut Street include several pedestrian safety enhancements, including the addition and widening of sidewalks, traffic calming measures, flashing pedestrian signals, wayfinding signage and lighting improvements. Parking enhancements and underground placement of utility lines are also components of the project. The reconnection of Walnut Street to River Street and the widening of the turning radius at the northwest corner of Broadway and Pine Streets are proposed to improve vehicular travel in this area of downtown and enhance pedestrian connectivity to the river. Broadway Street will be fully reconstructed between Pine Street and Locust Street, and Walnut Street will be reconstructed between Broadway Street and River Street. In conjunction with these reconstructions, it is proposed that the clay sanitary sewer main lines and private sewer laterals would be replaced up to the property lines. This will prevent future costly repairs of these lines that result in landscaping and pavement removal and replacement. This project also includes the construction of a public parking lot on a portion of the following properties: 225 West Broadway, 213 West Broadway, 207 West Broadway, and 113 Walnut Street. These properties have agreed to a public cross -parking agreement. Significant enhancements to the streetscape along the project corridors, as well as lighting, sidewalk and parking improvements are planned to be incorporated into this project, including: • Replacing some street lighting on Broadway between Pine Street and Linn Street. Lighting will include pedestrian and roadway lighting with a combination of banner, flagpole, holiday lighting and/or hanging basket holders. • Adding catenary lights hung across Walnut Street between River Street and Broadway Street. Street tree lighting along Broadway Street east of Locust Street. City Council Agenda: 6/26/2023 • Incorporating perennial planting beds throughout the project area as well as adding street tree installations throughout the project area excluding the center medians between Locust Street and Pine Street on Broadway Street. • Installing irrigation system and accommodations for planter pots in the center medians between Pine Street and Locust Street on Broadway. • Landscaping blocks throughout the project area for seating and visual interest. • Constructing a Pine Street plaza at the southwest quadrant of Pine Street and Broadway Street. • Landscaping in connection with a pedestrian pathway just east of 149 West Broadway connecting to public parking lot. • Adding a Walnut Street parklet at the SE quadrant of Walnut Street and River Street. • Adding parking along River Street. • Adding sidewalk to both sides of River Street between Pine Street and Locust Street. • Constructing West Bridge Park edge enhancements, including accessible entrance points along River Street and Walnut Street. Since the 60% design plan review, staff have worked with the consultant team to reduce project costs without compromising the effort to enhance the downtown area for the community. Cost reduction efforts included removal of certain project elements as well as a proposed phased approach to streetscape finishes as funding allows. The following items were removed from the project: • The kiosk sign in Block 52 lot near the sidewalk just west of the new building being constructed. Two kiosk signs remain within the project at more visible locations. Other signage, including public parking signs, remains in the project as well. • The rectangular rapid -flashing beacon at Broadway and Maple Street. All other pedestrian RFB's remain in the project. • The sidewalk section on West Broadway between Chestnut Street and Otter Creek Road. The following items were adjusted in the project scope: • Streetscape furniture, including tables and chairs, swings, vine trellis, and counters were removed. These items are planned to be phased in by the City in future budget years. • Medians west of Locust Street on Broadway planted in turf grass with street trees City Council Agenda: 6/26/2023 instead of concrete and perennial plantings. • Pedestrian lights on Broadway to be reused for Walnut and Broadway Streets. • Reduce the number of tree light outlets to every other tree on Walnut Street. The following items will be included as bid alternates for the project: • Walnut Street surfacing to be asphalt between Broadway and River Street with concrete surfacing included as an alternate. • Tree guards. Budget Impact: The estimated cost of the project is estimated at $12.2 million. Approximately $3.1 million is expected to be paid by Wright County for Broadway Street pavement improvements, and funding from a Transportation Economic Development (TED) grant from the state is expected to pay for $382,440 of the project costs. The remaining City portion will be funded from several sources, including the Water and Sewer funds, Capital Project Fund, DMV and Liquor funds. A comprehensive breakdown of the costs to each fund is also included as supporting data. II. Staff Workload Impact: Significant staff time has been invested in the development of the project. Once complete, the changes will result in increased workload for landscape, lighting, and snow removal maintenance items. III. Comprehensive Plan Impact: The proposed improvements are in direct support of the goals of the larger Monticello 2040 Plan Vision for a vibrant downtown, and the Monticello Downtown Small Area Plan. The proposed project components directly support each of the Downtown Small Area Plan's four goals: a. Become a River town: The project reconnects Walnut Street to River Street, providing a link from the balance of the downtown to the riverfront. Further supporting this action is the City's adoption of the Walnut Corridor Plan, which provides a framework for design and improvements in the corridor. b. Encourage small and medium scaled investments: Although the scope of the overall project is significant, it includes a number of small and medium scaled investments which individually enhance the overall improvement, specifically including the attention to streetscape elements. c. Improve Pine Street for all users: Both vehicular and pedestrian improvements are proposed to benefit circulation along the Pine Street corridor and create an attractive and usable visual entrance to the west Broadway corridor from Pine Street. City Council Agenda: 6/26/2023 d. Shift the center of Downtown to Walnut & Broadway: This project builds on previous enhancements to the intersection with the widening of sidewalks, additional pedestrian safety enhancements and streetscape treatments. In addition to direct alignment with the Downtown Plan, the overall project meets the following Monticello 2040 policy statements: Policy 3.3: Connectivity to and from Centers "Strengthen the connections between the City's commercial centers and the neighborhoods, parks and schools around them through physical improvements, safe trail connections, and coordinated land use and transportation planning" and complete streets which "create safe and comfortable transportation facilities for all users." STAFF RECOMMENDED ACTION City staff recommends approval of the plans and specs and authorization to bid. The plans presented prioritize improvements which support the community's goals for downtown, as well as pedestrian and vehicle safety and circulation. The final plans remove, or present as alternates, design items without compromise to the overall feel of the project. Finally, the plans accommodate the ability to phase in amenities that will further enhance the project and Monticello's downtown experience. SUPPORTING DATA A. Final Plans B. Financing Table C. Excerpts, Downtown Small Area Plan \/Ir"INIITV AAAn TYPICAL PLAN SCALE UNLESS OTHERWISE NOTED: 0 25 50 0 HORIZONTAL SCALE INDEXMAP SCALE FEET SCALE 0 5 10 VERTICAL SCALE SCALE FEET FEET MINN. PROD. NO. STATE FUNDS ---GOVERNING SPECIFICATIONS --- THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION" AND THE "SUPPLEMENTAL SPECIFICATIONS" DATED SEPTEMBER 2022 SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, THE LATEST "FIELD MANUAL" FOR TEMPORARY TRAFFIC CONTROL DEVICES. SHEET ID MINNESOTA DEPARTMENT OF TRANSPORTATION AGREEMENT NO. 1052577 REMOVAL PLAN CITY OF MONTICELLO CITY OF MONTICELLO G0.02 LEGEND SP 8605-59 (TH25=25) FUNDS GENERAL NOTES WRIGHTSTATE COUNTY, MINNESOTA DISTRICT 3 (BAXTER) C5.01 - C5.04 STORM SEWER PLAN & PROFILE C6.01 - C6.21 COUNTY STATE AID HIGHWAY 75, WALNUT STREET, RIVER STREET 06.22 - C6.29 GRADING, CONCRETE AND BITUMINOUS PAVING, SANITARY SEWER, WATERMAIN, 06.30 - C6.44 CONSTRUCTION PLAN FOR: MODULAR BLOCK WALLS, ADA IMPROVEMENTS, AND LIGHTING C7.01 - C7.08 SP 8605-59 LOCATED ON TH 25 AT CSAH 75 (GEOGRAPHICAL DESCRIPTION) C7.09 - C7.23 LOCATED ON: CSAH 75 FROM 430' EAST OF JERRY LIEFERT DR. TO TH 25 (PINE ST.) C7.24 - C7.30 RIVER ST. FROM LOCUST ST. TO TH 25 (PINE ST.) C7.31- C7.50 WALNUT ST. FROM CSAH 75 (BROADWAY ST.) TO FRONT ST. C7.51 - C7.56 CP 086-075-232 C9.01- C9.12 SP 8605-59 (CSAH 75) GROSSLENGTH 52.00 FEET 0.001 MILES BRIDGE LENGTH FEET MILES EXCEPTION LENGTH FEET MILES NETLENGTH 52.00 FEET 0.001 MILES \/Ir"INIITV AAAn TYPICAL PLAN SCALE UNLESS OTHERWISE NOTED: 0 25 50 0 HORIZONTAL SCALE INDEXMAP SCALE FEET SCALE 0 5 10 VERTICAL SCALE SCALE FEET FEET MINN. PROD. NO. STATE FUNDS ---GOVERNING SPECIFICATIONS --- THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION" AND THE "SUPPLEMENTAL SPECIFICATIONS" DATED SEPTEMBER 2022 SHALL GOVERN. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, THE LATEST "FIELD MANUAL" FOR TEMPORARY TRAFFIC CONTROL DEVICES. SHEET ID SHEET TITLE GENERAL REMOVAL PLAN G0.01 TITLE SHEET G0.02 LEGEND G0.03 GENERAL NOTES G1.01 - G1.04 STATEMENT OF ESTIMATED QUANTITIES CIVIL 00.01- C0.07 REMOVAL PLAN C1.01- C1.21 TYPICAL SECTIONS, DETAILS, & STANDARD PLANS C2.01 -C2.12 STORMWATER POLLUTION PREVENTION PLAN C3.01 - C3.06 GRADING PLAN C4.01 - C4.07 SANITARY SEWER & WATERMAIN PLAN & PROFILE C5.01 - C5.04 STORM SEWER PLAN & PROFILE C6.01 - C6.21 STREET PLAN & PROFILE 06.22 - C6.29 INTERSECTION DETAILS 06.30 - C6.44 PEDESTRIAN RAMP DETAILS C7.01 - C7.08 TRAFFIC CONTROL PLAN C7.09 - C7.23 STREET SIGNAGE PLAN C7.24 - C7.30 PEDESTRIAN CROSSING PLAN C7.31- C7.50 SIGNAL PLANS C7.51 - C7.56 INTERCONNECT PLAN C9.01- C9.12 CROSS SECTIONS STREETSCAPE L1.01 -L1.16 STREETSCAPE PLANS L2.01 - L2.13 PLANTING PLANS L3.01 - L3.15 STREETSCAPE DETAILS IRRIGATION 11.01-11.11 IRRIGATION PLANS 11.12 -11.13 IRRIGATION DETAILS ELECTRICAL E1.01 - E1.13 ELECTRICAL PLANS E1.14 - E1.31 ELECTRICAL DETAILS This plan contains 263 total sheets -got Use for Justin f. Kannas, Engineer, P.E. L,hereby certify that this plan I as rnRpr} ra ryrpy direct supervision, and I a my Licensed ProfessiojW n d =W31the State of Minnesota Date PROJECT LOCATION Date Recommended for Approval: City of Monticello Engineer PROJECT LOCATION: TOWNSHIP -T121N RANGE - R25W SECTION - 11 Date CITY: MONTICELLO Recommended for Approval: Wright County Engineer COUNTY: WRIGHT DISTRICT: 3 Date ED Office of Land Management Approval: Director, Land Management 3 RECORD DRAWING The subsurface utility information in this plan is utility quality level D. This utility quality # BM=931.70 PROJECT DATUM: NFORMATION Date level was determined according to the guidelines of CI/ASCE 38-22, entitled, "Standard HYDRANT NE QUAD HORIZONTAL: WRIGHT COUNTY COORDINATES " R: Approved: State Design Engineer E' Guidelines for Investigating and Documenting Existing Utilities". This must be included in LINN STREET & WEST (NAD83, 1986 ADJUSTMENT) a the plan whether utilities are affected or not. BROADWAY STREET c. js VERTICAL: NAVD88 BOLTON 2040 HIGHWAY12EAST ��ro MONTICELLO, MINNESOTA SP 8605-59 (TH 25 25) SHEET CITY CGF WILLMAR, MINNESOTA 56201 ■ a Phone: (320) 231-3956 IZ",o j�j C' D- DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT -W & M E N K Email: Willmar@bolton-menk.com iti►�L� acxecKeoGO,O� www.bolton-menk.comicrvrvxoi. rvo. TITLE SHEET EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS EXISTING PRIVATE UTILITY LINES L ACCESS GRATE O REGULATION STATION GAS BENCHMARK LOCATION o CAST IRON MONUMENT NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY ac AIR CONDITION UNIT SATELLITE DISH CONTROL POINT ■ STONE MONUMENT EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. ® ANTENNA SIGN NON TRAFFIC + MONUMENT FOUND THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS p AUTO SPRINKLER CONNECTION SIGN TRAFFIC EXISTING TOPOGRAPHIC LINES DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF BARRICADE PERMANENT O SIGNAL CONTROL CABINET EXISTING SUBSURFACE UTILITY DATA" UNDERGROUND FIBER OPTIC BASKETBALL POST SOIL BORING RETAINING WALL B B UNDERGROUND ELECTRIC BENCH SIREN x x x x x x FENCE e e c e UNDERGROUND GAS ❑ ❑ ❑ ❑ FENCE -DECORATIVE UNDERGROUND COMMUNICATION BIRD FEEDER ® TELEPHONE BOOTH GUARD RAIL of of of OE OVERHEAD ELECTRIC © BOLLARD ® TILE INLET TREE LINE oc oc oc oc OVERHEAD COMMUNICATION OO BUSH ®TILE TILE OUTLET BUSH LINE ou ou ou ou OVERHEAD UTILITY * CATCH BASIN RECTANGULAR CASTING ED TILE RISER SURVEY LINES UTILITIES IDENTIFIED WITH A QUALITY LEVEL: O CATCH BASIN CIRCULAR CASTING O TRANSFORMER -ELECTRIC LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL —o o CONTROLLED ACCESS EXAMPLE: a -A a -A UNDERGROUND GAS, QUALITY LEVEL ® CURB STOP TREE -CONIFEROUS BOUNDARY UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-02. o CLEAN OUT TREE -DEAD CENTERLINE UTILITY QUALITY LEVELS: ocLw CULVERT ENDEXISTING EASEMENT LINE TREE -DECIDUOUS QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PROPOSED EASEMENT LINE RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, OO DRINKING FOUNTAIN TREE STUMP EXISTING LOT LINE CONSTRUCTION PLANS, ETC. ® DOWN SPOUT TRAFFIC ARM BARRIER PROPOSED LOT LINE QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND -HOLES, UTILITY VALVES AND OF FILL PIPE O TRAFFIC SIGNAL EXISTING RIGHT-OF-WAY METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO PROPOSED RIGHT-OF-WAY CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. � FIRE HYDRANT ox TRASH CAN SETBACK LINE QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND o FLAG POLE pu UTILITY MARKER SECTION LINE COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. > FLARED END/ APRON A VALVE QUARTER LINE SIXTEENTH LINE QUALITY LEVELA: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN 0 FUEL PUMP (9 VALVE POST INDICATOR QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND TEMPORARY EASEMENT PROFILE INFORMATION. fl1D GRILL ® VALVE VAULT EXISTING UTILITY LINES F GUYWIREANCHOR O VAULT ABBREVIATIONS O HANDHOLE (Y) VENT PIPE FORCEMAIN A ALGEBRAIC DIFFERENCE GRAV GRAVEL RSC RIGID STEEL CONDUIT HANDICAP SPACE ®Ws WATER SPIGOT ' ' ' ' SANITARY SEWER ADJ ADJUST GU GUTTER RT RIGHT — — — — — — — — — — — SANITARY SERVICE ALT ALTERNATE GV GATE VALVE SAN SANITARY SEWER IRRIGATION SPRINKLER HEAD o WELL >> >> >> >> >> STORM SEWER B -B BACK TO BACK HDPE HIGH DENSITY POLYETHYLENE SCH SCHEDULE IE IRRIGATION VALVE BOX d WETLAND DELINEATED MARKER STORM SEWER DRAIN TILE BIT BITUMINOUS HH HANDHOLE SERV SERVICE cP LIFT STATION CONTROL PANEL WETLAND I I I I WATERMAIN BLDG BUILDING HP HIGH POINT SHLD SHOULDER —I- —I- —I- —I- —I- -I— — WATER SERVICE BMP BEST MANAGEMENT PRACTICE HWL HIGH WATER LEVEL STA STATION © LIFT STATION O WET WELL BR BEGIN RADIUS HYD HYDRANT STD STANDARD LIGHT ON POLE OO YARD HYDRANT PROPOSED UTILITY LINES BV BUTTERFLY VALVE I INVERT STM STORM SEWER LIGHT -GROUND CB CATCH BASIN K CURVE COEFFICIENT TC TOP OF CURB PROPOSED TOPOGRAPHIC SYMBOLS II II II II II FORCEMAIN C&G CURB AND GUTTER L LENGTH TE TEMPORARY EASEMENT ® MAILBOX > > > > > SANITARY SEWER CIP CAST IRON PIPE LO LOWEST OPENING TEMP TEMPORARY © MANHOLE -COMMUNICATION • CLEANOUT — — — — — — — — — — — — — SANITARY SERVICE CIPP CURED -IN-PLACE PIPE LP LOW POINT TNH TOP NUT HYDRANT CL CENTER LINE LT LEFT TP TOP OF PIPE � MANHOLE -ELECTRIC • MANHOLE » » » » STORM SEWER CL. CLASS MAX MAXIMUM TYP TYPICAL eQ MANHOLE -GAS Q LIFT STATION —" —" —" �' —" —" —" —" —" —" — STORM SEWER DRAIN TILE WATERMAIN CLVT CULVERT MH MANHOLE VCP VITRIFIED CLAY PIPE QH MANHOLE -HEAT ® STORM SEWER CIRCULAR CASTING--i--i--i--i--i-I—i— WATER SERVICE CMP CORRUGATED METAL PIPE MIN MINIMUM VERT VERTICAL sQ MANHOLE -SANITARY SEWER ■ STORM SEWER RECTANGULAR CASTING PIPE CASING C.O. CHANGE ORDER MR MID RADIUS VPC VERTICAL POINT OF CURVE Do. STORM SEWER FLARED END/ APRON TRENCHLESS PIPE (PLAN VIEW) COMM COMMUNICATION NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION MANHOLE -STORM SEWER TRENCHLESS PIPE (PROFILE VIEW) CON CONCRETE NMC NON-METALLIC CONDUIT VPT VERTICAL POINT OF TANGENT Qo MANHOLE -UTILITY ■ STORM SEWER OUTLET STRUCTURE CSP CORRUGATED STEEL PIPE NTS NOT TO SCALE WM WATERMAIN QW MANHOLE -WATER ® STORM SEWER OVERFLOW STRUCTURE GRADING INFORMATION DIA DIAMETER NWL NORMAL WATER LEVEL DIP DUCTILE IRON PIPE OHW ORDINARY HIGH WATER LEVEL � o CURB BOX METER DWY DRIVEWAY PC POINT OF CURVE AC ACRES e ORDER MICROPHONE + FIRE HYDRANT 97, EXISTING CONTOUR MINOR E EXTERNAL CURVE DISTANCE PCC POINT OF COMPOUND CURVE CF CUBIC FEET � PARKING METER WATER VALVE _ _ g50 EXISTING CONTOUR MAJOR ELEC ELECTRIC PE PERMANENT EASEMENT CV COMPACTED VOLUME � ►� - PROPOSED CONTOUR MINOR ELEV ELEVATION PED PEDESTRIAN, PEDESTAL CY CUBIC YARD PAVEMENT MARKING No WATER REDUCER `_950 PROPOSED CONTOUR MAJOR EOF EMERGENCY OVERFLOW PERF PERFORATED PIPE EA EACH © PEDESTAL -COMMUNICATION F� WATER BEND • • • • • • • • • • • • • • • • • • • • • • • • • PROPOSED GRADING LIMITS/ SLOPE LIMITS ER END RADIUS PERM PERMANENT EV EXCAVATED VOLUME a ----------------- PROJECT LIMITS PEDESTAL -ELECTRIC III WATER TEE x 953.53 x STA:5+67.19 ESMT EASEMENT PI POINT OF INTERSECTION LB POUND 98087 PROPOSED SPOT ELEVATION EX EXISTING PL PROPERTY LINE LF LINEAR FEET w PEDESTRIAN PUSH BUTTON WATER CROSS 1:4 RISE:RUN (SLOPE) FES FLARED END SECTION PRC POINT OF REVERSE CURVE LS LUMP SUM PICNIC TABLE — WATER SLEEVE HATCH PATTERNS F -F FACE TO FACE PT POINT OF TANGENT LV LOOSE VOLUME POLE -UTILITY ^ WATER CAP /PLUG FF FINISHED FLOOR PVC POLYVINYL CHLORIDE PIPE SF SQUARE FEET F&I FURNISH AND INSTALL PVMT PAVEMENT SV STOCKPILE VOLUME POLE -BRACE RIP RAP BITUMINOUS GRAVEL FM FORCEMAIN R RADIUS SY SQUAREYARD © POST _01� DRAINAGE FLOW FO FIBER OPTIC R/W RIGHT-OF-WAY RAILROAD SIGNAL POLE k TRAFFIC SIGNS CONCRETE F.O. FIELD ORDER RCP REINFORCED CONCRETE PIPE 5 GRAN GRANULAR RET RETAINING IHEREBYCERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED ""`° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BV ORUN ER V RECTS PE I51 dANDTHATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST CIij�� qR y�°p�yowWILLMAR, MINNESOTA 56201 PRL, JI TLISTEsoTa °""�" DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT A�Vpfq$��+/'��& MENK Phone: r@b 231-3956 /li i`]O,OJUST �Email: Willmar@bolton-menk.com1 iltf�jVd515� ruc ian/ 9/2.23 www.bolton-menk.com CLIENT N LEGEND REMOVALS 1. A minimum of 7 days notice shall be provided to emergency response, residents, businesses, schools, daycare providers, nursing homes, churches, funeral homes, and medical facilities prior to beginning construction and/or closing streets and restricting driveways. 2. The removal limits shown are approximate and subject to modifications in the field as directed by the ENGINEER. 3. All adjacent bituminous and concrete surfaces shall be cleanly saw cut (full depth) prior to removal (saw cutting is included in the unit prices bid for pavement removal). Additional removals and saw cutting as a result of CONTRACTOR's failure to protect the surfaces shall be completed at the CONTRACTOR's expense. 4. The CONTRACTOR shall verify with the ENGINEER all trees to be cleared and grubbed prior to being removed. UTILITY CONSTRUCTION 5. The existing utilities in plan and profile views are shown in their approximate location only. It is not guaranteed that any or all existing utilities are shown. The CONTRACTOR is solely responsible for verifying the location and elevation of all existing utilities, both public and private, prior to commencing work and protecting the existing utility unless otherwise noted on the plan or directed by the ENGINEER or owner of the subject utility. 6. Maintain 10' minimum separation between sanitary sewer main and watermain and between storm sewer main and watermain, unless noted otherwise on plans. 7. Maintain 18" of vertical clearance between sewer and watermain at all sanitary and storm sewer crossings. 8. All connections to existing sanitary sewer, storm sewer, and watermain shall be field verified for location and elevation. 9. The CONTRACTOR shall construct a concrete plug at abandoned pipe ends (incidental). 10. All active drain tiles and underground roof drains encountered shall be connected to the proposed storm sewer. Drain tiles and roof drains shall not be connected to the sanitary sewer. Drain tiles and roof drains shall not be connected into perforated subsurface drains. 11. Buildings without exterior spigots, if any, may require a direct connection to the water service line at the base of the footing or installation of a new spigot in order to provide temporary water (incidental). 12. Coordinate with utility owner to relocate or protect private utilities as necessary for utility and street construction (incidental). 13. All new gravity sanitary sewer main and storm sewer mains shall be constructed starting at the lower end and progressing upstream. 14. The CONTRACTOR shall make provisions to protect all sanitary sewer and storm sewer manholes from debris and sediment entering the sanitary sewer and storm sewer systems (incidental). 15. Sanitary sewer and storm sewer pipe lengths and grades are calculated and paid using the distance from center of structure to center of structure. 16. The CONTRACTOR shall verify proposed elevation of each hydrant in the field so that the bury line on the hydrant matches the final grade. Furnish and install vertical bend(s) as required to achieve the proper bury depth. SERVICE CONSTRUCTION 17. The CONTRACTOR shall field verify the size, location and elevation of all sanitary sewer and water services that are being replaced. In general, the CONTRACTOR shall construct new service to match the size of the existing pipe, (minimum 1" diameter water services and 4" diameter sanitary sewer services). 18. Install Tracer Wire System per City of Monticello standards - included in Project Manual. 19. It may be necessary to construct sanitary sewer and water service lines in separate trenches. Separate trench service connections shall be incidental. 20. When it is necessary to construct curb boxes in concrete or bituminous surfaces, casting assemblies shall be embedded in the concrete or bituminous surface over the top of the curb box and tracer wire access box, as shown in the details. The casting assembly shall be set 0.02' below concrete surfaces and 0.04' below bituminous surfaces. 21. The CONTRACTOR shall complete a service record form for every new service constructed. A blank form will be provided to the CONTRACTOR for his use and reproduction. The completed forms and digital photos shall be submitted to the ENGINEER as specified. SURFACE RESTORATION 22. All new intersection curb radii are dimensioned to the back of curb unless noted otherwise. 23. Construct pedestrian ramps at all sidewalk intersection locations where shown on the plans. 24. Construct curb and gutter at pedestrian ramps to have a gutter slope of no more than 2.0%. 25. Manhole covers and valve boxes in bituminous surfaces shall be set 0.04' below finished grade. 26. Any variations from the typical section dimension are shown on the plan drawings. 27. Pavement slopes at intersection locations may vary from those shown on the typical sections. 28. Grade all topsoil material to 1/2" depth below concrete surfaces prior to turf restoration. IHERERY CERTIFY '"AT T111 PIAN,SPECIFICATION, OR NE— BPYR FE OR! U1N EERf Y 1 RSryVET�CiI(5 LRPETR! U151 dANO7G THAT gEI °OpVADUWyIL�Y LEICSREOENTSAAE.D D 204 0 H I2 EST ,N�nivne v MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET WILLMAR, MINNESOTA 56201 pgANBOLTON DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTPhone: (320) 231-3956 CHECKED Email: Willmar@bolton-menk.com JUST & MENK w.Ibolton-menikxom CLIENT Np, GENERAL NOTES t ru ien9/2023 oiiAo 3 Z' a� o3 9± STATEMENT OF ESTIMATED QUANTITIES SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. ITEM MNDOT TOTAL COUNTY CITY CITY NO. SPEC NO. ITEM NOTES UNIT QUANTITY 1 2021.501 MOBILIZATION LUMP SUM 1 0.04 0.28 0.19 0.49 2 2101.502 CLEARING EACH 27 9 18 3 2101.502 GRUBBING EACH 27 9 18 4 2103.501 BUILDING REMOVAL LUMP SUM 1 1 5 2104.502 REMOVE GATE VALVE AND BOX EACH 12 1 11 6 2104.502 REMOVE HYDRANT EACH 5 1 4 7 2104.502 REMOVE DRAINAGE STRUCTURE EACH 14 6 8 8 2104.502 REMOVE SIGN EACH 27 27 9 2104.502 REMOVE SIGN PANEL EACH 1 1 10 2104.502 REMOVE SANITARY MANHOLE EACH 7 4 3 11 2104.502 REMOVE TREE GRATE (3) EACH 16 16 12 2104.502 SALVAGE DECORATIVE RAILINGS EACH 18 18 13 2104.502 REMOVE CONCRETE STEPS EACH 32 32 14 2104.502 REMOVE LIGHTING UNIT (1) EACH 24 24 15 2104.502 REMOVE LIGHT FOUNDATION EACH 37 37 16 2104.502 REMOVE SERVICE CABINET (2) EACH 2 2 17 2104.502 SALVAGE CATCH BASIN EACH 1 1 18 2104.502 SALVAGE SIGN EACH 5 5 19 2104.503 REMOVE WATERMAIN LIN FT 1170 15 1155 20 2104.503 REMOVE SEWER PIPE (SANITARY) LIN FT 1290 990 300 21 2104.503 REMOVE SEWER PIPE (STORM) LIN FT 599 339 260 22 2104.503 REMOVE CURB AND GUTTER LIN FT 7049 180 420 3604 2845 23 2104.503 REMOVE CONCRETE VALLEY GUTTER LIN FT 230 230 24 2104.503 SALVAGE PIPE SEWER (24" STORM) LIN FT 40 40 25 2104.503 SALVAGE FENCE LIN FT 90 90 26 2104.504 REMOVE BITUMINOUS PAVEMENT (STREET) SQYD 41869 581 34368 6920 27 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQYD 919 491 310 1 118 28 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQYD 212 11 114 87 29 2104.504 REMOVE CONCRETE PAVEMENT SQYD 252 252 30 2104.504 RECLAIM BITUMINOUS SURFACE (P) SQYD 11033 11033 31 2104.518 REMOVE CONCRETE MEDIAN SQ FT 2350 2350 32 2104.518 REMOVE CONCRETE WALK SQ FT 35950 2440 26585 6925 33 2104.518 REMOVE BOARD WALK SQ FT 163 163 34 2104.518 SALVAGE BOULDER WALL SQ FT 800 800 35 2104.601 REMOVE KIOSK AND FOOTING LUMP SUM 1 1 36 2104.602 SALVAGE PLAY EQUIPMENT EACH 5 5 37 2104.603 ABANDON PIPE SEWER LIN FT 411 411 38 2104.618 SALVAGE CONCRETE MODULAR BLOCK SQ FT 300 300 39 2106.507 COMMON EXCAVATION (P) CU YD 15624 82 8260 7282 40 2106.507 SUBGRADE EXCAVATION (EV) (4) CU YD 1124 44 1080 41 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P) CU YD 8141 374 7767 42 2108.504 GEOTEXTILE FABRIC TYPE 5 (5) SQYD 3840 140 3700 43 2118.609 AGGREGATE SURFACING SPECIAL TON 221 221 44 2123.510 COMMON LABORER (6) HOUR 120 40 80 45 2123.510 FOREMAN (WITH TRUCK) (6) HOUR 30 10 20 46 2123.510 1.5 CU YD SHOVEL (6) HOUR 30 10 20 47 2123.510 3.0 CU YD SHOVEL (6) HOUR 30 10 20 48 2123.510 5.0 CU YD SHOVEL (6) HOUR 30 10 20 49 2123.510 DOZER (6) HOUR 30 10 20 50 2123.510 12 CU YD TRUCK (6) HOUR 30 10 20 51 2123.510 4.0 CU YD FRONT END LOADER (6) HOUR 30 10 20 52 2123.610 SKID LOADER (6) HOUR 30 10 20 53 2211.507 AGGREGATE BASE CLASS 5 (CV) (P) CU YD 4481 172 75 2111 2123 54 2231.604 BITUMINOUS PATCH SPECIAL SQYD 666 491 98 77 55 2301.504 CONCRETE PAVEMENT 8" SQYD 2765 2765 56 2301.618 8" COLORED CONCRETE CROSSWALK (RED) SQ FT 2490 2490 57 2301.618 8" COLORED CONCRETE WARNING BAND (RED) SQ FT 2271 2271 58 2331.603 BITUMINOUSTAPER LIN FT 6200 3200 3000 59 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (4,C) TON 5409 5409 60 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 488 13 475 61 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,C) TON 13522 13522 62 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B) TON 976 26 950 63 2411.502 4" CONCRETE HEADWALL EACH 2 2 64 2411.618 INSTALL CONCRETE BLOCK RETAINING WALL (21) SQ FT 100 100 65 2475.503 PIPE RAILING (7) LIN FT 126 126 66 2502.503 4" PERF CORRUGATED PE PIPE DRAIN (8) LIN FT 690 153 537 67 2502.503 4" PERF PVC PIPE DRAIN (8) LIN FT 3254 183 1342 1729 68 2502.602 4" DRAINTILE CLEANOUT EACH 17 5 12 69 2503.503 6" PVC PIPE SEWER (STORM) LIN FT 60 60 70 2503.503 8" PVC PIPE SEWER (STORM) LIN FT 142 18 124 71 2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 994 491 503 72 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 90 90 73 250E507324" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 100 100 74 2503.503 1 INSTALL PIPE SEWER (24" STORM) LIN FT 40 40 75 2503.602 1 CONNECT TO EXISTING SANITARY SEWER (PIPE) EACH 9 9 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORtp5 PER 151 dANO THAT, ADULY LICENSED PR FE fT! ST ESOTA. 7y� p�y� G V I gp LTO N & M E N K 12 EAST 6 2040 HIGHWAY MINNESOTA WI Phone MINNESOTA 56201 Phone: (320) 231 -men Email: Willmar@bolton-menk.com www.bolton-menk.mmCLIENT CITY ❑ F Monti do Icx[p MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET G1.01 pgAWN cxEcgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STATEMENT OF ESTIMATED QUANTITIES JUST ��� rub ic�n9/zozs PgpLNO, 3 Z' a� o3 9± STATEMENT OF ESTIMATED QUANTITIES SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. ITEM MNDOT TOTAL COUNTY CITY CITY NO. SPEC NO. ITEM NOTES UNIT QUANTITY 76 2503.602 CONNECT TO EXISTING MANHOLE (SAN) EACH 1 1 77 2503.602 CONNECT TO EXISTING STORM SEWER (PIPE) EACH 7 6 1 78 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 7 2 2 3 79 2503.602 12" X 6" PVC WYE EACH 15 15 80 2503.602 15" X 6" PVC WYE EACH 17 12 5 81 2503.603 8" PVC PIPE SEWER LIN FT 13 13 82 2503.603 10" PVC PIPE SEWER LIN FT 47 47 83 2503.603 12" PVC PIPE SEWER LIN FT 446 446 84 2503.603 15" PVC PIPE SEWER LIN FT 870 431 439 85 2503.603 6" PVC SANITARY SERVICE PIPE LIN FT 1275 1075 200 86 2504.601 IRRIGATION SYSTEM - PUBLIC STREETSCAPE ILUMP SUM 1 1 87 2504.601 IRRIGATION SYSTEM - WEST BRIDGE PARK EDGE LUMP SUM 1 1 88 2504.602 CONNECT TO EXISTING WATERMAIN EACH 10 6 4 89 2504.602 HYDRANT EACH 6 2 4 90 2504.602 ADJUST VALVE BOX-WATER EACH 22 16 6 91 2504.602 1" CORPORATION STOP EACH 5 3 2 92 2504.602 2" CORPORATION STOP EACH 2 2 93 2504.602 6" GATE VALVE AND BOX EACH 7 2 5 94 2504.602 8" GATE VALVE AND BOX EACH 7 1 6 95 2504.602 12" X 8" WET TAP INCL. 8" GATE VALVE AND BOX EACH 1 1 96 2504.602 ADJUST CURB BOX EACH 6 4 2 97 2504.602 1" CURB STOP AND BOX EACH 5 3 2 98 2504.602 2" CURB STOP AND BOX EACH 2 2 99 2504.603 20" CASING PIPE LIN FT 56 56 100 2504.603 1" TYPE PE PIPE LIN FT 113 60 53 101 2504.603 2" TYPE PE PIPE LIN FT 45 45 102 2504.603 6" PVC WATERMAIN LIN FT 296 130 166 103 2504.603 8" PVC WATERMAIN LIN FT 1113 87 1026 104 2504.608 WATERMAIN FITTINGS POUND 840 252 588 105 2506.502 CASTIING ASSEMBLY EACH 27 27 106 2506.502 ADJUST FRAME AND RING CASTING EACH 81 2 60 19 107 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES 4007 LIN FT 79.2 66.6 12.6 108 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL 1 (9) LIN FT 67.4 67.4 109 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES 4020-48 LIN FT 13.6 13.6 110 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES 4020-72 LIN FT 16.2 16.2 111 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 (9) EACH 4 1 3 112 2506.602 INSTALL CATCH BASIN EACH 1 1 113 2506.603 RAISE MANHOLE LIN FT 6.0 6.0 114 2506.603 CONSTRUCT 10" OUTSIDE DROP LIN FT 4.4 4.4 115 2506.603 CONSTRUCT 16" OUTSIDE DROP LIN FT 9.4 9.4 116 2521.518 6" CONCRETE WALK (10) SQ FT 67831 2367 41159 24305 117 2521.518 6" CONCRETE WALK SPECIAL, TYPE 2 (RED) (10) SQ FT 1440 1440 118 2521.518 6" CONCRETE WALK SPECIAL, TYPE 1(GRAY) (10) SQ FT 9526 9526 119 2521.518 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH) (11) SQ FT 1120 1120 120 2521.618 CONCRETE STAIR SQ FT 515 515 121 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 1961 42 1428 491 122 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 1550 1550 123 2531.503 CONCRETE CURB AND GUTTER DESIGN B818 LIN FT 30 30 124 2531.503 CONCRETE CURB AND GUTTER DESIGN B424 LIN FT 178 178 125 2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 2240 186 420 1634 126 2531.503 CONCRETE CURB AND GUTTER DESIGN "D" MODIFIED LIN FT 217 217 127 2531.503 CONCRETE VALLY GUTTER LIN FT 230 230 128 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQYD 606 11 595 129 2531.603 CONCRETE SILL LIN FT 4898 228 420 2880 1370 130 2531.603 CONCRETE CURB DESIGN V LIN FT 50 50 131 2531.618 TRUNCATED DOMES SQ FT 783 1 83 234 290 176 132 2540.601 DRINKING FOUNTAIN (12) LUMP SUM 1 1 133 2540.601 REINFORCED CONCRETE SCULPTURE PAD LUMP SUM 1 1 134 2540.602 INSTALL PLAY EQUIPMENT EACH 5 5 135 2540.602 INSTALL DECORATIVE RAILINGS (13) EACH 18 18 136 2540.602 SHADE STRUCTURE EACH 1 1 137 2540.602 POLE-MOUNTED WAYFINDING SIGN EACH 4 2 2 138 2540.602 POLE-MOUNTED PUBLIC PARKING SIGN (14) EACH 3 3 139 2540.602 URBAN WAYFINDING KIOSK SIGN EACH 2 1 1 140 2540.602 STONE TYPE A (FREESTANDING BLOCK - LIMESTONE) EACH 30 30 141 2540.602 STONE TYPE B (FREESTANDING BLOCK - CARNELIAN GRANITE) EACH 17 17 142 2540.602 STONE TYPE G (FREESTANDING BLOCK- MESABI BLACK GRANITE) EACH 18 18 143 2540.602 STONE TYPE K (SALVAGED GRANITE ACCENT BOULDER) EACH 47 47 144 2540.603 STEEL PLANTER CURB EACH 24 24 145 2540.607 DECORATIVE ROCK MULCH CU YD 2 1.5 146 2540.618 POROUS PAVING (15) SQ FT 3770 3770 147 2540.618 STONE TYPE C (RETAINING WALL BLOCK - CARNELIAN GRANITE) SQ FT 504 504 148 2540.618 STONE TYPE D (RETAINING WALL BLOCK- CARNELIAN GRANITE, HALF COURSE) SQ FT 72 72 149 2540.618 STONE TYPE E (CONCRETE-ADJACENT WALL BLOCK - CARNELIAN GRANITE) SQ FT 102 102 150 2540.618 1 STONE TYPE F (AMPHITHEATER SEAT WALL BLOCK - CARNELIAN GRANITE) SQ FT 272 272 151 2540.618 1 STONE TYPE H (RETAINING WALL BLOCK - MESABI BLACK GRANITE) SQ FT 616 616 THEREBY CERTI EY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED P ORUN ER Y RECi5 PER 151 dANOTHAIT ADULYLICo., PR FE f 1 Ef 1 T! ST EsoTA. 5�I 7y� p�y� V G V I gpLTON & M E N K 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-men Email: Willmar@bolton-menk.com www.bolton-menk.mm CITY O F o iiAla Icx[D NO, ISSUED FORMONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET G1.02 DxnwN CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STATEMENT OF ESTIMATED QUANTITIES JUST d�Srub ic�n9/zozs CLIENTPRDLNO, 3 Z' a� o3 9± STATEMENT OF ESTIMATED QUANTITIES SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. ITEM MNDOT TOTAL COUNTY CITY CITY NO. SPEC NO. ITEM NOTES UNIT QUANTITY 152 2540.618 STONE TYPE I (RETAINING WALL BLOCK - MESABI BLACK GRANITE, HALF COURSE) SQ FT 141 141 153 2540.618 STONE TYPE J (CONCRETE -ADJACENT WALL BLOCK - MESABI BLACK GRANITE) SQ FT 78 78 154 2545.502 HANDHOLE EACH 13 13 155 2545.502 LIGHT FOUNDATION DESIGN E MODIFIED (16) EACH 51 51 156 2545.502 LIGHT FOUNDATION DESIGN SPECIAL 1 (17) EACH 6 6 157 2545.502 LIGHTTYPE 1 (STANDARD STREET LIGHT POLE) EACH 24 24 158 2545.502 LIGHTTYPE 3 (CATENARY POLE W/ STREET HEIGHT LUMINAIRE) EACH 1 1 159 2545.502 LIGHTTYPE 4 (CATENARY POLE W/ PEDESTRIAN HEIGHT LUMINAIRE) EACH 4 4 160 2545.502 LIGHTTYPE 5 (CATENARY POLE W/ STREETAND PEDESTRIAN HEIGHT LUMINAIRE) EACH 1 1 161 2545.502 LIGHTTYPE 6 (PARKING LOT LIGHT POLE) EACH 2 2 162 2545.502 LIGHTTYPE 7 (ACCENT LIGHT) EACH 11 11 163 2545.502 LIGHTTYPE 8 (PINE STREET/ HWY 25 LIGHT POLE) - NEW EACH 2 2 164 2545.502 LIGHTTYPE 8 (PINE STREET/ HWY 25 LIGHT POLE) - SALVAGED EACH 1 1 165 2545.503 1.5" NON-METALLIC CONDUIT LIN FT 5326 5326 166 2545.503 0.75" NON-METALLIC CONDUIT LIN FT 2374 2374 167 2545.503 0.5" NON-METALLIC CONDUIT LIN FT 228 228 168 2545.503 1.5" NON-METALLIC CONDUIT (DIRECTIONAL BORE) LIN FT 358 358 169 2545.503 #12 AWG WIRE LIN FT 684 684 170 2545.503 #10 AWG WIRE LIN FT 13951 13951 171 2545.503 #6 AWG WIRE LIN FT 20253 20253 172 2545.503 #4 AWG WIRE LIN FT 831 831 173 2545.601 CATENARY LIGHT SYSTEM LUMP SUM 1 1 174 2545.602 TEMPORARY LIGHTING (18) EACH 23 18 175 2545.602 RECEPTACLE STANCHION EACH 45 45 176 2545.602 SERVICE CABINET EACH 1 1 177 2545.602 SERVICE CABINET B EACH 1 1 178 2545.602 CABINET LCC1 EACH 1 1 179 2545.602 FOOD TRUCK RECEPTACLE EACH 2 2 180 2545.603 2" NON-METALLIC CONDUIT (DIRECTIONAL BORE) (TWO CONDUITS IN SAME BORE) LIN FT 80 80 181 2550.503 2" NON-METALLIC CONDUIT LIN FT 350 350 182 2550.503 3" PUSHED CONDUIT LIN FT 300 300 183 2550.602 FIBER OPTIC SPLICE / PATCH PANEL EACH 2 2 184 2550.602 FIBER OPTIC PIGTAIL TERMINATION EACH 2 2 185 2550.602 PULL VAULT EACH 4 4 186 2550.603 FIBER OPTIC TRUNK CABLE 365M LIN FT 975 975 187 2557.603 FENCE DESIGN SPECIAL (SCREEN FENCE) LIN FT 205 205 188 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.04 0.28 0.19 0.49 189 2564.602 INSTALL SIGN EACH 5 2 3 190 2564.602 DELINEATOR / MARKER SIGN EACH 3 3 191 2564.618 SIGN SQ FT 297 50 206 41 192 2564.618 SIGN SPECIAL (19) SQ FT 300 300 193 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM A SYSTEM 1 0.5 0.5 194 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM B SYSTEM 195 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM C SYSTEM 1 0.5 0.5 196 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM D SYSTEM 1 0.09 0.91 197 2565.616 REVISE SIGNAL SYSTEM A SYSTEM 1 1 198 2565.616 REVISE SIGNAL SYSTEM B SYSTEM 1 1 199 2565.616 TEMPORARY SIGNAL SYSTEM A SYSTEM 1 1 200 2565.616 TEMPORARY SIGNAL SYSTEM B SYSTEM 1 1 201 2571.000 TREE PROTECTION LIN FT 750 750 202 2571.502 CONIFEROUS TREE 8' HEIGHT B&B EACH 3 3 203 2571.502 DECIDUOUS TREE 2.5" CAL B&B EACH 71 40 204 2571.502 DECIDUOUS TREE 1.5" CAL B&B EACH 21 18 205 2571.502 ORNAMENTAL TREE 6'HEIGHTB&B -MULTISTEM EACH 25 25 206 2571.502 SHRUB NO 5 CONTAINER EACH 108 93 207 2571.502 SHRUB NO 2 CONTAINER EACH 307 322 208 2571.502 PERENNIAL NO 1 CONTAINER EACH 3752 3754 209 2571.502 PERENNIAL BULB EACH 139 518 210 2571.607 HARDWOOD MULCH CU YD 222 222 211 2573.501 STABILIZED CONSTRUCTION EXIT EACH 4 2 2 212 2573.502 STORM DRAIN INLET PROTECTION EACH 90 2 66 22 213 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 820 40 1 600 180 214 2573.503 SILT FENCE, TYPE MS LIN FT 1303 203 1100 215 2573.503 SILT FENCE, TYPE HI LIN FT 400 400 216 2574.607 STRUCTURAL SOIL CY 407 407 217 2574.618 BOULEVARD TOPSOIL BORROW (PLANTING SOIL) (LV) CY 1241 1241 218 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SQYD 500 500 219 2575.523 RAPID STABILIZATION METHOD 3 MGALLON 4 1 3 220 2575.604 NATIVE SEEDING LUMP SUM 1 1 221 2575.604 SITE RESTORATION (20) SQYD 3017 1127 1890 222 2582.503 4" SOLID LINE PAINT LIN FT 620 620 223 2582.503 6" SOLID LINE PAINT LIN FT 1600 1600 224 2582.503 4" BROKEN LINE PAINT LIN FT 650 650 225 2582.503 8" DOTTED LINE PAINT LIN FT 150 150 226 2582.503 1 4" SOLID LINE MULTI COMP LIN FT 12366 1 1 1 9642 1 2724 227 2582.503 1 8" SOLID LINE MULTI COMP LIN FT 395 1 1 1 295 1 100 I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED P ORtp5 PER 151 dANOTHATI ADULY LE'oTA'O PR FE fER ST 1EHSE 7y� p�y� G V I 1 gpLTON M E N K 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: r@b 231 -men Email: Willmar@bolton-menk.com w .bolton-menk.Dom CITY ❑ F N�ant�cella -Ep NO, ISSUED FORMONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET G1.03 pgAWN CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STATEMENT OF ESTIMATED QUANTITIES JUST rU� iOn/ 9/2023 IENTPgpLNO, STATEMENT OF ESTIMATED QUANTITIES ITEM MNDOT NO. SPEC NO. ITEM NOTES UNIT TOTAL QUANTITY SP 8605-59 CSAH 75 (BROADWAY ST.) RIVER ST., WALNUT ST., LOCUST ST. COUNTY CITY CITY 228 2582.503 24" SOLID LINE MULTI COMP GR IN LIN FT 79 79 229 2582.503 4" BROKEN LINE MULTI COMP GR IN LIN FT 1934 1934 230 2582.503 8'I DOTTED LINE MULTI COMP GR IN LIN FT 79 79 231 2582.503 4" DOUBLE SOLID LINE MULTI COMP GR IN LIN FT 459 459 232 2582.518 PAVEMENT MESSAGE PAINT SQ FT 100 100 233 2582.518 PAVEMENT MESSAGE PREF THERM GR IN SQ FT 567 541 26 234 2582.518 CROSSWALK PAINT SQ FT 1908 1908 235 2582.518 CROSSWALK PREFORM THERMO GR IN SQ FT 2268 1908 360 ALTERNATE NO. 1- STREETSCAPE COUNTER TOP ALT 112540.602 1 STREETSCAPE COUNTER TOP EACH 3 3 ALTERNATE NO. 2—TREE GUARDS ALT 212540.602 1 TREE GUARD EACH 26 26 NOTES: (P) PLAN QUANTITY (CV) COMPACTED VOLUME (WR) WET REFLECTIVE (1) LIGHT POLES TO BE RE—USED DURING CONSTRUCTION FOR TEMP. LIGHTING (2) INCLUDES FOUNDATION (3) OFFER SALVAGED GRATES TO THE CITY. UNWANTED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR. (4) INCLUDES QUANTITY FOR SUBCUTTING AND STABILIZING UNSTABLE AREAS AS APPROVED BY THE ENGINEER. ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. (5) INCLUDES QUANTITY FOR UNSTABLE AREAS AS APPROVED BY THE ENGINEER. ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER DURING CONSTRUCTION. (6) LABOR AND EQUIPMENT HOURS FOR MISCELLANEOUS UTILITY EXPLORATION OR MISCELLANEOUS WORK AS APPROVED BY THE ENGINEER. INCLUDES OPERATOR. (7) GALVANIZED (8) CONNECTION TO DRAINAGE STRUCTURES ARE INCIDENTAL (9) SEE DETAIL (10) AGG. BASE PAID SEPERATELY (11) SANDBLAST EXPOSED AGGREGATE FINISH (12) INCLUDES DRAIN AND WATER SERVICE FROM CURB STOP TO FOUNTAIN (13) PAINTED; INCL. TWO (2) CONCRETE FOOTINGS WITH EMBEDDED SLEEVES (14) INCL. POST AND FOOTING (15) INCL. EDGING AND AGG. BASE (16) STREET, PEDESTRIAN, & TH 25 POLES (17) CATENARY POLES (18) USE SALVAGED PED LIGHTS W/ CUSTOM BASE PLATES ON NEW FOUNDATIONS (19) FOR ADDITIONAL CONSTRUCTION SIGNS FOR BUSINESS NAMES NOT SHOWN ON THE PLANS. AS APPROVED BY ENGINEER (20) INCL. SEED, FERT., & HYDROMULCH (21) USE SELECT SALVAGED MODULAR WALL BLOCKS FROM PARK AREA IHEREBYCERTIFYTHAT THISPLAN,SPECIFICATION, OR REPORT WAS PREPARED C!%.' MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BV ORUN ER V RECTS PE ISIdANDTHATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST CITY OF y� p�yow WILLMAR, MINNESOTA 56201 ■ PR FE GST V I EsoTa , D""�" Phone: DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT W v �e / �j j�7 cxecReo G 1.04 JUST Email: Willmar@bolton-menk.com olton-menk.com un. s 1 iltf�j 1 ruC.r ian/ M E N K 9/2.23 W .bolton-menk.com J CLIENT PRD1.NO. STATEMENT OF ESTIMATED QUANTITIES 155021002300 FLORENCE A MAYER 110 CRAIG LN — I 0+00 L+ o I I 155021002410 JASON CATION & 111 KENNETH LN -------- ------- — ---�1.� --- ------151NO000!? CITYOFMONTI[505 WALNUT SY o _ a L — 155023001100 ROGER E SCHWIENTEK 1309 W BROADWAY ST — 155023001090 KEVIN A & PATRICIAA WERP 1305 W BROADWAY ST — — 155023001080 STEVEN & CANDACE JOHNSON 1233 SANDY LN — 155021002420 JUNE R LANNERS TRUST 506 W 3RD ST — ,5501 �PCN NS�N o e N SO UGLAS ,RANK DOUGLASFRANAYS — — \ 1311 W BROADWAY ST --_ 5----------------------L— � W Z ---- LLI LEGEND _ RECLAIM BITUMINOUS PAVEMENT ,5501 �PCN NS�N o e N SO UGLAS ,RANK DOUGLASFRANAYS — — \ 1311 W BROADWAY ST 1 HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 0 25 50 PR FE 1 1 Rr 1 ECT TI e I ji(�lyW ICENSE �V� So - SCALE FEET JUST .1- rub iconru� icon 23 WlLHIGHWAY 03 56201BOLTON ne(32)231-5 il:Willmar@bolton-menk.com m& MENK mawphob.1t.n-.enk.com I I�� ------ Lu -- --ALN Z _ J a� EDN�ontcellJaKN DIN. 155187001050 DONALD P & IANAE M PROSPER 1217 PRAIRIE PINE CT MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH 11 SHEET co.01 --_ 5----------------------L— / L11 ---- LLI LEGEND _ RECLAIM BITUMINOUS PAVEMENT REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY AND WALK %i\ y %��• ly =___= REMOVE CURB AND GUTTER Q Z SALVAGE RETAINING WALL - 155104001130 155104001140 155104001150 155104001160 -0— REMOVE WATERMAIN JOSEPH&USA BOLIANT�ANETEBRIDGLAND�WILUANIL ROSANNAMI CHARLES J&BARBARAG<�SON I REMOVE HYDRANT SAH 75 1319 PRAIRIE CREEK LN I 1317 PRAIRIE CREEK LN I 1313 PRAIRIE CREEK LN 1331 PRAIRIE CREEK LN I - �I—I— REMOVE WATER SERVICE —>— REMOVE SANITARY SEWER —>> — REMOVE STORM SEWER - m Q REMOVE STORM SEWER MH OR CB Q REMOVE SANITARY MANHOLE --a— REMOVE SIGN x CLEAR & GRUB TREE 155012002010� PAUL ) & JANET L FUSS 448423RD ST SE NOTE. PROTECT ALL TREES NOT MARKED AS BEING REMOVED — — — — — — — — — — — 1 HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 0 25 50 PR FE 1 1 Rr 1 ECT TI e I ji(�lyW ICENSE �V� So - SCALE FEET JUST .1- rub iconru� icon 23 WlLHIGHWAY 03 56201BOLTON ne(32)231-5 il:Willmar@bolton-menk.com m& MENK mawphob.1t.n-.enk.com I I�� ------ Lu -- --ALN Z _ J a� EDN�ontcellJaKN DIN. 155187001050 DONALD P & IANAE M PROSPER 1217 PRAIRIE PINE CT MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH 11 SHEET co.01 o _ %i\ y %��• - 155104001130 155104001140 155104001150 155104001160 JOSEPH&USA BOLIANT�ANETEBRIDGLAND�WILUANIL ROSANNAMI CHARLES J&BARBARAG<�SON . 1319 PRAIRIE CREEK LN I 1317 PRAIRIE CREEK LN I 1313 PRAIRIE CREEK LN 1331 PRAIRIE CREEK LN I - 1 HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 0 25 50 PR FE 1 1 Rr 1 ECT TI e I ji(�lyW ICENSE �V� So - SCALE FEET JUST .1- rub iconru� icon 23 WlLHIGHWAY 03 56201BOLTON ne(32)231-5 il:Willmar@bolton-menk.com m& MENK mawphob.1t.n-.enk.com I I�� ------ Lu -- --ALN Z _ J a� EDN�ontcellJaKN DIN. 155187001050 DONALD P & IANAE M PROSPER 1217 PRAIRIE PINE CT MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH 11 SHEET co.01 155012002020 KEITH ESTES & 1224 SANDY LN 1 +0 SALVAGE & REINSTALL 40 LF ./ 24" RCP STORM CULVERT �I2 �R P I J ---- Izb _/ /iii LEG _ I � END BRIAN CIAMES& - --- \\ -- - - - o � , - I�r � RECLAIM BITUMINOUS PAVEMENT 001040 155187001030 IssleToolozo _ uW _ - - W .,�--- - - - - - -, REMOVE BITUMINOUS PAVEMENT L ---J XIX— X x X X- ------------- 187661640 15518700: MARTIN EEE _ REMOVE CONCRETE DRIVEWAY AND WALK PER \ 1215 PRAIRIE PINE CT 3593 S AGAVE WAY 1231 PRAIRIE PI NE CT /C—tG��I--•�ifi C- L.'��%_4,:� d REMOVE CURB AND GUTTER W SALVAGE RETAINING WALL \\ I= ? — I -0- REMOVE WATERMAIN \ REMOVE HYDRANT O REMOVE WATER SERVICE REMOVE SANITARY SEWER —» — REMOVE STORM SEWER BROADWAY STREET W CSAH 75 m OD REMOVE STORMSEWERCB Qs REMOVE SANITARY MANHOHOLEE REMOVE SIGN A b SII CLEAR &GRUB TREE X O W NOTE: LLI OC A III I PROTECT ALL TREES NOT MARKED AS BEING REMOVED N II °�\A\►\` p � II 1 I 1W BRO 1020 BROADWAY REMO IE ELECTRIC MH RK&MARYLKIELLBERG 1W BROADWAY 123 W BROADWAYST KIRK MAR 155232001030 ERG 155020004025 155020004023 155020004031 KI 1123 W BROAD WAV ST DECHENE CORPORATION CHRISTOPHER G YAGER & CO ), MARK 001040 1550200 TONG WILLIAM BROADJULIE A MILLER v MARKA OLSEN � DA�BROADWAYST - 1111 BROADWAY 18222195TH ST 1101WBROADWAY ST v I -V �I \�I/ \�� o I I II n O INCID.1p 1119 BROADWAY W 1115 \IG (V�X X- -X --X L-` II �o 1 1i �o —3L �� - - - L �- 11/oma` - - �� » c - r cc c c - - c \ y - _ - / I� - - w v n �c—mac ccc c�—` -c Y` '�-� - o �� c—c 30 C c c c --ii_ -c— cam— c ( ii A// I •_ / I I c c c --c c —G— c C c c cc < c -c C \cam -c cC--c -Ir G G G3�eG�0—��D'--3D 8(L --S 30 30 �� 30 30 3GQ� ��B`�,•. 3�� 00 1G �I 30 I 30 I 30 I 30 30 30 30- 1 G I G G G�-6 GG�—G���_ —��� G'1G�1 GI 0'i (i� L"@;���G�G�G�C—G 1=� CH_� C /I GE TGC �G G< I G�GC —lG > > > > > > > > > > > > > —�>� > > > > > > > — ->> > \\\ — > (t`1—G G G /� G G 6 6 > > I 24+00 25+00 _ 26+00 _ 27+00 _ 28+00 _ _ 29+00 30+0 I 2 _ 31+00 I I I I I I I w BROADWAY STREET W (CSAH 75) o------------- ------- - ---------- --7 /- .. 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Sry��I(�R �L� 7� �°pE�y�+ gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY O F � 1� Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN c a V L U G I V I Phone: (320) 231-3956 ,ontlella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CO.0 2 REMOVAL PLAN SCALE FEET 5 2 �e M E N K Email: Willmar@bolton-menk.com www.bolton-menk.mm JUST /'� an ru i IENTPRp1 Np. )x 1.6n9/2023 BROADWAY STREET W CSAH 75 -1 I 155020005070 PAUL ROLSEN 1025 W BROADWAY ST ' I n \ / 1552000DY 5111 155020005090 _ 155020005080 _ 1 W BROADWAY AGNES 5 DEMARAIS KEITH B & JACQUELYN 1 PETERSEN I � .1021 BROADWAY ST`W 155020005100 I� 1011 W BROADWAY ST V 1023 BROADWAY W RICHARD D WAY 1 lov BRonowav w < c��� <� +��Cc c c c� <�_ < _c 30 �� < 0C �0 C30�<30� 30 30 30 30O 30 C 30 e - p �< -<�< I�-I �l�i Il�I I -- 'T--.�-- -__-- __ ___________-_ _ -------------- ------------------��------=------ r--------- -- 1550200 5121 155020005121 155020005312 DAVID 1 & ELIZABETH A BOTHUN SUSAN AJOHNSON-WEYHRAUCH 921 BROADWAY W 925 W BROADWAY ST 155020005122 ROSE A DAHLIN 1 1913 BROADWAY W < C c Cc {� —�C—C 30 030 30 3C �C30 G 30 0 30 —0 -4+�I `I 155010044031 v\ ROSE A DAHLIN 913 BROADWAY T J _ C�30�30 < < 3�. -c-�$>�<-<- 1I -�' canP�- I I c 31+00 32+00 _33+00 34+00 35+00 - 36+00 _ o _37+00 _ _38+00 BROADWAY STREET W (CSAH 75) m -------------- ------- ------------ ---- --------------------- t. m `SMP / - --�= -- -- -- - -- - -- -- -I / o -- -- o -- 0 0 0 0 0 o p LEGEND -- --- 1/\ lit/ 111 off/ �II� RECLAIM BITUMINOUS PAVEMENT ---� REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY AND WALK = REMOVE CURB AND GUTTER SALVAGE RETAINING WALL / — I -M - REMOVE WATERMAIN BROADWAY STREET W CSAH 75 REMOVE HYDRANT �'—'- REMOVE WATER SERVICE —>— REMOVE SANITARY SEWER —» — REMOVE STORM SEWER (D REMOVE STORM SEWER MH OR CB sD REMOVE SANITARY MANHOLE -n- REMOVE SIGN I � I Z Lu ^X CLEAR &GRUB TREE H W I= W LLN NOTE: PROTECT ALL TREES NOT MARKED AS BEING REMOVED 1s 5010044040 MICHAEL W HENDRICKS & V Ln 155010045040 2 155010 6010 15501 0 045010 155010045030 LOGAN SCHUMANN & DAVID B & DOROTHY KRANZ 5010046021 1s155E N MILLER 155010046020 901 BROADWAY W 113 ELM ST LL ]43 BROADWAY W CHUAN LIN JOSEFINATMEDINA-CCAHUANCAMA 739 W BROADWAY ST STEWART W &REBECCA SAHLBERG 1535 OAK RIDGE CIR 813 W BROADWAY ST ]3] BROADWAY W i 155010045020 / I JUSTIN827 W BROADWAY STUR < 30 C-30 30 \ c�0 0 - \\ u 4✓•�•�� t=�..2� -----------__ c -r--c -T c I - v PROTECT EXISTING LIGHT IN PLACE REMOVE MEDIAN PA�IN NEAREST JOINT, PROTECT MEDIAN CUACE, TYPICAL 39+00 m - 40+00 ,. 3L '�-'"---- =41 42+00 _43+00 44+00 46+00 _ 46+00 • t • i L-^---•-- - THEREBY CERTI EY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 0 25 50 PR FE f 1 ER 1 T! ST EsoTA. CITY ❑ F DRAWN SryT�IR 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Phone: r@bolt31-3956 , N�ont�Cella cxraeD Co,o3 SCALE FEET JUST REMOVAL PLAN 'i �e M E N K Email: Willmar@bolton-menk.com N ND uta rub iOn/ 9/2023 � www.bolton-menk.com E PRDIND BROADWAY STREET W (CSAH 75) o REMOVE AND DISPOSE OF ALL MULCH, BROADWAY STREET W (CSAH 75) SOILS, AND IRRIGATION S,VEGETATION,ANDIRRIGATION EQUIPMENT IN MEDIAN >--- D > crs^�:: a _ ----------------------------------_------------------------------------------------------------------------------------------------ (IN- - TO EXCAVATION) -- •-;.-7.t-•F:.- �'. •••�•� I /�;-:7 >l�'•,�- :�'-,T..� �..i.:y'„ •Clue ••r'•� L'�� L•i_ iV� ;r, Vii.: (JL 1. A_—_i�r'-.•i _. IL ._—._�—. 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IHEREBYORTIFVTHAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED Icx[D MONTICELLO MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECis PER 151 dANOTHAT, ADULYLICENSEO gpLTON 2040 HIGHWAY I2 EAST 1 SHEET 0 25 50 PR FE 1 1 ER 1 TI ST EsoTA. CITY ❑ F OxnwN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 f V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT no HORZ. �� Phone: (320)231-39516 . Mont�cella cxraEo eo.o6 SCALE FEET JUST /'� �e M E N K EmaiI:Willmar@bolton-menk.com REMOVAL PLAN ty� ru ion, 912023 WWw.bolton-men = EN PRD,, NO, WALNUT STREET �IIjW o IIS II'"I 1t U I LLJ � I III ^ II•. SALVAGE HYDRANT III I I II: }.• '� & GV sssoloosaou - - III � I III •I`I \ CITYOFMOILLOEDA I I --�505-WALNEESTUT ST STEL PROTECT UTILITY POLE IN PLACE PROTECT UTILITY SALVAGE& Q I" POLE IN PLACE REINSTALL MAILBOX III I jli Im (3 EA)— I II I I o I I II I I -x —x -x III I --I—I Y 30 30 30 30 „'/ —30 --T.-- 3 30 3 — ( ^�l// 0+00 A I—I� +00 RIVER STREET -`� ------------------ _ v > > NOTE: ^ PROTECT ALL TREES NOT MARKED AS BEING REMOVED I 2 9® 1 I--1 REMOVE SIGN � ° G �� • — I I � — (.. I I W 15501005 Ill I I I PATRICK MICHELLE 62 I 1 625 RIVER STW L I r ^ 155010051130° cc MDI LP #84_I Lu 1600 UNIVERSITY AVE W STE 212 1: — / — — I ¢ O N s i _woos__ I I II a °o - II � ) � I I��'1_� � F\ I •� I �N� it o z e ��I WOOD of o' ^ o — % + OL o U II e —e o m e� o ------- m LEGEND `IIID RECLAIM BITUMINOUS PAVEMENT —, REMOVE BITUMINOUS PAVEMENT L—�rJ �' ''"•`, REMOVE CONCRETE DRIVEWAY AND WALK —_---__ REMOVE CURB AND GUTTER SALVAGE RETAINING WALL — -0— REMOVE WATERMAIN REMOVE HYDRANT �'—'— REMOVE WATER SERVICE —>— REMOVE SANITARY SEWER — » — REMOVE STORM SEWER ® OD REMOVE STORM SEWER MH OR CB 0 REMOVE SANITARY MANHOLE —CL- REMOVE SIGN —X CLEAR &GRUB TREE RIVER STREET REMOVE SIDEWALK AND CONCRETE EDGE RESTRAINT BEAM CURB IN PLACE ALONG PLAYGROUND ISI 111 �' 1 p I I'` PROTECT PARK FEATURES III 11 � jl w IIS — I I e TO REMAIN, TYPICAL II 111 III I p : I •' � � � 111111 111 o �� ��'.��/• II REMOVE ALL EXISTING STAIRWAY o III�� N WPARK BENCHES, PICNIC TABLES, COMPONENTS INCLUDING DECORATIVE FENCING, SWINGS, AND FOOTINGS AND HANDRAILS II DIGGING PLAYGROUND EQUIPMENT III~ III •+ •�' w. Y ® I II TO BE OVED BY OWNER , II!= � I III /i/ )•� �� a II I II ©®��= II IIL<" II SEE SIGNAL PLAN SHEETS FOR SIGNAL REMOVALS -��---;<--_____ --a: i3 �E3 ^ \\O 3 3 _ 3 -- _ E — — — E ---_ E___E -- —__E__' -�Y==_.� W -------------- __— LL _ -- +00 —1-1-1 ----- So conn I�itgQI——I�fQ.�I--I�---I_8 I I�I I I I I I I I I I I - - I I RIVER STREET rW ---------------- ------------------ ----------------------------- c c c� ^ \'� ¢ -- -_..� SEE SIGNAL PLAN » -. _- E ......I `w 81 `I \�'• ' \ SHEETS FOR SIGNAL — _ I -- _..._..,....._.-.-...-.. - - _ll �.�:. - .,. I ! REMOVALS r I r—a ry I SALVAGE MUSICAL INSTRUMENT REMOVE BOULDER WALLS, SALVAGE STONES LARGER ^' { _ I I PLAYGROUND EQUIPMENT FOR THAN 24" DIAMETER FOR REUSE IN PROJECT, ' 3 REMOVETYPICAL. DELIVER COMPONENTS III AND HANDRALS ,i .>'. ' REUSE IN PROJECT SAVAGE CONCRETE MODULAR WALL B BLOCK FOR S FOOTINGS REUSE IN PROJECT, TYPICAL. NOTIFY ENGINEER IF 8 I BLOCK 52 PROJECT WORK AREA BY OTHERS I 4 — (SHOWN FOR COORDINATION PURPOSES/ REUSE IN NOT VIABLE III I� II 11 II!I �s IHERE110ERTIFVTHAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) - IR UN ER Y RECTSPERI51 dANO THATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 2 , 0 25 50 PR FE f 1 Ef 1 T! ST EsoTA. CITY ❑ F DRAWN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 �V L U G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT no HORZ. ,� Phone: (320)231-3956 -, N�ont�cella CHECKED e0,07 SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com REMOVAL PLAN �t ru i e�n9/2023 www.Bolton-menk.mm EN PRD,. ND. RIVER STREET EARTHWORK SUMMARY EXCAVATION COMMON (P) CU YD STREET 12684 SIDEWALK 1480 LANDSCAPE MEDAINS 1480 THEREBY CERTI EY THAT THISPIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) P ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE f 1 ER 1 T! ST ESOTA. CITY ❑ F pgAWN SryT�I(R 7 °p�y� WILLhone MINNESOTA 56201 �V L U G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT �I Phone: (320) 231-3956 , N�ant�cella CHECKED C 1.0 .1No ate ru i Qn/ 9/2023 �c M E N K Email: Willmar@bolton-menk.com EN Pgo No. www.bolton-menk.com TABULATIONS DRAINAGE TABULATION STRUCTURE NO. STRUCTURE LOCATION STORM PIPE STORM STRUCTURE LINE NO. FLOWS FROM FLOWS TO ALIGNMENT STATION OFFSET 6" PVC LIN. FT. 8" PVC LIN. FT. 12" RCP LIN. FT. 15" RCP LIN. FT. 24" RCP LIN. FT. SPEC.1 (R-1) LIN. FT. DESIGN 402048 402072 LIN. FT. LIN. FT. SPEC.2 EACH INSTALL CATCH BASIN EACH 4" CONC. HEADWALL EACH 1 C131B MH26 RIVER STREET 0+33.11 44.30 RT 15 3.2 2 CB1A MH26 RIVER STREET 0+57.70 18.67 RT 31 3.3 3 MH 26 EX PIPE RIVER STREET 0+29.24 30.26 RT 4 4 C83 MH2 RIVER STREET 5+03.48 0.00 90 5.4 5 CB4A CB3 RIVER STREET 6+25.71 0.08 LT 122 4 6 C134 CB4A RIVER STREET 6+69.63 0.02 LT 44 4.3 7 CBS CB4 RIVER STREET 7+72.75 0.04 RT 103 5.1 8 CB2A (EX) MH 47 RIVER STREET 4+11.62 25.8 RT 16 5.8 9 C132B MH2 RIVER STREET 3+95.53 15.16 LT 24 3.9 10 C132C MH2 RIVER STREET 4+53.37 26.29 LT 48 4 11 MH 2 EX PIPE RIVER STREET 4+13.44 0.00 16.2 12 PROP. BL. 52 STM PIPE (EX) MH 47 RIVER STREET 100 13 CB7 CB6 WALNUT STREET 1+23.31 98.95 LT 49 1 14 CB7A CB6 WALNUT STREET 75 1 15 C136 (EX)CB54 WALNUT STREET 1+70.50 113.33 LT 100 4 16 CB 22 (EX) CB 109 BROADWAY STREET 64+01.59 39.22 RT 53 5.6 17 CB 26 MH 25 BROADWAY STREET 65+41.10 31.26 RT 13 4 18 CB 24 MH 25 BROADWAY STREET 65+43.63 42.77 LT 62 4 19 MH 25 EX PIPE BROADWAY STREET 65+43.33 18.34 RT 5.6 20 CB 23 CB 24 BROADWAY STREET 64+01.24 35.17 LT 141 3.8 21 (EX) CB 197 (EX) CB 198 BROADWAY STREET 76 1 22 CB 28 (EX) MH 140 BROADWAY STREET 71+94.47 28.27 LT 64 4.2 23 CB 29 (EX) MH 140 BROADWAY STREET 72+57.46 46.23 LT 22 3.7 24 CB 27 (EX) MH 139 BROADWAY STREET 71+96.23 46.50 RT 60 3.1 25 CB 149 Future CB BROADWAY STREET (BLOCK 52 SIDEYARD) 70+19.77 117.50 LT 18 1 26 CB 10 APRON RIVER STREET (WEST BRIDGE PARK) 1 1 27 EX STM PIPE CB 24 BROADWAY STREET 65+22 54' LT 26 28 EX STM PIPE CB 23 BROADWAY STREET 64+34 48' LT 34 TOTAL 60 142 994 90 100 67.4 13.6 16.2 4 1 1 EARTHWORK SUMMARY EXCAVATION COMMON (P) CU YD STREET 12684 SIDEWALK 1480 LANDSCAPE MEDAINS 1480 THEREBY CERTI EY THAT THISPIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) P ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE f 1 ER 1 T! ST ESOTA. CITY ❑ F pgAWN SryT�I(R 7 °p�y� WILLhone MINNESOTA 56201 �V L U G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT �I Phone: (320) 231-3956 , N�ant�cella CHECKED C 1.0 .1No ate ru i Qn/ 9/2023 �c M E N K Email: Willmar@bolton-menk.com EN Pgo No. www.bolton-menk.com TABULATIONS 3 z VARIES 8' SHOULDER TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 0+00 TO 17+50 THROUGH THROUGH VARIES 8' SHOULDER 2'GRAVEL- SHOULDER VARIES VARIABLE SLOPE (SEE X-SEC'SS;,� 6" TOPSOIL SEE DITCH EMBANKMENT DETAIL 3 o: VARIABLESLOPE-_ VA RIE: (SEE X -SEC'S) 6" CONIC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL PAVED 6, - H-1 FI 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 22+85 TO 24+50 51.5' 11' 13' 9' 13' RIGHT THROUGH THROUGH 2.5%2.5�- 2'GRAVEL SHOULDER VARIES 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 48.5' CONC. PAVEMENT (A)- �-B612 CONC. CURB (SILL) (TYP.) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED PR FE OR UNE! YdRECT SIJP T' IS( lad AN05TA�Aj�Nypfd SOTAO JUST'u" ns ru IOn/9/2023Jy Ltru�U�,iOn/99/2023 VARIABLE SLOPE �(SEEX-SEC'S) 10' SHOULDER 2.5% 2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 24+50 TO 29+90 51.5' 4' 11' 13' SHOULDER THROUGH TWO WAY LEFT VARIABLESLOPE-- VARIES (SEE X -SEC'S) 6"CONC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL 12 BOLTON Wi2040 LPhoneI M3N0)E250T3156201 & M E N K Email: W .bolton-mnar@boItonk.com com www.bolton-menk.com VARIABLE SLOPE (SEE X -SEC'S) VARIES (7' TYP) 4' 48.5' VARIES - 11' V TO 13' THROUGH SHOULDEF RIGHTTUR L2 TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 30+88 TO 39+30 49' 2' GRAVEL SHOULDER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 3 51' 2' PAVED 11' SHOULDER VARIES SHOULDER THROUGH TWO WAY LEFT THROUGH 2.5% 2.5� 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 65+25 TO 66+25 GL -2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 50' 50' 0.67' 9' 12' 12' 13' 11' 9' SIDEWALK 11' PARKING THROUGH LEFT VA IES THROUGH THROUGH PARKING I VARIES VARIES VARIES SEE STREETSCAPE PLANS B612 CONC. CURB (SILL) FOR MEDIAN AREAS (TYP) 1' SUBSURFACE DO NOT PLACE AGG. 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN BASE WITHIN PLANTING AREAS BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 6" AGGREGATE BASE, CL 5 (2211) 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) MONTICELLO MINNESOTA SP 8605-59 (TH 251 CITY OF N�ontlG�lla D"E KED -14 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT J CLIENT PROING, DETAILS VARIABLE SLOPE (SEEX-SEC'S) VARIABLE SLOPE I ,.(SEE X -SEC'S) 3 s 0.67' SIDEWALK 11' CONC. CURB (SILL) SHEET C1.02 SHOULDER SHOULDER \\LE 2.5/ 2.5� VARIES VARIES VARIABLE SLOPE�� VARIES VARIABLE SLOPE (SEE X-SEC'S)i' VARIABLE SLOPE (SEE X -SEC'S) (SEE X -SEC'S) i 6" TOPSOIL 6" TOPSOIL 6" CONIC SEE DITCH 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) SEE DITCH SIDEWALK (2521) EMBANKMENT EMBANKMENT 6" AGGREGATE DETAIL BITUMINOUS TACK COAT (2357) DETAIL BASE, CL 5 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) NOTES: 6" TOPSOIL BITUMINOUS TACK COAT (2357) 1. ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT RECLAIM MATERIAL 2. PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY VARY FROM THOSE SHOWN ON THE TYPICAL SECTION TYPICAL SECTION 3. GRADE ALL TOPSOIL MATERIAL TO1"DEPTH BELOW BROADWAY STREET W (CSAH 75) CONCRETE SURFACES PRIOR TO PLACING SOD FROM STATION 17+50 TO 22+85 4. ELEVATIONS SHOWN ARE RELATIVE TO C/L AND DO NOT 3 2. 3 z PAVED VARIES VARIES z RELATE TO ACTUAL CONSTRUCTION GRADES SHOUDLER 11' 13' 11' 8' VARIES I THROUGH T TWO WAY LEFT T THROUGH J SHOULDER 1 2'GRAVEL- SHOULDER VARIES VARIABLE SLOPE (SEE X-SEC'SS;,� 6" TOPSOIL SEE DITCH EMBANKMENT DETAIL 3 o: VARIABLESLOPE-_ VA RIE: (SEE X -SEC'S) 6" CONIC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL PAVED 6, - H-1 FI 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 22+85 TO 24+50 51.5' 11' 13' 9' 13' RIGHT THROUGH THROUGH 2.5%2.5�- 2'GRAVEL SHOULDER VARIES 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 48.5' CONC. PAVEMENT (A)- �-B612 CONC. CURB (SILL) (TYP.) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED PR FE OR UNE! YdRECT SIJP T' IS( lad AN05TA�Aj�Nypfd SOTAO JUST'u" ns ru IOn/9/2023Jy Ltru�U�,iOn/99/2023 VARIABLE SLOPE �(SEEX-SEC'S) 10' SHOULDER 2.5% 2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 24+50 TO 29+90 51.5' 4' 11' 13' SHOULDER THROUGH TWO WAY LEFT VARIABLESLOPE-- VARIES (SEE X -SEC'S) 6"CONC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 6" TOPSOIL 12 BOLTON Wi2040 LPhoneI M3N0)E250T3156201 & M E N K Email: W .bolton-mnar@boItonk.com com www.bolton-menk.com VARIABLE SLOPE (SEE X -SEC'S) VARIES (7' TYP) 4' 48.5' VARIES - 11' V TO 13' THROUGH SHOULDEF RIGHTTUR L2 TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 30+88 TO 39+30 49' 2' GRAVEL SHOULDER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 3 51' 2' PAVED 11' SHOULDER VARIES SHOULDER THROUGH TWO WAY LEFT THROUGH 2.5% 2.5� 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) SHAPE AND COMPACT EXISTING RECLAIM MATERIAL TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 65+25 TO 66+25 GL -2' GRAVEL SHOUDLER 6" TOPSOIL - SEE DITCH EMBANKMENT DETAIL 50' 50' 0.67' 9' 12' 12' 13' 11' 9' SIDEWALK 11' PARKING THROUGH LEFT VA IES THROUGH THROUGH PARKING I VARIES VARIES VARIES SEE STREETSCAPE PLANS B612 CONC. CURB (SILL) FOR MEDIAN AREAS (TYP) 1' SUBSURFACE DO NOT PLACE AGG. 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN BASE WITHIN PLANTING AREAS BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 6" AGGREGATE BASE, CL 5 (2211) 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) MONTICELLO MINNESOTA SP 8605-59 (TH 251 CITY OF N�ontlG�lla D"E KED -14 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT J CLIENT PROING, DETAILS VARIABLE SLOPE (SEEX-SEC'S) VARIABLE SLOPE I ,.(SEE X -SEC'S) 3 s 0.67' SIDEWALK 11' CONC. CURB (SILL) SHEET C1.02 TYPICAL SECTION TYPICAL SECTION BROADWAY STREET W (CSAH 75) FROM STATION 67+50 TO 68+25 WALNUT STREET 3 F FROM STATION 4+61 TO 7+00 50' 50' rL 0.67' 0.67' 39' 41' SIDEWALK 11' 9 13 13' 11' 11' 9' 06 14.5' 12.25' 3' 17' PARKING THROUGH VA IES LEFT THROUGH THROUGH PARKING SIDEWALK 11' 1' THROUGH THROUGH DIAGONAL PARKING B618 CONC. CURB PROPOSED SIDEWALK 8' CONCRETE VALLEY VARIES ARIES77� .1 VARIES VARIES (TYP.) CENTERLINE GUTTER ADE o s VARIAX-SEC PE�� T _ _ (SEE X -SEC'S) O B624 CONIC. CURB (SILL) SEE STREETSCAPE PLANS T VARIABLE SLOPE 1' FOR MEDIAN AREAS SUBSURFACE o �� (SEE X -SEC'S) (TYP.) DRAIN TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN 6" TOPSOIL 1 11/2" TYPE SP 9.5 WEARING COURSE (SPWEA240B) (2360) DRAIN RFACE DES. D MODIFIED DO NOT PLACE AGG. BITUMINOUS TACK COAT (2357) B612 CONIC. CURB (SILL) SUBSURFACE DRAIN BITUMINOUS TACK COAT (2357) CONIC. CURB (SILL) 6" TOPSOIL BASE WITHIN PLANTING (TMP') (TYP.) AREAS 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) 3" TYPE SP12.5 NON -WEARING COURSE (SPNWB230B) (2360) BITUMINOUS TACK COAT (2357) 6" AGGREGATE BASE, CL 5 (2211) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 6" AGGREGATE BASE, CL 5 (2211) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) TYPICAL SECTION TYPICAL SECTION RIVER STREET BROADWAY STREET W (CSAH 75) FROM STATION 0+58 TO 3+64 FROM STATION 69+50 TO 72+00 fL GL 40' 40' 50' 50' 0.67'0.67' 0.67' 19' 19' 0.67' VARIES 2. 8618 SIDEWALK 6' SIDEWALK 10.5'-15' PARKING THROUGH 13' 11' 11' 9' 8618 CONIC LEFT THROUGH THROUGH PARKING SIDEWALK 10' CONIC PROPOSED CURB (SILL) CURB CENTERLINE GUTTER OUT 1.50 GRADE —VARIABLE SLOPE 3.00 3.00% (SEE X -SE S) VARIES ARIES V� VARIES 5% —� f— o } 6:I CONIC •s: VARIABLE SLOPE \`� o 1' SIDEWALK (2 21) o o (SEE X -SEC'S) 11/2" TYPE SP 9.5 WEARING COURSE (SPWEA240B) (2360) 6" AGGREGATE BASE, CL 5 SEE STREETSCAPE PLANS SUBSURFACE 6" TOPSOIL MIN 1' FOR MEDIAN AREAS NOTES: BITUMINOUS TACK COAT (2357) DRAIN SUBSURFACE B624 CONIC. CURB (SILL) 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) DRAIN 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB230B) (2360) (TYP.) BITUMINOUS TACK COAT (2357) B612 CONIC. CURB (SILL) 1. ANY VARIATIONS FROM THE TYPICAL SECTION (TMP.) DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS 6" AGGREGATE BASE, CL 5 (2211) DO NOT PLACE AGG. 2" TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) 12" SELECT GRANULAR BORROW (6" BEHIND CURB) BASE WITHIN PLANTING 2. PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY AREAS BITUMINOUS TACK COAT (2357) VARY FROM THOSE SHOWN ON THE TYPICAL SECTION GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 3. GRADE ALLTOPSOIL MATERIALTO 1" DEPTH BELOW 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 6" AGGREGATE BASE, CL 5 (2211) CONCRETE SURFACES PRIOR TO PLACING SOD 18" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 4. ELEVATIONS SHOWN ARE RELATIVE TO CA AND DO NOT TYPICAL SECTION 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) RELATE TO ACTUAL CONSTRUCTION GRADES RIVER STREET 3 FROM STATION 4+93 TO 6+35 3 a TYPICAL SECTIONLL GL LD WALNUT STREET L7 37.5' 42.5 s FROM STATION 0+40 TO 3+81 0 17' Do fL m DIAGONAL PARKING THROUGH THROUGH PARKING 8' 28' 50' SIDEWALK 6' PROPOSED 17' CENTERLINE 8" CONC GRADE TRANSITION DIAGONAL PARKING THROUGH THROUGH PARKING VARIES 1.50% VARIES PROPOSED 1.50% 2 00% 2� 00% Vim. ARIES CENTERLINE GRADE VARIES SUBSURFACE VARIES 6" CONC — — Q 2.00% DRAIN VARIES SIDEWALK (2521 o 6" AGGREGATE BASE, CLS 6. CONIC 11/2" TYPE SP9.5 WEARING COURSE (SPWEA240B) (2360) SIDEWALK (2521) SUBSURFACE 1� 6" AGGREGATE BASE, CL 5 DRAIN 12" SELECT GRANULAR BORROW o — — BITUMINOUS TACK COAT (2357) 12" SUBGRADE PREPARATION (INCIDENTAL) STREETSCAPE AREA (SEE B618 CONC. CURB (SILL) 3" TYPE SP12.5 NON -WEARING COURSE (SPNWB230B) (2360) 6" CONC 8" CONCRETE PAVEMENT 6" CONC 6" AGGREGATE BASE, CL 5 STREETSCAPE PLANS) TYP SIDEWALK (2521) SIDEWALK (2521) ( ) 6" AGGREGATE BASE, CL 5 (2211) 6" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW 6" AGGREGATE BASE, CL 5 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SELECT GRANULAR BORROW 12" SELECT GRANULAR BORROW (6" BEHIND CURB) 12" SUBGRADE PREPARATION (INCIDENTAL) GEOTEXTILE FABRIC V GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (INCIDENTAL) STREETSCAPE AREA (SEE 12" SUBGRADE PREPARATION (INCIDENTAL) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 3 STREETSCAPE P IHEREBYCERTIEYTHATTHIS PIAN,SPECIFICATION, ORREPORT WAS PREPARED Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) ;� BY OR UN ER IY RECi5 PER 151 dANO THATI ADULY LICENSED BOLTON 2040 H MINNESOTA I2 EAST SHEET PR FE 1 Ef 1 T! ST ESOTA. CITY O F pgAWN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c a Phone: (320) 231-3956 N�ant�cella cxEpgEp DETAILS C1.03 JUST �c M E N K Email: Willmar@bolton-menk.com an ru iOn/ 9/2023 w .bolton-menk.Dom IENTPFW, NO, TYPICAL SECTIONS 3 FROM STATION 6+35 TO 7+84 z �L ac 37.5' 42.5 8' 11' 11' 8' PARKING THROUGH THROUGH PARKING 8' SIDEWALK 6' PROPOSED 8" CONC CENTERLINE TRANSITION GRADE 1.50 % 1.50% 2.00% 2.00% VARIES 6" CONC SIDEWALK (2521; 6" AGGREGATE BASE, CL! SUBSURFACE DRAI 8618 CONC. CURB (SIL (TYP.) EX. DITCH ELEV. TOPSOIL BORROW MEDIAN NOT TO SCALE VARIES 1.5' MAINTENANCE _\ STRIP 2-6% PREFFERED 10% MAX — 4% SEE STREETSCAPE SHEETS FOR MEDIAN DETAILS 1 1/2" TYPE SP 9.5 WEARING COURSE (SPWEA240B) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE SP 12.5 NON -WEARING COURSE (SPNWB230B) (2360) 6" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW (6" BEHIND CURB) GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) VARIES 2' 6" CONIC SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 L2" SELECT GRANULAR BORROW 12" SUBGRADE PREPARATION (INCIDENTAL) FULL DEPTH RECLAMATION PAVEMENT SECTION 4" SHOULDERING MATERIAL CLASS 2 AGGREGATE MODIFIED NOTE: IN LOCATIONS AS DIRECTED BY ENGINEER SP 9.5 WEARING COURSE (SPWEA440C) (2360) NOUS TACK COAT (2357) 9.5 WEARING COURSE (SPWEA440C) (2360) NOUS TACK COAT (2357) 12.5 NON -WEARING COURSE (SPNWB430B) (2360) AND COMPACT RECLAIMED BITUMINOUS PAVEMENT OR EXISTING AGGREGATE BASE BITUMINOUS PAVEMENT NOT TO SCALE "TYPE 9.5 WEARING COURSE (SPWEA240B) (2360) UMINOUS TACK COAT (2357) FYPE 12.5 NON -WEARING COURSE (SPNWB230B) (2360) %GGREGATE BASE, CL 5 (2211) SELECT GRANULAR BORROW DTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) ...,3GRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PAVEMENT (C) NOT TO SCALE !" TYPE 9.5 WEARING COURSE (SPWEA440C) (2360) IITUMINOUS TACK COAT (2357) !" TYPE 9.5 WEARING COURSE (SPWEA440C) (2360) IITUMINOUS TACK COAT (2357) I" TYPE 12.5 NON -WEARING COURSE (SPNWB430B) (2360) ' AGGREGATE BASE, CL 5 (2211) .8" SELECT GRANULAR BORROW 3EOTEXTILE FABRC TYPE V (AS DIRECTED BY ENGINEER) UBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PAVEMENT (B NOT TO SCALE 1.5" TYPE 9.5 WEARING COURSE (SPWEA240B) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE 12.5 NON -WEARING COURSE (SPNWB230B) (2360) SHAPE AND COMPACT EXISTING AGGREGATE BASE BITUMINOUS PAVEMENT NOT TO SCALE DITCH EMBANKMENT DETAIL NOT TO SCALE i B612 CONIC. CURB (SILL) GUTTER OUT (TYP.) 1.5' MAINTENANCE STRIP PLOWABLE NOSE SEE STD PLATE NO. 7113A. PAID AS 6" CONCRETE WALK 1.4 MEDIAN—N. ti' .N 1:10 CURB FULL 0" 0" 4" CURB CURB HEIGHT HEIGHT PEDESTRIAN REFUGE & MEDIAN NOSE SECTION SECTION NOT TO SCALE 3" TYPE 9.5 WEARING COURSE (SPWEA240B) (2360) 8" AGGREGATE BASE, CL 5 (2211) BITUMINOUS PATCH SPECIAL �6 CONCRETE DRIVEWAY PAVEMENT (2531) 6" AGGREGATE BASE, CL 5 (2211) SUBGRADE PREPARATION (2112) 6" CONCRETE DRIVEWAY PAVEMENT NOT TO SCALE lt��2 TYPE SP 9.5 WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 9.5 NON -WEARING COURSE (SPWEA440C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE 12.5 NON -WEARING COURSE (SPNWB430B) (2360) 14" AGGREGATE BASE, CL 5 (2211) GEOTEXTILE FABRIC TYPE V (AS DIRECTED BY ENGINEER) SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS PAVEMENT (E) NOT TO SCALE NOTE: CONCRETE WALK SECTION TO BE APPLIED TO 6" CONCRETE WALK SPECIAL TYPE 1 AND TYPE 2 �6 CONCRETE SIDEWALK (2521) 6" AGGREGATE BASE, CL 5 (22 11) 12" SELECT GRANULAR BORROW SUBGRADE PREPARATION (2112) 6" CONCRETE WALK NOT TO SCALE NOTE: PAVEMENT SECTION TO BE APPLIED TO 8" COLORED CONCRETE CROSSWALK (RED) AND 8" COLORED CONCRETE WARNING BAND (RED) �8" CONCRETE PAVEMENT (2301) 6" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW —SUBGRADE PREPARATION (2112) CONCRETE PAVEMENT 8" NOT TO SCALE THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, ORREPORTWASPREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE 1 1 Ef 1 TI ST ESOTA. CITY O F pgAWN SryT�I(R 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �P1�l�dg5�+ y� /'� �� Phone: (320) 231-3956 ,'i ontl�ella cxEaEp DETAILS C 1.04 - Nuryp Vd5�531 1 � p � 1.6t/19/2023 & M E N K Email: W .Ibol@n-rnen-menk.com IENTPROJ, NO, www.bolton-menk.com TYPICAL SECTIONS FACE OF CURB i 12" f 12" 3/4" / FT. 3:1 in 0 L 2' CONCRETE CURB & GUTTER DESIGN °DI! MODIFIED NOT TO SCALE 3" R 6" 0.5" R SLOPE 0.75" 6" OR 8" CONCRETE DRIVEWAY PAVEMENT PER FOOT q„ 244 BARS 6" 3' R 6" 0.5' R 2'X2' REBAR GRID USING #4 REBAR CONTINUOUS 0.5" R 13.5 SLOPE 0.75" 8618 CONCRETE 6618 CONCRETE P PER FOOT 3' CURB CURB &GUTTER a 4„ CURB &GUTTER TAPER (TYP.) MATCH ROAD SECTION-- a 0.5" R 13.5, 18" 18" 7" GUTTER GUTTER 1' (TYP.) •8„ WIDTH WIDTH SECTION A 7 t $ VARIES 14 4' TAPER (TYP.) SLOPE B" 1/2" EXPANSION 11„ JOINT MATERIAL '.% > CONCRETE CURB &GUTTER CONCRETE VALLEY GUTTER � MATCH DRIVEWAY OPENING DESIGN B424 NOT TO SCALE (SEE PLANS) MATCH EXISTING DRIVEWAY NOT TO SCALE CONCRETE CURB & GUTTER DESIGN B412 DRIVEWAY APRON DETAIL FOR 8618 CURB & GUTTER NOT TO SCALE NOT TO SCALE SLOPE 0.75" 3" R 6" 0.5" R PER FOOT SLOPE 0.75" 3" R 6" 0.5" R 0.5" R 6 135" PER FOOT 6" PSLOPE ER FOOTS" a .. 0.5,. R 13.5" 1 6 0.5" R 7" ?� t�s•R Z4 B 8 �(„/ z o 18” 1 8' MODIFIED DESIGN "D" 12° RRIe c�qR. D�Eq CONCRETE CURB & GUTTER CONCRETE CURB &GUTTER DESIGN B624 NOTTOSCALE DESIGN B618 CONCRETE CURB & GUTTER NOT TO SCALE DESIGN B612 vDDRR. �,q a w1pp1itin (Mq',NIL sEE ,awq � `o NOT TO SCALE PLAN 3" R 6,t 0.5 R 3" R 6„ 0.5 R 3.. R 6,t 0.5 R MATCH PAVEMENT MATCH PAVEMENT 6" MATCH PAVEMENT - SLOPE SLOPE SLOPE° r 6„ 5" 0.5" R 13.5° 6" 135„ 0.5" R � 13' a' 0.5" R ■Y� .�y-P. eeteJ 7" �,t aB,. xoh B„ 8„ Tlu� 3 Standard Plate Library Concrete Curb & Gutter CONCRETE CURB & GUTTER City of Monticello o�« atCatch PBasin CONCRETE CURB &GUTTER CONCRETE CURB &GUTTER 52 DESIGN 8624, GUTTER OUT DESIGN B618, GUTTER OUT DESIGN B612, GUTTER OUT R0.03-05 5004 - NOT TO SCALE NOT TO SCALE - NOT TO SCALE 03-15 i� 33 IHEREBYCERTIEYTYQJR SPIAN,SPECIFICATION, ORgEPORTWASPREPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECi5 PER 151 dANO THATI ADULY LICENSED gp LTO N 2040 HIGHWAY ITA ; SHEET PR FE ! 1 Ef 1 T! ST ELDTA. CITY ❑ F DRAWN SryT�IR 7°p�y� WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ca Phone: r@b 231 -men , N�ont� do cxEDRED DETAILS C1. 5 JUST & M E N K Email: Willmar@bolton-menk.com x ru i On/ 9/2023 www.bolton-menk.mm EN PRD, No. STREET & SIGN STAIR -STEPPING AS SHOWN IS APPROXIMATE ONLY. BUILD WALL TO MATCH EXISTING .• . PROPOSED GRADES. 100, •' • APPROXIMATE BLOCKSFINISHED GRADE 8" COMPACT .yew . �����i�i�i�i�►i����� . � Bill RE­cnDrmr�ill op ��Ri li�ei:'C1ij�1i'C1i'CIN �iji�l�i�iii --� • STANDARD BLOCKS ELEVATION I, III I:IIj SINGLE MAILBOX SUPPORT POST ANCHORAGE DEVICE DOUBLE MAILBOX SUPPORT LV use . B 1 µ PEC o� Ra D ,Nc CLUSTER iIDI6:�wna6oxEsRnei%% MAILBOX w ONE: AREA SUPPORT MAILBOX HEIGHT & OFFSET TABLE L MDREss xulmERs PERHAa e losxr I aAssLT ---- aRe s ouTTrR xaml Ob �E LIOD T' - A6 I6 NODES, ®FOP OF CURB TO RUDDIR OF MUSOX "Or N UCR USnBLE SH... =22� EDGE LOCATION OF MAILBOX POST APPROVED PROPRIETARY MAILBOX SUPPORTS Mailbox Detail Standard Plate Library E1listing-Residential City of Monticello DOtO: 03-07 %0t° No. R6W.60: 5015 03-15 8" CAP BLOCK Street Sign ................... o TRAFFIC SIGN SPECIFICATIONS MODULAR RETAINING EXCAVATION LIMITS TRAFFIC SIGN SPECIFICATIONS WALL BLOCK AS ....... / AS STEEP AS POSSIBLE —R - DO AL: DO SPECIFIED / 1'11 : 2'V TYP 3 /FT, ALUMINUM SHALL BE 5052-1136 OR 6061-T6 ALLOY. Q A UMINUM SHALL BE: 5°52-1136 OR 6061-T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE .... ..................../ GAUGE SHALL BE .OBP roE LONGEST SIDE UP TO 30" . j REINFORCING GEOGRID rim ON THE LONGEST SIDE o .1 00 30 HE LONGEST SIDE NOTE: / (TO BE ROLLED OUT SIGNS SHALL BE NOTCHED3MR USE WM E-0.5° BRICRETS BLOCK COLOR IS PERPENDICULAR TO THE 2-3/B O.D. 9' S REE NAME SIGNS SHALL HAVE 6' UPPER CASE 3#/Fr.REFLECTING SHEETING SHALL BE DIAMOND GRADE. NATURAL GRAY WALL FACE AND PULLED TAUT E FAS WHITE ON GREEN HIGH INTENSNY GRACE SHEERNGALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, WITH WHITE SERIES E BORDER SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR PRIOR/ TO FILL PLACEMENT) o ALL SIGNS SHALL CONFORM TO SECTIONS 2SR4AND 3352, ^ HIGHWAY CONSTRUCTION. SIGNS AND MARKERS STANDARD SPECIFlCABONSONS EOR HIGHWAY CONSTRUCDON. / COMPACTED AGGREGATE BASE CHANNEL POST SPECIFICATIONS . . . . . . . / BOULEVARD ° GALVANIZED STEEL CHANNEL POSTS SHALL .............. CL S (2211) GRADE ° e � BE USED, 2.5 LB/Fi POSTS SHOULD BE Pi i USED THAT ARE PUNCHED ON 1" CC. —111 11 11 g GALVANIZED POSTS SHALL BE OF THE VIIII 111111 11115 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET a llf I "p SII TUBULAR POSTS SPECIFICABONS IN HEIGHT BETWEEN BOTTOM OF SIGN AND QZ . . . . . .� FINISHED GROUND. M.I _ Lr' / 4" PVC SII III a '°• 1111111 II TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC PERFORATED PIPE =111111 • �IIII q CONTROL SIGNS, SHALL VAR IN LENGTH, SHALL HAVE BOLTS, NUTS, AND WASHERS A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION IIIIIII o, m DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE MINIMUM AND BE GALVANIZED HARDWARE SHALL BE GRADE 5 SLOPE 1:6 TYP Y 1111 1 2-3/8" O.D., SHALL BE GALMNIZED ANO SHALL HAVE cowcRE E cRo.1111111IA WEIGHT OF 2L8./Fr. OR CADMIUM PLATED. tO y 4'-6" GRID NOTE: u Ip r EMBANKMENT LENGTH , WALL TO BE DESIGNED BY OTHERS NRE TO BE MN1 """ WAR BEFORE unax E E Eo D«,R., SECTION i MOLD —E STUNS ARE MOT IN6rA0ID Nurt�Moxs Ani ro � INsnuEo51R�` �nlarlPlaetl,ibrary TlTypical Traffic Sign Standard Plate Library r�Typical Traffic Sign Installation Installation LAST REVISION: lcell0 Dob: 03-05 ° "°• City of Monticello woe: 03-05 �• "0• ® BOLTON MODULAR BLOCK RETAINING WALL o4-zozl ReNead03-15 5017 Ravised:03-17 5016 & MENK � NOT TO SCALE PLATE NO. S 7-301 11EREBYCERTIFV THATTH15PIAN,SPECIFICATION,ORREPORTWA1PREPARED I6x[G MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUT ER Y RECi5 PEg AND THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE T EP J ST EGOTA. CITY ❑ F DRAWN �s , WILLlVIAR,one MINNESOTA 56201 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �PI�l�dg5�+ y /'� �� Phone: r@b 231-3956 ,'i ontl�ella cxEExEG DETAILS C 1.06 - NcIND Vd5�531 1 uD i1.6t/19/2023 �3e M E N K Email: Willmar@bolton-menk.com IENrPROI. rvo. (� % V .bolton-meonk.com STREET &SIGN COMPACTED BACKFILL AS SPECIFIED / PIPE MATERIAL AS SPECIFIED\ /r �% GRANULAR BEDDING 12"(MIN) �� �� AND ENCASEMENT 1 MATERIAL AS ?� SPECIFIEDOD 6'• OD + 24" LAST REVISION: ®BOLTON NON -RIGID SANITARY SEWER 04-2021 & MENK TRENCH PLATE NO. NOT TO SCALE 5-200 EXISTING SANITARY SEWER SERVICE / y SEWER SERVICE REQUIREMENTS FERNCO -GRADES- MINIMUM -1.0% (1/8" PER FT) / OPTIMUM - 2.0%(1/4" PER FT) MAXIMUM - 12.5% BEND AS REQUIRED COMPACTED GRANULAR BEDDING pl --SANITARY & ENCASEMENT MATERIAL if+1 RISER AS SEWER SERVICE NEEDED, ON 45° BEND UNDISTURBED EXISTING SANITARY FERNCO TRENCH SEWER SERVICE 45° BEND 12 WALL 45° BEND FLOW WYE OR FLOW SADDLE 45° WYE OR SADDLE TOP VIEW GRAVITY SANITARY SEWER NOTE: 1. WYES, BENDS AND PIPE SIZES AS REQUIRED BY PLANS AND SPECS 2. WHERE NO EXISTING SEWER IS INPLACE, INSTALL PVC CAP AND MARK LOCATION WITH 4"X4"X6' TIMBER & 3/8" X 4' STEEL ROD BURY 6" BELOW FINISHED GRADE SANITARY SEWER SERVICE AND SERVICE RISER, RECONSTRUCTION NOT TO SCALE I HEREBY CERTNY THAT THIS PIAN, SPECIFICATION, OR fJT'U5TAR�E1ORTNWypAfSd SPROETPAARE D NEYfURECLpO P�uIN. .V �s ru iOn9/2023 STANDARD MANHOLE FOR SANRARY SEWER p uw"o�c s.rs sw� M: car .mx m R..°°n vs -.+F '°"`°""'@"''"°'� DRAINAGE CT ®""° °°E"" ° "''"6• g°"'�°"W. DESIGN 4007 TRI. Standard Sanitary Standard Plate Library Manhole City of Monticello D.E. PwL. No 03-05 "eNie :03-15 3001 M1s ,xc amawmRs °s°sc FRAME CASnNG AND GATE VALVE NOT ON CENIERUNE RSR. FRAME CASDNC ON CENIFIWNE TRI.: Adjustment of Standard A:darl Plate Library Frame and Cover ty of Monticello D",03 ReNee°`03-15 1003 i,��1 aur I TOP OF SEVER 5 17 OR MORE I °�uw acEt r, Standa�::L Typical Service Connection City DOLS a°E. N.. .1.03-05 3004 USE NEENAH R -1642—A FOR LOW PRonLE APPLICAow USE NEENAH R1755—G FOR WATERTIGHT APPDCATIONS M �� ,n • I� COVER FRAME i�:l.rlPl.5ill nteyityof Mon :30 LTO N 2040 HIGH OT EAST CITU' ❑ F �_HEWILLhoneINNESOTA6201�c MENK Phone: (320) 231 -men Monti aADIN. Email:040 HI r@bolton-menk.com www.bolton-menk.com J Standard Frame and Cover 03-05 1 ' 1002 jZ:Ci:ty.f late Library Typical Trench Compaction and Class B Bedding onticello Dd. M"' N.. 03—OS "°'"ia :03-15 1007 w� BITUMINOUS BASE COURSE ADJUSTMENT DETAIL W= ZM BITUMINOUS WEAR COURSE ADJUSTMENT DETAIL Standard Plate Library Metal Casting Ring Adjustment Detail City of Monticello D.t.:11,W N., 03-08 ReHse°'03-15 1004 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C1.0 DETAILS SANITARY SEWER CONNECT WIRES slmr-sn FEncE aciic'�¢m�irE ExcixEn i Too oF'CUR osr m NNac cuae s- RE INssu,i� �: WITH REMOVABLE 1W 'DME llL THE CP CURB STOP INRTNlAlION (ixc OEMIL) ._ °. CONNECTOR C1 om Pnm ure O H'AT ER' S' 2" DAM. SCH 40 PVC P..— CONN. PIPE (INCIDENTAL) —OF OR SR E s ro" " xsn n DRDE nxsnm cRo� Cunni DNE �uN I SPECIAL CASTING ` s�E BRED ASSEMBLY FOR POSITION CURB BOX AND PVC ,m AS—UI� I CURB BOXES IN PIPE SO BOTH ARE ACCESSIBLE dmUxO UN _ ',�Yp ORWND UNE F-� Piro HORN SEER CONCRETE AREAS INSIDE THE CASTING ASSEMBLY ° _ try e'x ¢0•xwSU—. a ' CONCRETE" t t/4 • SNNro1PE vav (� mio SEE EOOR rs REQUIREDFOR . IND B,ATX)NNCY RDD T- B. MIN CWER OwlEld r s' oEEP M ? p I — FOR OEfN (TO—)) 0 R"N/2NUN .1 11 OP t a £ /� •STEEL VILNE Ewl .1WTFOR NEfXII° NEG.wH: CURP. c00N I. 2" DAM. SCH 40 MECALUCwA�uN / PVC PIPE, 24" LONG NEDauo LOOP 2' OF EACH 1 DD 4 C°PP° wERUNN C°""" NB %z L _ _ (INCIDENTAL) 1 TRACER WIRE IN aRocr x z• t TRACER WIRE WITH PIPE o;P�u — A„P°N BHD, Dr RDD TD CURD DNre Y E PE BLUE JACKET TO SEE SPEC. ,co B a acnlxc WATER SERVICE CURB STOP BOX xrmrwr AS sPEDIDm (ts1 t 4•J vuvE " axRO i¢ FE RODS. BE RESRNxEo DSInO TRACER WIRE WITH RED JACKET TO GROUNDING ANODE NOTES: 1. SPECIAL CASTING ASSEMBLIES ARE REQUIRED ON CURB STOP BOXES THAT ARE WITHIN CONCRETE OR BITUMINOUS SURFACING. 2. TRACER WIRE ACCESS BOXES ARE NOT REQUIRED WHERE A SPECIAL CASTING ASSEMBLY IS INSTALLED. Two: rroe: Typical Water Standard Plate Librax T��� Hydrant A:�Iarl Plate Librax Watermain Offset xx TRACER WIRE AT CURB BOX, AZIard Plate Library Service y Installation y x.xx INSIDE CASTING ASSEMBLY SPECIAL ty ofMonticello Imo: 03-05 Plat No. City of Monticelli Dat« 03-05 Pk to "°• of Monticello D¢ta: 03-05 Plaw No, NOT TO SCALE RrAwd: 2006 ReN0ed:03-17 2001 ':03-17 2005 03-15 NOTES: 1. VALVE BOX SHALL BE CENTERED ON OPERATING NUTS, STRAIGHT, FREE FROM DEBRIS, AND ALL SECTIONS UNBROKEN 2. VALVES IN EASEMENTS SHALL HAVE CHANNEL POST WITNESS MARKERS WITH REFLECTIVE "GV" SIGN 3. DEEP VALVES SHALL HAVE NUT EXTENSIONS INSTALLED TO ELEVATION TO ACCOMMODATE STANDARD 10' KEY; BOTTOM NUT SHALL BE BOLTED TO VALVE NUT AND ONLY ONE SECTION 4. COMPACTION WITH MECHANICAL TAMPER AROUND VALVE BOX SHALL BE PLACED AND COMPACTED WITH 2' LIFTS TO ACHIEVE 95% COMPACTION 5. GATE VALVES LOCATED WITHIN THE CONCRETE SIDEWALK SHALL INCLUDE TYP GATE VALVE & BOX A METAL SEPARATOR BETWEEN THE VALVE BOX AND THE CONCRETE ADAPTORS, INC. VALVE BOX SETTING TO GATE VALVE ADAPTOR BE 1/2 " BELOW BASE OR EQUAL OR WEAR COURSE AND �1) GATE VALVE ADAPTOR: AT GRADE IN TURF 1/4" STEEL WITH UNDERGROUND COATING VALVE BOX TO BE SET TO HAVE 6" ADJUSTMENT UP AND DOWN FROM 2) NEOPRENE GASKET INSTALLED FINISH GRADE z BETWEEN THE GATE VALVE AND 3: TYPICAL GATE VALVE ADAPTOR TO VALVE BOX & = z CONCRETE GATE VALVE ABSORB ANY PRESSURE OR COVER A5 SPECIFIED BLOCK MOVEMENT CAUSED BY ROAD ¢ Ja TRAFFIC BOTTOM SECTION s zz BON NETT SHALL BE PLACED 00 HALFWAY BETWEEN TOP OF FLANGE AND BOLTS REQUIRED GATE VALVE ADAPTER WATERMAIN— GATE ATERMAIN —GATE VALVE CONCRETE BLOCK 2 LAST REVISION: LAST REVISION: uX ® BOLTON GATE VALVE ADAPTOR o4-zozl ® BOLTON o4-zozl �� & MENK NOT TO SCALE PLATE NO. &MENK GATE VALVE BOX INSTALLATION (o NOT TO SCALE PLATE NO. 10 6-400 1 1 6-402 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REEpppPpppORT WAS PREPARED PR FE ORUf SER YJfURSE�C.TT' IS( IadAN05Tr� Aj�N1yW SUTR.SE D O LTO N LIST I O /19/2023/ ru�u r. � On/ I �c MENK 4' COMPACTED BACKFILL T\ AS SPECIFIED 4" POLYSTYRENE \1 PIPE MATERIAL MIN 35 PSI COMPRESSIVE AS SPECIFIED v y� STREN6" (MIN) GRANULAR BEDDING & ENCASEMENT MATERIAL � AS SPECIFIED INCIDENTAL \ OD+24" MAX LAST REVISION: ®BOLTON WATERMAIN INSULATION 04.2021 & MENK NOT TO SCALE PLATE NO. 6-202 2040 HIGHWAY 12 EAST CITY ❑ F slcNeO WILLMAR, MINNESOTA 56201 AW" Phone: (320)231-3956 /�i DNEae° On�7 Email: Willmar@bolton-menk.com it 1 w .bolton-menk.Dom J OUD. PBD', ND, COMPACTED BACKFILL AS SPECIFIED PIPE MATERIAL AS SPECIFIED t z 12" MIN GRANULAR BEDDING &� ENCASEMENT MATERIAL y� OD AS SPECIFIED 6" LAST REVISION: ®BOLTON PVC WATERMAIN TRENCH 04-2021 & MENK NOT TO SCALE -P1—TE--0---`I 6-200 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C1.0 DETAILS WATERMAIN BEARING (TYPICAL EE _- 111 - - TYPICAL 111 11- 111 11111-75% 111 -111 -111 -111 -11 -11 -III -111 � 0 III III_ 111111=III= =III=III-III 11111=III_ � 111 PLANS fill (IIII 111=11 -11111= =1 -UNDISTURBED EARTH (TYP) -111 II I II 1 1100% illll 111 OF TEE 100% OF - I H11 900 ELBOW =11 111 II1-11-1 75% IIi1=III=III 11=` PLUG OR CAP PLUG OR CAP WEIGHT OF CONCRETE "-11 TO RESIST 100% OF TOTAL THRUST 2 - #5 BARS _lig II III II IIIIII- \/F RTI('AI RFNfI NOTE: BEARING AREAS ARE BASED ON 250 LB MAXIMUM PRESSURE AND SOIL BEARING STRENGTH OF 2000 LB/SQ FT. ®BOLTON &MENK I FNG.TH 75%-11f IL' 75% 1. S' CIASB 5 REQUIRED 2. MATCH "B"O BASE THICKNESS 3. MATCH WSTINC BITUMINOUS WEAR THICKNE4 75%VIII II II 75% OF TEE 11E NATEHIOALM IXGVATED,D, VIII VIII (TYPICAL) IXI S 5 SECTION ANO PRIVATE HONG FIBER �P11 IC. M CV55 5 SECTION CIJRVF THRUST BLOCKING 3/8" TIE RODS =111=1 � 1=1 :: 6+- •:.:. 1=1 � 1=111- 100% OF TEE VALVE ARROWS (-) INDICATE THRUST DIRECTION NOTES: 1. FIGURE (100%) AT THRUST BLOCK INDICATES PERCENT OF TOTAL THRUST TO BE APPLIED FOR BEARING AREA. 2. CONCRETE FOR THRUST BLOCKS TO BE 2000 PSI. 3. RESTRAINING RODS ARE REQUIRED AT ALL TEES AND AT BENDS DEFLECTING 22-1/2° OR MORE. 4. WRAP THE PIPE WITH POLYETHYLENE WRAPPING PRIOR TO POURING THE THRUST BLOCK. 5. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 PSI. 6. THRUST BLOCKS ARE NOT REQUIRED ON PVC WITH SOLVENT WELDED JOINTS. CONCRETE THRUST BLOCKS NOT TO SCALE CARDBOARD SEPARATOR -11111 III 100% ' VIII III- IIL=II IIL=II •I''I VALVE IF SHOWN ON PLAN DEAD END SIDE THRUST PER 100 LB/SQ IN PRESSURE PER DEGREE OF DEFLECTION PIPE SIZE SIDE THRUST -LB PIPE SIZE SIDETHRUST-LB 4 35 14 377 6 72 16 486 8 122 18 665 10 197 20 790 12 278 24 1150 MULTIPLY THRUST BY DEGREE OF DEFLECTION TO OBTAIN TOTAL THRUST I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY PRUI ER YfUREC/TT' ( ISIOTdAN0V�AD � gO LTO N „o �MENK �YSlsrulQ I O /19/2023 LAST REVISION: 04-2021 PLATE NO. 6-207 2040 HIGHWAY 12 EAST CITY OF WI Phone MINNESOTA 56201 Monti & Phone: (320) 231-3956 Email: Willmar@bolton-menk.com w .bolton-menk.Dom L 1008 STANDARD PROCTOR DENISTY REQUIRED IN THE UPPER 3' OF THE POT HOLE AREA AND 95% BELOW THAT Standard Plate Library City of Monticello if Pot Hole of Private Utilities in Pavement Areas te: 04-08 Plate No. ':03-15 7008 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHECKED DETAILS CLIENTPRG,. No. WATERMAI N SHEET C1.0 100% BEARING AREA (SQ FT) PIPE SIZE DEAD END OR TEE 90° ELBOW 45` ELBOW 221/2° ELBOW 4 2.4 3.4 1.9 0.9 6 4.9 6.9 3.8 1.9 8 8.4 11.8 6.4 3.4 10 13.7 19.3 10.5 5.4 12 19.4 27.3 14.9 7.7 14 26.3 37.0 20.1 10.3 16 34.0 47.9 26.2 13.3 18 43.9 61.833.7 17.2 20 54.3 76.4 41.7 21.2 24 77.9 109.8 1 59.8 1 30.5 NOTE: BEARING AREAS ARE BASED ON 250 LB MAXIMUM PRESSURE AND SOIL BEARING STRENGTH OF 2000 LB/SQ FT. ®BOLTON &MENK I FNG.TH 75%-11f IL' 75% 1. S' CIASB 5 REQUIRED 2. MATCH "B"O BASE THICKNESS 3. MATCH WSTINC BITUMINOUS WEAR THICKNE4 75%VIII II II 75% OF TEE 11E NATEHIOALM IXGVATED,D, VIII VIII (TYPICAL) IXI S 5 SECTION ANO PRIVATE HONG FIBER �P11 IC. M CV55 5 SECTION CIJRVF THRUST BLOCKING 3/8" TIE RODS =111=1 � 1=1 :: 6+- •:.:. 1=1 � 1=111- 100% OF TEE VALVE ARROWS (-) INDICATE THRUST DIRECTION NOTES: 1. FIGURE (100%) AT THRUST BLOCK INDICATES PERCENT OF TOTAL THRUST TO BE APPLIED FOR BEARING AREA. 2. CONCRETE FOR THRUST BLOCKS TO BE 2000 PSI. 3. RESTRAINING RODS ARE REQUIRED AT ALL TEES AND AT BENDS DEFLECTING 22-1/2° OR MORE. 4. WRAP THE PIPE WITH POLYETHYLENE WRAPPING PRIOR TO POURING THE THRUST BLOCK. 5. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL. IN ABSENCE OF A SOILS REPORT, AN AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A BEARING STRENGTH OF 2000 PSI. 6. THRUST BLOCKS ARE NOT REQUIRED ON PVC WITH SOLVENT WELDED JOINTS. CONCRETE THRUST BLOCKS NOT TO SCALE CARDBOARD SEPARATOR -11111 III 100% ' VIII III- IIL=II IIL=II •I''I VALVE IF SHOWN ON PLAN DEAD END SIDE THRUST PER 100 LB/SQ IN PRESSURE PER DEGREE OF DEFLECTION PIPE SIZE SIDE THRUST -LB PIPE SIZE SIDETHRUST-LB 4 35 14 377 6 72 16 486 8 122 18 665 10 197 20 790 12 278 24 1150 MULTIPLY THRUST BY DEGREE OF DEFLECTION TO OBTAIN TOTAL THRUST I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY PRUI ER YfUREC/TT' ( ISIOTdAN0V�AD � gO LTO N „o �MENK �YSlsrulQ I O /19/2023 LAST REVISION: 04-2021 PLATE NO. 6-207 2040 HIGHWAY 12 EAST CITY OF WI Phone MINNESOTA 56201 Monti & Phone: (320) 231-3956 Email: Willmar@bolton-menk.com w .bolton-menk.Dom L 1008 STANDARD PROCTOR DENISTY REQUIRED IN THE UPPER 3' OF THE POT HOLE AREA AND 95% BELOW THAT Standard Plate Library City of Monticello if Pot Hole of Private Utilities in Pavement Areas te: 04-08 Plate No. ':03-15 7008 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHECKED DETAILS CLIENTPRG,. No. WATERMAI N SHEET C1.0 COMPACTED BACKFILL AS SPECIFIED y RIC PIPE iii BG CLASS AS SPECIFIED DIA SHAPE BOTTOM TO MATCH PIPE OD, \ �z PROVIDE BELL HOLE �� i ✓✓✓ AT EACH JOINT (IF g REQUIRED) PIPE DIA B 36" OR LESS BE + 24" 42" TO 54" 1.5 x BE 60" OR OVER BC + 36" RC PIPE CLASS IICII BEDDING NOT TO SCALE GRANULAR BEDDING & ENCASEMENT MATERIAL AS SPECIFIED 01,g 12" (MIN) j 0.15 Bc rr1r/ __qq 1616f�oilww 111 "qqll iIER R G m GU PLAN 0.10' ELEEUE VMION BEI INSTNL INFRR SHIELD CURB INLEF FRAME AND CURB BOX 'pt APPRO,ED EWPL) TERMAL CHIMNEY SEAL STANDARD CASING - NEENAH R -J067 -V ADJUSTNG RINGS B" a• LAIN ENC/SE CORN CON CRETEE CIX1AR HWHOLE COVER To BE aB• Ou CflflIX TWE II WITH 2a1 36• 6• OPENING CONSTRUCTION P150, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION MASONRY CONSTRUCTON © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Title: Standard Manhole for AStandard Plate Library CONCRETE DOGHOUSE REWIRED Monticello City of M Date: Plate No. �. ON OUTSIDE AND INSIDE OF EIRUCTURE AND PIPE CONNECTION 1 4001 �33 ReY" 03-17 -DIMENSION VARIES BASED ON STRUCTURE OWIEIFR RCP PIPE AANND 8 SE To 6E �REETEX01 MANxE � IYPE AIJB OR APPROVED EOWL 1. BASE TO BE GROUTED TO FORM A SMODW INVERT TO N1RET. SECTION 2. PIPE CUT-WIS TO BE LOCAT]I WHERE REQUIRED. CATCH BA IN MPNHOIA REOUIREp IN GREEN SPACES SHM1 BE WNSNULTEO OF PRECAST CONCRETE ONLY IN THE CASING SHALL BE NEENAH CATCH WAIN MANHOLES LOCATED ECCENTRIC TOP SLAB WITH A NEENAH - ADCORWNCE WITH Mn/DOT STAN—D PLATE 400BL. R- _ IN ORNEWPYS SHALL BE WNSTHUCTED WRH AN 27• ROUND OPENING. THE CPSIINO SHALL BE Catch Basin Manhole 03-05 Plate No. 03-17 4003 _ Er, NOTE: DRAINTILE SHALL BE TRENCHED INTO SUBGRADE EDGE DRAIN DETAIL NOT TO SCALE STANDARD FRAME & IVIG I AL t_A STEEL PIN 18 18" DUCTILE IRON GRATE/COVER SUPPLIED WITH STRUCTURE WITH LOCK DOWN LID 3" STUB DIAMETER > AS REQUIRED SEE PLAN FOR NUMBER OF PIPE CONNECTIONS & PIPE DIAMETER AS SPECIFIED NOTE: REFER TO PLANS FOR REQUIRED PIPE SIZE SUBSURFACE DRAIN CLEANOUT DRAINAGE STRUCTURE DESIGN SPECIAL 2 NOT TO SCALE G CASK ADJUSTING RINGS MAX OVER ROPDWAY SURFACE SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS M. WAIL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48' OR MY BE ASTM C 478 CONCRETE PIPE. SEE WDOT STANDARD e" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP 3 ® CONCRETEOR BOTTOM OF THIS SECDON). CAST -IN-PLACE 4, TC 10' CONCRETE OR MASONRY CON UCTON LBRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER Q STRUCTURE --1 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. Standard Plate Library City of Monticello s '-3 I HEREBY CERTIFY THATTHIB PIAN, SPECIFICATION, OR IIPMORT WAS PREPARED PR FE OR UN fEf YIUIRECT SUP T' IS( IQN ANGST qM Aj�N1yWE50TA0 I(�'p(�yJyjLp�jUp�, pI�V 0o B" Js JUST ans ru, ion/,,/. CONSTRUCTION P150, EXCEPT AS NOTED. Catch Basin Manhole 03-05 Plate No. 03-17 4003 _ Er, NOTE: DRAINTILE SHALL BE TRENCHED INTO SUBGRADE EDGE DRAIN DETAIL NOT TO SCALE STANDARD FRAME & IVIG I AL t_A STEEL PIN 18 18" DUCTILE IRON GRATE/COVER SUPPLIED WITH STRUCTURE WITH LOCK DOWN LID 3" STUB DIAMETER > AS REQUIRED SEE PLAN FOR NUMBER OF PIPE CONNECTIONS & PIPE DIAMETER AS SPECIFIED NOTE: REFER TO PLANS FOR REQUIRED PIPE SIZE SUBSURFACE DRAIN CLEANOUT DRAINAGE STRUCTURE DESIGN SPECIAL 2 NOT TO SCALE G CASK ADJUSTING RINGS MAX OVER ROPDWAY SURFACE SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS M. WAIL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48' OR MY BE ASTM C 478 CONCRETE PIPE. SEE WDOT STANDARD e" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP 3 ® CONCRETEOR BOTTOM OF THIS SECDON). CAST -IN-PLACE 4, TC 10' CONCRETE OR MASONRY CON UCTON LBRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER Q STRUCTURE --1 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. (2) MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16' OC. © MINIMUM STEEL REINFORCEMENT B" ® EgUIVP1ENT STEEL AREA IN WIRE MESH MAY BE USED © GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNR NOLE"�" MANHOLE.~ CATCH EXTERIOR CATCH DM PLASTERED OR BASIN BASIN CONSTRUCTION P150, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION MASONRY CONSTRUCTON © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Title: Standard Manhole for AStandard Plate Library Storm Sewer Monticello City of M Date: Plate No. 03-05 1 4001 ReY" 03-17 BOLTON 2040 RIG' OT '16 CITU' ❑ F �,A_EWILL40HINNESOTA56201 �c MENK Phone: (320) 231-39 nk.com ce aADIND. Email: Plane: www.bolton-menk.Dom J A L CURB IN FRAME AND CURB BOX NEDW1 NO. R-V CONCRETE .— INSTALL INFRA SHIELD (OR APPROVED MAUL) EXTERNAL CHIMNEY SLLL ADJUSTING Mn � a• MIN 2• MAX ENCASE IN CC— DO USE CONCRETE CURB MIX FOR COLLAR EQUALTO NYLOPLAST PVC BASIN PLAN FALL STORM SEWER CASTNG ELEVATONS FALL W TIE PLWS HAVE BEEN IDEPRESSED EE DALM' GUTTER EIF/ATW (SEE DEL 5003) 4" CONCRETE COLLAR NOT SECTION A -A POUR Aa' CWCRETE COMAR AROUND RINGS EXIENDING FROM WE CASING TO THE PREGST BECTON CATCH BASINS LDCNED IN DRIVEWAYS SHALL BE TYPE MOOT DESIGN H. THE CASTING SNLLL BE NEENAH R -3506-A2. IMe DRAINAGE STRUCTURE Standard Plate Library DESIGN SPECIAL 1 City of Monticello Dae: 03-05 Plate No. ReWead 03-17 4002 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS STORM SEWER SHEET C1.10 CASTING AS SPECIFIED GRADE SIZE AS SPECIFIED STEPS AS SPECIFIED jlN . r2 W K Q ADJUSTING RINGS AS SPECIFIED PLACE BITUMINOUS MASTIC BETWEEN SECTIONS -BRICK AND MORTAR STORM SEWER PIPE GROUT INVERT lio, PLAN OF COVER TOP BARS NOT SHOWN COVER DIA G AND EXTRA BARS (PER MnDOT STANDARD PLATE 4020) 2" MIN PLUG DIAMETER w ti PRECAST CONCRETE BASE OPTIONAL HANDLING DEVICE (PER MnDOT STANDARD PLATE 4011) ; TYPICAL DESIGN 4020 MANHOLE/CATCH BASIN REINFORCING T NOTES: DESIGNATION: (PER MnDOT (SEE MnDOT DESIGN DIAMETER -STANDARD PLATE# - W STANDARD PLATE STANDARD 1. AASHTO HS 25 LOADING MAX DESIGN 48-4020 OLE in FILL HEIGHT 15' MANHOLE IA PLATE 4020) 2. THE # 4020 SHALL BE SECTION A -A PERMANENTLY MARKED ON THE TOP COVER 3. EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED DRAINAGE STRUCTURE 4. REINFORCEMENT PER SPEC DESIGN 4020 3301, GRADE 60 A SINGLE 0 HOOP OF 8ga STEEL WIRE NOT TO SCALE I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FEOR UNE! Y�JfUgRS5E��C++T SIJP T' IS( lad AN05TA�Aj�Nypfd SOTAO JUST�IJ 53>• rU i On/ 9/2023Lp�ru�U�,� � On/99/2023 :30LTON 2040HIGHWAY12E ; CITU' ❑F �,A_EWILL40HMINNESOTA 56201�c MENK Phone:(320)231-3956ontfce aN. Email: Willma,320) 2on-menk.com www.bolton-menk.Dom J MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS DETAILS AND STORM SEWER SHEET C1.11 A NON-WALKABLE WALK OR WALKABLE P SURFACE O 2% OO MAX. F STRAIGHT FORMS WALK S MAY BE USED O S /FL Or FLARE NON-WALKABLEOR BACK OF CURB F ON WALKABLE O4 QIAGONAL FLOW LINE 0„ 0,1 01 0 SURFACE 2% 011 MAX. ONLY BE USEY AFTER ALL FRONT OF GUTTER O 8 p OTHER CURB RAMP TSHALL PES HAVE BEEN A F EVALUATED AND DEEMED IMPRACTICAL PERPENDICULAR FANQo NOTES- A-61 F LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK RAMP CURB APPLICAKE WHENFTHE EIS OVERR50%ISTANCE,ONLY O” INITIAL O 11 SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. S CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/41, DEEP NON-WALKABLE OR NON-WALKABLE OR VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. WALKABLE SURFACE 4 4 WALKABLE SURFACE ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. HUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN (6 BELOW. FLARE FLARE TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF Q1 O O" O" Q3 Q1 O REINFORCEMENT FORMED RAN INDEPENDENT (RUNNING SLOPE FOLLOW 5 ON ESHEET A6 OFE 6Y F IN SIDEWALK FOR ALL SEPARATELY POURED INITIAL LANDINGS. A 7 WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. TIERED PERPENDICULAR MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. C 11 MODIFIED FAN 0 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS 7 2 SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24 IN THE PATH OF TRAVEL. DETECTABLE WARNING USED WHEN RIGHT-OF-WAY TO COVER THE ENTIRE PAR WIDTH OF SHARED-USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK F CONSTRAINED WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE O" IS © WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET IS ALLOWED. 5 /THAN 2 8 WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THELENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE EER 20 FEET. F ARC TINCHAN 2 RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. 0 0" 0" 0 F Q1 MATCH FULL HEIGHT CURB. I Q2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. C 03 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. 0 PARALLEL O AND RETURNED CUf{BS PICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES 0�� Ol 11 O5 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. CURB OR VAR. 4' 0" MIN. CURB AND WALK. O THATGTHEEGRADEKBREAK TRAVEL.(TYPICALUFOR RAMP REQUIRED LANDING IS PERPENDIICULARRTOOTHEEDIRECTION ALL) GUTTER " 1/4 R. O 7 Q7 WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, a0.02 IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. FT./FT. MAX. 4' 0" MIN. S SLOPEASHOULDTBE USED OVERLVTCIIRBNTOEREDUCEBTRIPPIHOSHAZARDS ANDSFACILITATE UNNING > 0.05 FT./FT. AND REQUIRED LANDING SNOW & ICE REMOVAL. s0.083 FT./FT PREFERRED 1/4" R• — — — — 8 A 7' MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. 6" CONCRETE WALK 9 PAVE FULL WALK WIDTH. 0.02 FT./FT.MAX. DEEMEDHIMPRACTICAL USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN SECTION A -A G EVALUATEDSAND CURB OR PERPENDICULAR/TIERED/DIAGONAL — — 6" CONCRETE WALK „ — 11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. CURB AND O © HT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT GUTTER SECTION C-C BOULEVARD ORM SIDEWALK GRADES PARALLEL/DEPRESSED CORNER 1 5 CURB OR LEGEND CURB AND VAR. 4'0" MIN. S THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE GUTTER RAMP REQUIRED LANDING CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. �^ 1/4" R. — — — INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN aFT./FT. 5.0% MINIMUM AND 8.37 MAXIMUM IN THE DIRECTION SHOWN 0.02 AX. Cr AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. > 0.02 FT./FT.AND F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER 5 0.05 FT./FT PREFERRED 10" THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN Q AND CROSS SLOPE SHALL NOT EXCEED 2.0%. 6" CONCRETE WALK 1 LANDING AREA - 4'X 4'MIN.(5'X 5'MIN. PREFERRED) DIMENSIONS AND MAX SECTION B-B ® 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. DEPRESSED CORNER FAN X" CURB HEIGHT REVISION: PLAN 5-297.250 1 OF 6 M11STANDARD PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 //110p APPROVED: 11-04-2021 qi;_A, --Pi`�- MINN@SOTA afl,,, REVISED: dh OPERATIONS DIVISION l DEPARTMENT yn' STATE MA OF DES PROJ. N0. (TH ) SHEET N0. OF SHEETS TRANSPORTATION STATE N ENGINEER � "'s PLAN, s"E"`""°" °RREPORT w" HREH""`° BVf��1'F`E��OR`UN ER f�V pplIRECT St9lL, ANO THA TI AA���pp&11 LICENSED - MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET PRVi Er! aryyrsT�Cp�wE=°TA. vI Ut/ 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 Phone: (32012314956anticclla ,' �� T } �[ 11 oRnwNI C1.12 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT M E N K Em ail: Willmar@bolton-menk.com � DETAILS JUST �(Vpdq$�. �^ /'�� 11d515� 1 u Il b6/l9/2021 www.bolton-menk.com 11N*aRoJ.No. PEDESTRIAN CURB RAMP NOTES: WALKABLE SURFACE RAMP Q F 6 LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF T14E APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICA6LE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. O 8% TO 10% SLOPE SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. 2'MAX oil O CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. �lJ THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). 0" Q S © SURFACEKABLE DIRECTIONAL RAMP WALKABLE �f O" 2 Q3 Ac"r S O BACK OF CURB �..&, 0" 5" AX O FLOW LINE FRONT OF GUTTER FLARE Q 5'MAX4'MINIMUM NON -WALKABLE SURFACE 0 I I p' S O TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PAR WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3 MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE ES ALLOW ED. CONCRETE WHEN ADJACENT TO TURF.WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR.ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN IF NON -CONCRETE BLVD.IS20 l COMBINED DIRECTIONAL CONSTRUCTED AND IS LESS THAN 2' """""""""""""" IN WIDTH AT TOP OF CURB p" FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES & 1 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. . PAVEWIDTHNTE TO IADJACENT BACK ON RAM CURBP Q 1 MATCH FULL CURB HEIGHT. O Q2 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USING A 4' LONG RAMP. ONE-WAY DIRECTIONAL MINIMUM qPEERRU7BNDAERDBETEERDS)DOMES)STANDARD ISTNCREQUIEWNOME. GRADE GRADE RAMP BREAK RAMP BREAK 1 MAX. 2.0% SLOPE 1 MAX. 2.0% SLOPE 3 IN ALL DIRECTIONS IN ALL DIRECTIONS ® THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. QS WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHALL BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK 0' 0' 3 2' MIN 2r 4,9' 3 LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. D MAX. 2.0;' SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. O 11 O FLARE BLE PEDESTRIAN ® 87 TO 107 WALKABLE FLARE. PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. PUSH BUTTON PEDESTRIAN QFRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE PATH SURFACE, AND 51 MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED Q _ _ _ — — OF TRAVEL WITHOUT RAISED OBSTACLESSTHAT COULD MISTAKENLY BE PAVED SURFACE AJ USER TO A WHO ISVISUALLYUALLYP IMPAIRED. ONE-WAY DIRECTIONAL WITH DETECTABLE Il RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS WARNING AT BACK OF CURB S SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. © FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH.THIS ENSURES A DETECTANLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. D ©THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. ® TO BE USED FOR ALL DIRECTIONAL RAMPS,EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. O PLACE 2 NO.4 BARS 4 INCHES FROM SIDE OF FORMS WITH A MINIMUM 2 INCHES OF CONCRETE COVER ALONG EACH SIDE OF FLARE (INCIDENTAL). RAMP 1.0% MIN. LEGEND 2.0% MAX VAR.RAMP THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. NON -WALKABLE OR WALKABLE SURFACE (D .. .< a T <,�d 0" 6" CONCRETE WALK BACK OF CURB 2,0%-3.0% OilFLOW LINE GUTTER SLOPE 0 SEMI -DIRECTIONAL RAMP 03 O4 O 3 -DOME SETBACK,4'LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB Qs INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN j AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4'X 4' MIN. (5'X 5' MIN. PREFERRED) DIMENSIONS AND MAX ® SECTION D -D FRONT OF GUTTER PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT THE PUSH BUTTON (DEAD-END SIDEWALK) CURB FOR DIRECTIONAL RAMPS 14 REVISION: APPROVED: 11-04-2021 M11STANDARD PLAN 5-297.250 2 OF s PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 _ FA M INN @ SOTA 4fk" � REVISED: (/ Ef dFERK OPERATIONS DIVISION DEPARTMENT l TRANSPORTATION STATE DES N ENGINEER STATE PROJ. N0. (T.H. ) SHEET N0. OF SHEETS �"ISPTAN,SPEEECATION,ORREPORTWASPREPARED IV���1'`�FE��O I ER f/IV RECT St91LI ANO THA TI AAA���ppp OfLICENSED IN Er! a ryy fsT�Cp�wr,,,,. vI Ut/ O LTO N M E N K 2040 HIGHWAY I2 EAST W 2 R, MINNESOTA 56201 Phone: (3201231-3956anticclla Email: Willmar@bolton-menk.com www.bolton-menk.com �I`"`� �' - �� T } �[ 1 oRnwN `"""� IFNT aRo�.No. MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET C1.13 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT DETAILS PEDESTRIAN CURB RAMP JUST(Vpdq$�. �^ /'�� 11d515� 1 Ilb6/l9/2023&1 INSET B VAR. INSET A INSET A INSET A RAMP FRONT OF GUTTER FRONT OF GGUUTTER FRONT 0� G� ITER O BACK OF BACK OF CURB/ BACK OF CURB/ EDGE OF WALK/ O 1/4'O FLOW LINE FLOW LINE EDGE OF WALK °.• °., ° FLOW LINE EDGE OF WALK lO ° °.a,. ,.. 2-5% 04 Oq X1/4 O4 1/4 O 2-3% 3% e • ;•�°° n °.p .Ae 0 °. 4'.A o o' °. D'.p :0 .D •.p. .A a °. D'.A a � ° • :e4�1/41 114" 6 CONCRETE WALK :o�..; •.'. `•. :o�a.; :off.., �^ :.D...'b :.o.D.°:w �:'� D•:Ae :D 4•�'a .'4e .•. 'o•. o, a'.o. •e:p Ds•"�. o'. D.•s •'�. a•. D. Da• °. 4s. Aoe .Qa• �.p .p.e•'•'O4• °. as.A ps.. 'e •'.O.oe� .' 0,'n. ; .0 a ::p'oe ,. Q .• p .. 24" 8-12" 2411 8-12" 24"BACK OF PERPENDICULAR OO EDGE OF WALK/ NON PERPENDICULAR FOR CURB MACHINE PLACEMENT AROUND RADIUS 03 PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE) PROJECTED FRONT OF GUTTER FLOW LINE O O 5X MAX. SAWCUT BIT. 1/4"D' o MILL VERTICAL O & Oq PAVEMENT O& O o '• :.; • '•' o ; ° • ; '• .• .• D EDGE REMOVE &REPLACEe2 BITUMINOUS EXISTING BIT. ° EXISTING BIT. BIT. PAVEMENT 1/4" MIN. TO PAVEMENT MILL &PATCH PAVEMENT D': e. D'. D.e>.a'De.�.. e, " . , :o .Den .. D . D ° 1/2" MAX. '. :p 17" P o D 4.e o:."0 p' o..0 ":: rA o..yi.•a'a�,:; n•°a;'; 4':°' +o. a;'; e:: 24" 8-12" o.. 4 4' u.. d'° . 4 0 4:: ••, a;^:?'. . :?'. '• b•y 0.4°• 0'4 '. '' °'. a '.4 4:". 4''' 4'4°•.4''• ?'°.°. 4'"• °•, A''' o °•"•4.'. 0, 4.°'. A.'. o•4 c, dr. 0.4 °•, R.'. •p: ,•°. ., ,•p. •p: ., ,•p. .'p .'p: .'p: •.'. .0•. °•4•'°.i °'a. '°,i: 4. '°.a°'4•°'..'d•°°'4••..G'°°. 4••'..'Q•'e.4••.'4 •°°'4'• •°°.4 •°..'.4 •�°: 44 .4%K 4'0...4 •'°;4••..4 •'° i .'. ., •. a': e: INSET B : <•:o°.aa.°: o". ' • a'a: °'. 4 ; ' °'. A ; • ° 24"MIN. 24"MIN. . OUTFLOW GUTTER ® °4";":a"°e:'a"<'.';'`;:°4 '.'o� ?:: o'• o': o� ?:: SAWCUT SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT INSET A PAVEMENT CONCRETE BASE EXISTING EXISTING BIT. 2" BIT. PATCH CONCRETE PAVEMENT x PAVEMENT &04 a 0. , r 1:3 MIN. TAPERaa'.;..°4''..;Q'°e;V4',<'..'a'°e;4'<'...a... ° ° w I 1:5 PREFERRED TAPER o';o:o.':o'•o'.o?::o•o';do.':4',0'.'0?.':0'•0'.0: t'•.i;',•.'4.o,i:°',•.'4' '• °' (UPSTREAM SIDE) . d o'.'o ?::o'•o':o ?::o',0'.'0'?.':o'•o':n ?. 1� ° ' 4. "a. i ;'. °. • 4. '.. i • ' 4. '.. i ;'. °. • 4 "•. i o ' 4. '°. i : °• 4 ' . a • 4 : ° 4 ::4. y ; • . ; V . a . "4 "4. • : '°.i e•a l� I •n.4 : :4.°:°. 4... o•' o' °4•'O.i • '°.i e', °.4. '°,i :'• Q 'i.•°. 4;°:4;:i'•a;•`: v';i-4;•°: e':a �°;•':4';a n;,°: °. °'. 4•; 4.°. t/2 , 'd 4'"''4 •'. 4';'4•a.°". 4';'4'4 °•. A•"'?'°.°.,4.;.0.4°.4.' p p e.:ae a;:o•°;:;e.,0.'°;.:: e••o-e;° 2 I 4•°..4• °: 4.O. 4• °; 9'. .. p• . 24" MIN. ONLY ALLOWED PER ENGINEER'S APPROVAL Z PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER W FOR USE ON CURB RAMP RETROFITS c HOLD TANGENT 5' W I PAST OUTSIDE ZERO NOTES: ' POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. N p NO PONDING SHALL BE PRESENT IN THE PAR. I ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. 7i �� / O1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER SMALL RADIUS FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 4 21-101 TYPICAL FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON 20'MAX.RECOMMENDED ¢ i PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. TO NOT AFFECT PARKING ~ w ,� or �BEGIN GUTTER SLOPE TRANSITION 10'OUTSIDE OF ALL CURB RAMPS. In ; 04 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". zHOLD TANGENT 5' o � / OS ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PAST OUTSIDE ZERO V) PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. LARGE RADIUS VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 20'-40'TYPICALTOP 9RADIUS 1:3 MIN. TAPER g FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. (DOWNSTREAM SIDE) ' TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER SMALL ELEVATED ROADWAY SEGMENTS. 2'-10'TYPICAL 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. COMBINED DIRECTIONAL OD OO HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 01 (COMPOUND RADIUS) THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR DIRECTION OF TRAFFIC APS INTERSECTIONS WHERE SPACE IS LIMITED. MAIN STREET PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. REVISION: STANDARD PLAN 5-297.250 3 OF 6 mllPEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 //110pAPPROVED: 11-04-2021 qi;_A, --Pi`�- MINN@SOTA afl,,, REVISED: dh OPERATIONS DIVISION DEPAROF TMENT yn' STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS DES N ENGINEER TRANSPORTATION STATE BV OR`UN ER f/IV HIS LAN,SPIEOPId ANOTHATIAA���ppp1T III CENSED ��FE� "'s"`""'s"E"`""°"'°RREP°" "PREP""`° 'N I Er! a bf T"EuJv y�sr�Cp�w E=.TA. 2040HGHWAYI2 EAST MINNESOTA O LTO N W LLMAR, MINNESOTA 56201 -POO �' - T } •[ 1 oRnwN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET LJ I °UL U,� �+ I Ut/ Phone: 56 �� . MontiCeno `IA.' DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C1.14 DETAILS M E N K Email: Willmar@bolton-menk.com JUSTlVpdq$�. �^ /'�� 11d515� 1 Ilb6/l9/2023 www.Bolton-menk.com IFN*aRoJ.No. PEDESTRIAN CURB RAMP PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH LANDING; @ACK MATCH CE /-71 pF CURB HEIGHT �- MATCH INPLACE WALKABLE WALKABLE CUR@ CURB HEIGHT DETECTABLE FLARE FLARE - - - - - - - - - - - - CURB RAMP CUR@ ------------ BACK OF WALKABLE WALKABLE SURFACE SURFACE TAPE R \\ I 6 8-10% 8-10% O \ pPEF( I 11 O ONCRETE m ONCRET UFt6 I FLARE FLARE 1 O I >.,o:,.'o �> NEAREST CUR@ ,v:,.'.,.> RAIL 2 1 2 TAPfR TAPER Q u ° o ° ..D i C URB D ° �, ° 3" MINIMUM CURB HEIGHT, 4" PREFERRED CROSSING I 4' 8.5" o. o::,: _� SURFACE PAVED FLARES (MEASURED AT FRONT FACE OF CURB) I o o . ADJACENT TO WALKABLE SURFACE FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) I o.� ; °' DETECTABLE EDGE WITH LANDING ; CURB AND GUTTER I s PEDESTRIAN GATEARM EDGE OF I 1 NON -WALKABLE RAMP NON -WALKABLE ROAD I RAILROAD SURFACE SURFACE GATE ARM O DETECTABLE , 8-10% 8-10% 5 I WARNINGS CONCRETE m CONCRETE FLARE FLARE 1'MINIMUM 5 �4.5'�4.25' o. ef 8.75' 2 I 1 I 2 6 RAILROAD CROSSING PAVED FLARES ° 5 5 PLAN VIEW ADJACENT TO NON -WALKABLE SURFACE NOTES: EDGE OF INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT.INCREASE CURB TAPER 6 ROAD LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH -------- , ADJACENT BOULEVARD OR SIDEWALK GRADES. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. LANDING; A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT DETECTABLE EDGE WITHOUT CURB AND GUTTER RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN B'LONG MEASURED ALONG THE / RAMPS FROM THE BACK OF CURB. RAMP Q1 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. NON -WALKABLE // � NON -WALKABLE SURFACE �� SURFACE Q2 FULL CURB HEIGHT. // 8-10% 8-10% Q3 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD //GRADED m GRADED \ CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE / FLARE FLARE \ ///r/�/ OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. Q4 TYPICALLY USED FOR MEDIANS AND ISLANDS. // 8 QS WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. GRADED FLARES ��//���%///j/Uili� �`````` IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED V FROM AND/ORTHE EDGE OF BITUMINOUS ROADWAY O O 2' ALL CONSTRUCTED CURBS MUST HAVE ACONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE Q EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A CURB DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS. AND UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT LANDING; CURB DESIGN V CURB DESIGN V SEE PEDESTRIAN SEE PEDESTRIAN CONCRETE RAMP 1/211 R. TURF OR 6" YAR. 4„ TOP OF GUTTER DESIGN V B B A CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. Q8 DRILL AND GROUT 1 - N0.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. APPROACH NOSE APPROACH NOSE o a. CURB & 0 Q9 DRILL AND GROUT 2 - NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT DETAIL DETAIL NON -WALKABLE NON -WALKABLE m A. : ^' : c 4 oa.c. a a, 7 GUTTER 2' BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. OO SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (1. RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SURFACE SURFACE T SHEETS I & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE t SECTION A -A SECTION O TAPERS AT 0"-3" AT B-10%, THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. 1,11 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12- MINIMUM TO 15- MAXIMUM FROM THE NEAREST 6„ �__ O O A RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12'MEASURED PERPENDICULAR TO THE NEAREST RAIL. RETURNED CURB ® TURF TOP OF SIDEWALK CONCRETEThh/2 ® © WHEN OPPOSITE THEIAN RAIL, 2T FROM THEPROVIDED, CRITERIA PLACED OVER SIDE APPROACHINGDETECTABLE GOVERNSTHE OFWARNING THE GATE ARM. H THISSHALL NOTE THE GATES 0 CROSSING SURFACE SHALL EXTEND 2 MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED USE PATH. TYPICAL SIDE TREATMENT OPTIONS Q@ 6' PEDESTRIAN APPROACH 0 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. NOSE DETAIL Q SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE 3„ (FOR RETURNED CURB BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. SIDE TREATMENT) 6 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. O SECTION B -B EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. REVISION -STANDARD PLAN 5-297.250 4 OF 6 PEDESTRIAN CURB RAMP DETAILS APPROVED: 11-04-2021 //110p APPROVED: 11-04-2021 qi;_A, --Pi`�- MINN@SOTA aft,,, REVISED:dh OPERATIONS DIVISION DEPAROF TMENT yn' DES STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS N ENGINEER TRANSPORTATION STATE BVf�1ENERFE�/YR`ER ERf/IV RECT PLAN, 11111 ANOTHATI AA���ppp RT CENSED � "'s"`""'E"E"`""°" °R""°"WASPREPARE° FRV I Er! a bRsT�Cp�wrEOEA vI Vt/ QLTO N W 2040 HIGHWAY I2 EAST LLMAR, MINNESOTA 56201T Phone: (3201231-3956anticclla ,' - } �[ 1 -NEO wN `HICK° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET C1.15 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS M E N K Email: Willmar@bolton-menk.com JUST(Vpdq$�. �^ /'�� 11d515� 1 U Ilb6/l9/2023 www.bolton-menk.com IFN*aRoJ.No. Ll NOPEDESTRIAN CURB RAMP V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING 1/2" R. 16_ . VARIABLE •4;°' �+�, HEIGHT H 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE B BUTTON TO EDGE OF SIDEWALK V -CURB MUST NOT EXCEED 10 INCHES 4" PEDESTAL POLE J or (LINE UP CENTER OF POLE WITH THE BACK OF V -CURB) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V -CURB 1:2' WIDE URB Y-CRB 30" X 30" SQUARE PEDESTAL FOUNDATION (MUST BE FLUSH WITH THE SURROUNDING WALK) SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) REVISION- APPROVED- 11-0��_^/4,[/I-20'►�2111� -' FflEY/P- -Pid- - INS OPERATIONS DIVISION 1/2" R. I � " R V CURB INTERSECTION EXISTING, WALK 3 BUILDING V CURB ADJACENT TO OR BARRIER 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE MUST NOT EXCEED 0 INCHES BUTTON TO EDGE OF SIDEWALK A 1 CURB 6" WIDE V -CURB 4" PUSH BUTTON STATION POLE A� 18" WIDE BY IB" LONG, MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP (SADDLE ADAF 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V -C ��%% HIS PLAN, SPECIFICATION, OR RAAEE���PpppORT WAS PREPARED PR63I ER�RVJ RE fTR IS AN0 5 Q pl��EyN E50TA.LflIEEN O IU F. ani rub ian,,,1`.. SECTION A -A PUSH BUTTON STATION (V -CURB) LTO N Wl2040 PhoneIM32 231-A395 66201 M E N K Email:ww@boNon-monk com www.bolton-menk.com CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W <6" 4" k6" 6" TNSFT A - EXISTING VARIABLE I I HEIGHT ' H I 6" I 4.5% I TRANSITION PANEL O4 ® (VAR.) i I � I I , I I I (VAR.) I NOTES: INSET A A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O LEAVE CONSTRACMI MINIMUM V2"PRTOOP GAP PAND ISEAL W THIAMNDOT APPROVEDPSILICONE PERSION. MNDOT SPEC 3722. Q4 THE MAX.RATE OF CROSS SLOPE TRANSITIONING IS I'LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 61 OR THE RUNNING SLOPE IS GREATER THAN 5%. DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.07. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. (S� INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 1T 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. mll STANDARD PLAN 5-297.250 1 5 OF 6 APPROVED: 11-04-2021 MINN@SOTAl REVISED: DEPAROF MA TMENT STATE PROJ. N0. TRANSPORTATION STATE DES N ENGINEER IT 5' [11. ntiCeno CHI :Eo �a' cL� Mo PEDESTRIAN CURB RAMP DETAILS (TH ) SHEET NO. OF SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CIA DETAILS PEDESTRIAN CURB RAMP 1;3 EXISTING. e. WALK R. :.r<•r. .::r.; a. s. 5: VARIABLE HEIGHT H ;ia• 6" 2 V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING 1/2" R. 16_ . VARIABLE •4;°' �+�, HEIGHT H 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE B BUTTON TO EDGE OF SIDEWALK V -CURB MUST NOT EXCEED 10 INCHES 4" PEDESTAL POLE J or (LINE UP CENTER OF POLE WITH THE BACK OF V -CURB) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V -CURB 1:2' WIDE URB Y-CRB 30" X 30" SQUARE PEDESTAL FOUNDATION (MUST BE FLUSH WITH THE SURROUNDING WALK) SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) REVISION- APPROVED- 11-0��_^/4,[/I-20'►�2111� -' FflEY/P- -Pid- - INS OPERATIONS DIVISION 1/2" R. I � " R V CURB INTERSECTION EXISTING, WALK 3 BUILDING V CURB ADJACENT TO OR BARRIER 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE MUST NOT EXCEED 0 INCHES BUTTON TO EDGE OF SIDEWALK A 1 CURB 6" WIDE V -CURB 4" PUSH BUTTON STATION POLE A� 18" WIDE BY IB" LONG, MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP (SADDLE ADAF 18" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V -C ��%% HIS PLAN, SPECIFICATION, OR RAAEE���PpppORT WAS PREPARED PR63I ER�RVJ RE fTR IS AN0 5 Q pl��EyN E50TA.LflIEEN O IU F. ani rub ian,,,1`.. SECTION A -A PUSH BUTTON STATION (V -CURB) LTO N Wl2040 PhoneIM32 231-A395 66201 M E N K Email:ww@boNon-monk com www.bolton-menk.com CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W <6" 4" k6" 6" TNSFT A - EXISTING VARIABLE I I HEIGHT ' H I 6" I 4.5% I TRANSITION PANEL O4 ® (VAR.) i I � I I , I I I (VAR.) I NOTES: INSET A A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O LEAVE CONSTRACMI MINIMUM V2"PRTOOP GAP PAND ISEAL W THIAMNDOT APPROVEDPSILICONE PERSION. MNDOT SPEC 3722. Q4 THE MAX.RATE OF CROSS SLOPE TRANSITIONING IS I'LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 61 OR THE RUNNING SLOPE IS GREATER THAN 5%. DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.07. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. (S� INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 1T 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. Q TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. mll STANDARD PLAN 5-297.250 1 5 OF 6 APPROVED: 11-04-2021 MINN@SOTAl REVISED: DEPAROF MA TMENT STATE PROJ. N0. TRANSPORTATION STATE DES N ENGINEER IT 5' [11. ntiCeno CHI :Eo �a' cL� Mo PEDESTRIAN CURB RAMP DETAILS (TH ) SHEET NO. OF SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CIA DETAILS PEDESTRIAN CURB RAMP 2 6" WALK © 6„ ?.11 2" °MIN. A 3" 1�?y NON-CONCRET \ NON -CONCRETE BOULEVARD BOULEVARD A 611 NCRETE ALK \ LANDING LANDING LANDING 4"O MINIMUM 5 6 Qs 2 SECTION VIEW A -A 1.0% MIN. AGGREGATE BASE \\ 5.0% MAX. THICKENED SECTION a . THROUGH CURB RAMP FLARES \ \ \ 'SECTION CONCRETE 6 CONCRETE \\ \ \ BOULEVARD BOULEVARD TYPICAL SIDEWALK ALLOWABLE END SILL CURB CURB WITHIN INTERSECTION CORNER G O O \ \T OAND FDRIVEWAY AREA \ RAMP \ \ \ \ FLARES. EXPANSION MATERIAL PLACEMENT CURB LINE REINFORCEMENT 4Q EDGE OF THROUGH LANE FOR CONCRETE ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. PEDESTRIAN RAMP PEDESTRIAN RAMP EDGE OF THROUGH LANE UP TO 2.07 2.0% MAX. OR UP 36" MAX. SAWCUT CHANGE TO 4% CHANGE UP TO 2.0% MAX. UP UP TO 2.0% \ CHANGE CHANGE EXISTING CURB TO 4% CHANGE TO ROPOSED PAR ' w CURB AND GUTTER °;. a AND GUTTER \ \\ J FLOW LINE PROFILE "TABLE" -TWIN PERPENDICULARS 12 TYPICA TABLING o ° :^. 3" MIN. ° a: o 311 MIN. °' REA \ w o PEDESTRIAN RAMP':a;:o.°.° cr \ w ~ UP TO 2.0% MAX. OR UP o 0 0 UP TO 2.0% SAWCUT TO 4% CHANGE CHANGE T/2 \\1.0% MIN. FLOW LINE PROFILE "TABLE" - FAN PROPOSED PAR CURB CURB AND GUTTER LANDING \\ 5.0% MAX. AND GUTTER REINFORCEMENT PEDESTRIAN RAMP PEDESTRIAN RAMP 04 CURB RAMP REINFORCEMENT DETAILS @@ 1.0% MIN.1.0% MIN. 1.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. 36" MAX. FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS 3" LANDING ° 2' PEDESTRIAN RAMP LANDING 1.0% MIN. 1.0% MIN. 1.0% MIN. 36" MAX. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. CURB LINE AND ROAD CROSSING ADJUSTMENTS ;'.a`•.° 1z" �`��e..° 3„ \ FLOW LINE PROFILE RAISE - FAN ` 12" 36" MAX. MAX. MAX. 36" MAX. 12 -- GENERAL NOTES: 12" 12" 12" 3„ "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION SEPARATE LANDING 311 0 AND THE PROJECT SCOPE ALLOWS. POUR REINFORCEMENT RECONSTRUCTION PROJECTS:ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. NOTES: MILL & OVERLAY PROJECTS. "TABLING" OF FLOW LINES,IN FRONT OF THE PEDESTRIAN RAMP,IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. 1 WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO O TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE(RUNNING THE FOLLOWING CRITERIA; SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. 1)1.0% MIN. CROSS -SLOPE OF THE ROAD FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. 2)5.07 MAX.CROSS-SLOPE OF THE ROAD 0DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)AT 36" MAXIMUM CENTER TO CENTER MINIMUM 3)"TABLE" FLOW LINE UP TO 47 CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 12" SPACING FROM CONSTRUCTION JOINTS. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. BARS TO BE PAID BY EACH. 4)UP TO 27 CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP Q DRILL AND GROUT 2 - N0. 4 X 12" LONG (6" EMBEDDED) REINFORCEMENT BARS (EPDXY COATED). STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS. BARS TO BE PAID BY EACH. ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. Q THIS CURB LINE REINFORCEMENT DETAIL SHALL BE USED ON BITUMINOUS ROADWAYS. FOR CONCRETE ROADWAYS, SEE NOTE E. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 5 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT O 1)1.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD OF ADJACENT CONCRETE. LINE MAX.(ONEITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE 6 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF 2)50 RECOMMENDED 3) 5.0% RECOMMENDED AX. FLOW LINE O 4)LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL ADJACENT CONCRETE. REVISION: PLAN 5-297.250 6 OF s PEDESTRIAN CURB RAMP DETAILS M11STANDARD APPROVED: 11-04-2021 L� APPROVED: 11-04-2021 y�i Fp4JER MINN@SOYA aft,,, REVISED: l (/ �f dh DEPAROF TMENT yn' STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS OPERATIONS DIVISION DES TRANSPORTATION STATE N ENGINEER I HEREBY HISPLAN,EPE"`ATI°N, OR REPORT WAS PREPARED ANO THATI Agq��ypppA DULY LICENSED BV�F����F%E�E�OR`UN ERy/IV RECT St91L1 IN Er! a q}I 7/1[sTaTCpl�na 2040 HIGHWAY I2 EAST LTON W LLMAR, MINNESOTA 56201 �I`NI° ,' - } �[ 1 oRnwNLJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET UC I Ut/ Phone: (3201231-3956anticclla �T DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C1.17 DETAILS M E N K Emailwww.bolton- JUST (Vpdq$�. �^ /'�� 11d515� 1 U, Il b6/l9/2023 en-menk.com www.Bolton-menk.com IINT PRoJ.No. PEDESTRIAN CURB RAMP O1 A © NOTES: 11 B 1 ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURE FROM BACK OF CURB. OT OT IN URBAN ROADWAY SECTIONS,6" CURB HEIGHT SHOULD BE USED WHEN WOR GREATER BOULEVARD WIDTH 1.57 Q9 5.0- PAR © IS PROPOSED. WHEN BOULEVARD IS LESS THAN 6'WIDE,4" CURB HEIGHT SHOULD BE USED. _ 1.5X Q9 5.0'PAR Q8 _ ^ 0— — MAINTAIN EXISTING DRAINAGE PATTERNS FLOWING TO PUBLIC RIGHT OF WAY. am lLJ ACQUIRE ADEQUATE L3 TO ALLOW FOR A CONTINUOUS PAR PROFILE (UNIFORM TYPICAL SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. IN NO CASE SHALL SIDEWALK PROFILES EXCEED 5.0%. EXCEPT SIDEWALK PROFILES CAN MATCH ROADWAY WALKABLE5 WALKABLE O GRADE IF ROADWAY GRADE IS GREATER THAN 5.OX.RAMPS FOR DRIVEWAYS ARE REQUIRED TO FOLLOW THE NON -WALKABLE NON -WALKABLE O 0 SURFACE SURFACE ABOVE SIDEWALK CRITERIA. SURFACE SURFACE CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE (PAR). 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. 114) 1 DRIVEWAY TYPES FROM MOST PREFERRED TO LEAST PREFERRED ARE AS FOLLOW& PERPENDICULAR, TIERED PERPENDICULAR. TIERED PERPENDICULAR OFFSET & PARALLEL. B O1 PERPENDICULAR DRIVEWAYS ARE THE STANDARD AND STARTING POINT FOR ALL DRIVEWAY DESIGN AND TIERED PERPENDICULAR OFFSET DRIVEWAY Q CONSTRUCTION. SHOULD BE USED TO ACHIEVE CONTINUOUS PAR PROFILE THROUGH THE DRIVEWAY. OBTAINING A PERPENDICULAR DRIVEWAY DESIGN BECOMES MORE CRITICAL WITH STEEP ROADWAY PROFILES. PERPENDICULAR DRIVEWAY Q O2 TO BE USED WHEN PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED, THE DRIVEWAY PAR IS BELOW ROADWAY CURB HEIGHT. THIS DRIVEWAY TYPE CAN BE USED FOR BOTH PAVED (AS SHOWN)AND GRASS BOULEVARDS. ©� O WHEN ATYPE I2 ESHOU SBENUSED NTD C BE USED FOR NEGATIVELSLOPED DRIVEWAYSRDW CURB LD RAISE PAREABOVE g I O11 GUTTER AND REDUCE "ROLLER COASTER" EFFECT. 4" HIGH ROADWAY CURB SHOULD BE USED TO REDUCE B "ROLLER COASTER" EFFECT ESPECIALLY WHEN MULTIPLE DRIVEWAYS ARE PRESENT. TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 5 8% STANDARD, 10% MAX. FOR COMMERCIAL AND 12X MAX. FOR RESIDENTIAL. SEE GENERAL NOTES ON SHEET 2 8 1.5x. 9 5.0' MIN. ,� O O O FOR MORE INFORMATION. © CONTINUED ISLIGHTELY ^ 1.57 9 5.0' PAR 8 ^ O O FOREVER ICAL CLEARANNCHE E. IF EXISTINGEDRIVEWAYOIS DRAINING, 53 CAN BECOME MORE -- V NEGATIVE TO ACHIEVE PERPENDICULAR DRIVEWAY DESIGN IF THE VERTICAL CLEARANCE IS ACHIEVED IN VEHICLE TEMPLATES. Q7 1:3 MIN. 1:5 PREFERRED FOR DRIVEWAY RETROFIT PROJECTS. 1:10 PREFERRED FOR SIDEWALK REPLACEMENT ` PROJECTS. ® 5.0•MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE C REDUCED TO 4.5'OR 4'MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. © © © ® PARALLEL DRIVEWAY Q 9 THE PEDESTRIAN ACCESS ROUTE, MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. I QO SIDEWALK OFFSET TO BE LESS THAN OR EQUAL TO HALF THE APPROACHING SIDEWALK WIDTH. 11 INTEGRAL DRIVEWAY APRON TO BE POURED MONOLITHICALLY/INTEGRAL WITH THE CURB AND GUTTER. B..] SEE SHEET 2 FOR MORE INFORMATION. TIERED PERPENDICULAR DRIVEWAY O LEGEND © SEE SHEET 2 FOR CURB TYPE INFORMATION. © 0" CURB IS AT FLOW LINE. SEE DRIVEWAY TABLE FOR BACK OF CURB HEIGHTS. WITH 4" CURB HEIGHT; F INDICATES DRIVEWAY RAMP - SLOPE SHALL ® 3' LONG AT 8-10X PREFERRED FOR INITIAL CURB TAPER. REDUCE CURB TAPER SLOPE IF NECESSARY TO MATCH 3'MIN AT IOX S1 BE GREATER THAN 2.0% AND LESS THAN 5.OX ADJACENT SIDEWALK GRADES. ® MATCH FULL CURB HEIGHT. 4' MIN AT 8X S1 WITH 6" CURB HEIGHT; IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.OX ® 1:2 TAPER RATE ON INTEGRAL DRIVEWAY APRONS. 5'MIN AT S1 5.0- ® VARIABLE SEE SHEET 4 FOR WHEN 6" WALK IS REQUIRED. 8Y. 6' MIN AT 8Z Sl PAR TIE-IN APRON 4 T 7 SECTION A -A MATCH INPLACE DRIVEWAY MATERIAL 1.5% 09 5.0' PAR © 6" CONCRETE WALK QF �QF 4" MINIMUM AGGREGATE BASE 2' MINIMUM 5.0• © VARIABLE © •' 4 1: N ------------------- © © © ® :::•.�. : 1�.; . PAR TIE-IN ® APRON,... R. :'::°'�.:•:: �� - TYPICAL SIDEWALK SECTION10 .: ,. =`R INTEGRAL DRIVEWAY APRON SECTION B -B MATCH INPLACE DRIVEWAY MATERIAL © 8" CONCRETE VARIABLE VARIABLE 5'0' ® VARIABLE COMMERCIAL DRIVEWAY 6" CONCRETE 4" MINIMUM RESIDENTIAL DRIVEWAY AGGREGATE BASE 4" MINIMUM 5.0' MIN VARIABLE TIE-IN GUTTER CURB PAR PAN APRON AGGREGATE BASE ' Z. •�: •moi'' ! : i • 4 i TIE-IN •• *.� . e•��•, a j• •� *.� . e•��•, a j. ® PAR MATCH INPLACE SECTION D -D DRIVEWAY MATERIAL Z.;� ;J ; :': ,Y.; : ,L'•;� ;: ; :': S.; ; SECTION C -C MATCH INPLACE TYPICAL DRIVEWAY SECTIONS DRIVEWAY MATERIAL REVISION:�� STANDARD PLAN 5-297.254 1 OF 4 DRIVEWAY AND SIDEWALK DETAILS APPROVED: 11-04-20 MINN@SOTA APPROVED: 11-04-2021 REVISED: J PRE ERK OPERATIONS DriISIDN DEPARTMENT I OF TNO RBICKII STATE PROJ. N0. (TH ) SHEET NO. OF SHEETS STATE DES N ENGINEER TRANSPORTATION ENGINEER "ISYLAN,s"E`F`""°",DRREP°RTwASPREP"RED BV OR`UN ER /IV RECT SU PER ISI dANO THATI ADULY LICENSED T PR FE f d ! ST°p ESOTA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 II`"`O �' - T } [! pgpWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT b L U G I V •� Phone �� Monticeno "E.Eo 01.18 DETAILS Email: Willmar@bolton-menk.com r@bolt31-men M E N K JUST �(Vpdq$�. �^ /'�� 11d515� 1 u. I l b6/l9/2021 www.bolton-menk.com CLIINIPROJ No. _L L11 N DRIVEWAY AND SIDWALK 1 CURB BACK L1 L2 FLOW E3 LINE / SI S2 El SECTION A -A & B -B (REFER TO PREVIOUS SHEET) CURB L3 Q Eq E5 S3 u SECTION C -C (REFER TO PREVIOUS SHEET) CURB BACK FLOW LINE E1 E5 DW CURB TYPE 1 STANDARD CURB AT DRIVEWAY FLOW LINE DW CURB TYPE 2 VERTICALLY CONSTRAINED CURB BACK 1" CURB BACK 1" 1" NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. DW CURB TYPE 1 SHALL BE USED WHEN THE DRIVEWAY ACTS AS A PEDESTRIAN RAMP. THE MAX. APRON SLOPE MUST ADHERE TO ADA CRITERIA AS WELL. DW CURB TYPE 1 SHOULD BE USED IF THERE IS ON STREET PARKING. WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON)DIN CURB TYPE 2 CAN BE USED TO HELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. S1 BX STANDARD, 10% MAX. COMMERCIAL AND 12X. MAX. RESIDENTIAL. IF EXISTING GRADES ARE STEEPER DO NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/OR STEEPEN S3. S3 8% MAXIMUM, IF THIS SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGNS OF DRIVEWAYS. Q1 EXAMPLE SHOWN TO BE INCLUDED IN PLAN FOR EACH DRIVEWAY THAT HAS PAR THROUGH IT. O2 REFERS TO THE FOLLOWING TYPESi PERPENDICULAR DRIVEWAY, TIERED PERPENDICULAR OFFSE DRIVEWAY, TIERED PERPENDICULAR DRIVEWAY, PARALLEL DRIVEWAY, AND INTEGRAL DRIVEWAY APRON. O3 DW CURB TYPE 1 IS THE STANDARD AND SHALL BE THE STARTING POINT FOR ALL PERPENDICULAR AND TIERED DRIVEWAYS. DW CURB TYPE 2 SHALL ONLY BE USED AFTER UTILIZING BEST PRACTICES SUCH AS MAXIMIZING S1, S3, AND L3. O4 SHOULD BE DESIGNED AT 1.5%. OS ACQUIRE ADEQUATE L3 TO ALLOW FOR CONTINUOUS PAR PROFILE (UNIFORM SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. © PROVIDE INPLACE TIE—IN SLOPE INFORMATION AT BACK OF PROPOSED WALK (S3 AREA). OT INFORMATION TO BE INCORPORATED INTO DRIVEWAY TABLE WHEN INTEGRAL DRIVEWAY APRON IS USED. OTHER CURB HEIGHTS & CURB APRON LENGTHS CAN BE USED. © LI & S1 FOR INTEGRAL DRIVEWAY APRON IS TO FLOWLINE.12.57 IS MAXIMUM PREFERRED SLOPE. 9O TIE ADJACENT SECTIONS. CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. DRILL AND GROUT OR CAST IN—PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING WITH 2" MINIMUM CONCRETE COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINT. L2 L3 Q E4 E5 FLOW LINE r� Ll -T- L2 sz -, E2 53 GUTTER FACE CURB BACK E2 E3 6% EI sl S2 SECTION D—D """"""---- (REFER TO PREVIOUS SHEET) 9 INTEGRAL DRIVEWAY APRON (IDA) TYPICAL INTEGRAL DRIVEWAY APRON Q CURB TYPE DRIVEWAY TABLE O DRIVEWAY STATION SIDE TYPEQ 2 CURB LI TYPE O E1 E2 FT S1 L2 % E3 FT S2 4 % L3 5 S3 EXISTING 6 E4 FT E5 COMMENTS 1.67 +0.16 10 IDA 324 2 +0.24 12.5 IDA 432 2.67 1 +0.33 12.5 OPERATIONSDIVISION CURB BACK L1 L2 FLOW E3 LINE / SI S2 El SECTION A -A & B -B (REFER TO PREVIOUS SHEET) CURB L3 Q Eq E5 S3 u SECTION C -C (REFER TO PREVIOUS SHEET) CURB BACK FLOW LINE E1 E5 DW CURB TYPE 1 STANDARD CURB AT DRIVEWAY FLOW LINE DW CURB TYPE 2 VERTICALLY CONSTRAINED CURB BACK 1" CURB BACK 1" 1" NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. DW CURB TYPE 1 SHALL BE USED WHEN THE DRIVEWAY ACTS AS A PEDESTRIAN RAMP. THE MAX. APRON SLOPE MUST ADHERE TO ADA CRITERIA AS WELL. DW CURB TYPE 1 SHOULD BE USED IF THERE IS ON STREET PARKING. WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON)DIN CURB TYPE 2 CAN BE USED TO HELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. S1 BX STANDARD, 10% MAX. COMMERCIAL AND 12X. MAX. RESIDENTIAL. IF EXISTING GRADES ARE STEEPER DO NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/OR STEEPEN S3. S3 8% MAXIMUM, IF THIS SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGNS OF DRIVEWAYS. Q1 EXAMPLE SHOWN TO BE INCLUDED IN PLAN FOR EACH DRIVEWAY THAT HAS PAR THROUGH IT. O2 REFERS TO THE FOLLOWING TYPESi PERPENDICULAR DRIVEWAY, TIERED PERPENDICULAR OFFSE DRIVEWAY, TIERED PERPENDICULAR DRIVEWAY, PARALLEL DRIVEWAY, AND INTEGRAL DRIVEWAY APRON. O3 DW CURB TYPE 1 IS THE STANDARD AND SHALL BE THE STARTING POINT FOR ALL PERPENDICULAR AND TIERED DRIVEWAYS. DW CURB TYPE 2 SHALL ONLY BE USED AFTER UTILIZING BEST PRACTICES SUCH AS MAXIMIZING S1, S3, AND L3. O4 SHOULD BE DESIGNED AT 1.5%. OS ACQUIRE ADEQUATE L3 TO ALLOW FOR CONTINUOUS PAR PROFILE (UNIFORM SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. © PROVIDE INPLACE TIE—IN SLOPE INFORMATION AT BACK OF PROPOSED WALK (S3 AREA). OT INFORMATION TO BE INCORPORATED INTO DRIVEWAY TABLE WHEN INTEGRAL DRIVEWAY APRON IS USED. OTHER CURB HEIGHTS & CURB APRON LENGTHS CAN BE USED. © LI & S1 FOR INTEGRAL DRIVEWAY APRON IS TO FLOWLINE.12.57 IS MAXIMUM PREFERRED SLOPE. 9O TIE ADJACENT SECTIONS. CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. DRILL AND GROUT OR CAST IN—PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING WITH 2" MINIMUM CONCRETE COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINT. L2 L3 Q E4 E5 FLOW LINE r� Ll -T- L2 sz -, E2 53 GUTTER FACE CURB BACK E2 E3 6% EI sl S2 SECTION D—D """"""---- (REFER TO PREVIOUS SHEET) 9 INTEGRAL DRIVEWAY APRON (IDA) TYPICAL INTEGRAL DRIVEWAY APRON Q CURB TYPE L1 FT E2 SIO '/, IDA 216 1.33 +0.16 12.5 IDA 220 1.67 +0.16 10 IDA 324 2 +0.24 12.5 IDA 432 2.67 1 +0.33 12.5 REVISION: STANDARD PLAN 5-297.254 1 2 OF 4 DRIVEWAY AND SIDEWALK DETAILS 5 2APPROVED: 11-04-20APPROVED: _ __gi�A&w MINN@SOTA 11-04-2021 REVISED: OPERATIONSDIVISION DEPARTMENT OF DOSBICKGINEER STATE PROJ. N0. (TH ) SHEET N0. OF SHEETS TRANSPORTATION STATE EIREBYEERTIFY HIB""N,BPE"" "T'°",DR REPORT PREPARED BV OR UN ERT"VT RECT ySt9sLl ANDJT+H�AT I"��'PA DULY LICENSED b sT 1 pr,�Es°TA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 ofll �� L CRAW" [ T}' [.1'PR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (3201231-3956 �/� c"ECKEp Mont 1.19 '•w JUST (Vpdq$�. �^ /'�� GANiSA8 1 11.b6/l9/2023 M E N K Emailwww.barton-men-menk.com www.bolton-menk.com 11 till �J D, NO DETAILS >± o DRIVEWAY AND SIDWALK 2 6 IN. WAL QUADRANT TIERED PERPENDICULAR DRIVEWAY PARALLEL DRIVEWAY TIERED PERPENDICULAR OFFSET DRIVEWAY INTEGRAL DRIVEWAY APRON Q J � Q p W Z > LSI ' d W (_ r PRIVATE CONCRETE COMMERCIAL/ALLEY ENTRANCE SIDEWALK LONGITUDINAL JOINT TIE BAR TABLE SIDEWALK SIDEWALK TIE BAR LENGTH SPACING WIDTH, W HICKNESS, T SIZE > 7' 4" No.4 1 12" 24" >10, 6" No.4 1 12" 36" A HALF PLAN PERSPECTIVE PERPENDICULAR DRIVEWAYS WITH GRASS BOULEVARDS 12" PLAN VIEW 7 36"SIDEWALK SIDEWALK MAX.— REPLACEMENT SIDEWALK �:F SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFILE VIEW T T/2 6' 4" SIDEWALK (TYPICAL) TRANSVERSE SIDEWALK TIE BAR REINFORCEMENT RETROFITS ONLY FOR 4" CONCRETE ONLY:CAST IN PLACE BARS MUST BE SUPPORTED WITH P -STAKES OR REINFORCEMENT BASKETS FOR FULL WIDTH CONCRETE PLACEMENTS. FOR 6" CONCRETE ONLY: DRILL AND GROUT OR CAST IN PLACE THROUGH HOLES IN THE FORMS REQUIRED FOR STAGED ADJACENT CONCRETE PLACEMENTS. REVISION: 12-23-2021 APPROVED. 11-04-2I --- Qi;M9E _C).� OPENATIM DIVISION I HEREBY CERTIFY THAT THIS PLAN, �PECIFICATION, OR REPORT WAS NNO PREPARED I 11 RUSTf&R Cr,,,, JUS HI N. ansa rub I oIl9/2023 SIDEWALK SECTION VIEW T/2 6" LONGITUDINAL SIDEWALK REINFORCEMENT JOINTS DRIVEWAY PAVEMENT U LENGTH VARIES 5.0 FT. - 0.06 FT./FT. 0.015 FT./FT SLOPE OB SECTION A -A SECTION THRU DRIVEWAY 4O 4 411 OR 611 SIDEWALK — WHEN 6" OR B" THICKNESS MATCHING DRIVEWAY INTO THICKNESS CONCRETE SECTION B -B ENTRANCE SECTION THRU SIDEWALK RA I THICKNESS TRANSITION 2' MINIMUM PI TOPSOIL PEDESTRIAN ACCESS ROUTE TOPSOIL 0.015 FT./FT. 0.25 FT./FT. t_. .................. : . SLOPE 0 "-"fes USE IN ALL FILL SECTIONS, USE WHEN PAR IS BITUMINOUS, 1' 1� USE WHEN PAR IS BITUMINOUS, OR WHEN SIDEWALK WIDTH IS OR WHEN SIDEWALK WIDTH IS GREATER THAN 6'. GREATER THAN 6'AND IF ROW TYPICAL GRADING SECTION IS AVAILABLE. (NOT USED WHEN CONFINED BY CURB, BUILDING, WALL, ETC.) NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. TO MINIMIZE SIDEWALK "ROLLER COASTER" EFFECT IT IS DESIRABLE TO KEEP THE PAR ELEVATION CONTINUOUS OR AT LEAST IN THE UPPER HALF OF CURB HEIGHT. 4" HIGH CURB SHOULD BE USED INSTEAD OF 6" HIGH CURB TO HELP THIS PROBLEM WHEN APPLICABLE. 4" HIGH ADJACENT CURB IS PREFERRED WHEN BOULEVARDS 4'OR LESS ARE PRESENT MEASURED FROM THE BACK OF CURB. WHEN THE DRIVEWAY IS SLOPING DOWN FROM THE ROADWAY (NEGATIVE)4" HIGH ADJACENT CURB SHOULD ALSO BE USED. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGN OF DRIVEWAYS. Q1 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. DRIVEWAY EXPANSION SHALL BE PLACED AT TOP OR BOTTOM OF TRANSITION PANEL. Q2 CONSTRUCT WITH EXPANSION MATERIAL MNDOT PER SPEC. 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. MAXIMUM ONE EXPANSION PER DRIVEWAY PLACED AT EITHER TOP OR BOTTOM OF CONCRETE THICKNESS TRANSITION. IF MULTIPLE DRIVEWAYS EXIST PLACE ONE EXPANSION BETWEEN EACH DRIVEWAY. IF NO DRIVEWAY EXIST PLACE A MAXIMUM OF ONE EXPANSION PER 150'OF SIDEWALK RUN. Q3 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. 8TRANSITION DRIVEWAY THICKNESS TO WALK THICKNESS. IF THERE IS A CONSTRUCTION JOINT AND NO EXPANSION IS USED, INSTALL TIE BARS. TRANSITION CURB RAMP THICKNESS TO WALK THICKNESS. © MATCH INPLACE DRIVEWAY WIDTH, MATERIAL TYPE AND THICKNESS. O7 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS. CONCRETE PANEL SIZE SHOULD NOT EXCEED 11/2 :1 LENGTH X WIDTH. B1 SF FOR 6" CONCRETE DRIVEWAY WITH 9'X9'MAXIMUM PANEL SIZE. 144 SF FOR B" CONCRETE DRIVEWAY WITH 12'X12'MAXIMUM PANEL SIZE. MATCH DRIVEWAY APRON AND SIDEWALK JOINTS. © THE PEDESTRIAN ACCESS ROUTE CROSS -SLOPE, SHALL NOT EXCEED 0.02 FT./FT.AS CONSTRUCTED. 9Q 1e10 MIN. SIDEWALK OFFSET TAPER REQUIRED FOR SIDEWALK REPLACEMENT PROJECTS. lea MIN. AND les MIN. PREFERRED SIDEWALK OFFSET TAPER FOR DRIVEWAY REPLACEMENT. @0 LANDING REQUIRED, SEE NEXT SHEET FOR MORE INFORMATION. OI CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SECTIONS SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. ENGINEER'S APPROVAL REQUIRED FOR MONOLITHIC PLACEMENTS. ® DRILL AND GROUT NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. V MINIMUM FROM ADJACENT CONCRETE JOINTS. BARS TO BE ADJUSTED TO MATCH SIDEWALK GRADES. TO BE PAID BY EACH. ® DRILL AND GROUT OR CAST IN-PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1'MINIMUM FROM ADJACENT CONSTRUCTION JOINTS.1'MINIMUM FROM ADJACENT CONCRETE JOINTS. milSTANDARD PLAN 5-297.254 1 3 OF 4 DRIVEWAY AND SIDEWALK DETAILS APPROVED: 11-04-2021 M INN @ S OTA I REVISED: 12-23-2021 DEPARTMENT OF.reO3-1 '„ ESTATE PROJ. N0. (TH ) SHEET NO. OF SHEETS :3O LTO N 2040 HIGHWAY 12 EAST wN WILLMAR, MINNESOTA 56201 � � 115� E� �c M E N K Phone: (32012.In .n IVlonticclla RIENT"SL No Email: Willmar@bolton-menk.com www.bolton-menk.com MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS DRIVEWAY AND SIDWALK 3 SHEET C1.2 q C & G Q o> s-°' a RESIDENTIAL Z, -` ENTRANCE INTERMEDIATE LJ CURB HEIGHT O_ 3 0 Q J � Q p W Z > LSI ' d W (_ r PRIVATE CONCRETE COMMERCIAL/ALLEY ENTRANCE SIDEWALK LONGITUDINAL JOINT TIE BAR TABLE SIDEWALK SIDEWALK TIE BAR LENGTH SPACING WIDTH, W HICKNESS, T SIZE > 7' 4" No.4 1 12" 24" >10, 6" No.4 1 12" 36" A HALF PLAN PERSPECTIVE PERPENDICULAR DRIVEWAYS WITH GRASS BOULEVARDS 12" PLAN VIEW 7 36"SIDEWALK SIDEWALK MAX.— REPLACEMENT SIDEWALK �:F SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) PROFILE VIEW T T/2 6' 4" SIDEWALK (TYPICAL) TRANSVERSE SIDEWALK TIE BAR REINFORCEMENT RETROFITS ONLY FOR 4" CONCRETE ONLY:CAST IN PLACE BARS MUST BE SUPPORTED WITH P -STAKES OR REINFORCEMENT BASKETS FOR FULL WIDTH CONCRETE PLACEMENTS. FOR 6" CONCRETE ONLY: DRILL AND GROUT OR CAST IN PLACE THROUGH HOLES IN THE FORMS REQUIRED FOR STAGED ADJACENT CONCRETE PLACEMENTS. REVISION: 12-23-2021 APPROVED. 11-04-2I --- Qi;M9E _C).� OPENATIM DIVISION I HEREBY CERTIFY THAT THIS PLAN, �PECIFICATION, OR REPORT WAS NNO PREPARED I 11 RUSTf&R Cr,,,, JUS HI N. ansa rub I oIl9/2023 SIDEWALK SECTION VIEW T/2 6" LONGITUDINAL SIDEWALK REINFORCEMENT JOINTS DRIVEWAY PAVEMENT U LENGTH VARIES 5.0 FT. - 0.06 FT./FT. 0.015 FT./FT SLOPE OB SECTION A -A SECTION THRU DRIVEWAY 4O 4 411 OR 611 SIDEWALK — WHEN 6" OR B" THICKNESS MATCHING DRIVEWAY INTO THICKNESS CONCRETE SECTION B -B ENTRANCE SECTION THRU SIDEWALK RA I THICKNESS TRANSITION 2' MINIMUM PI TOPSOIL PEDESTRIAN ACCESS ROUTE TOPSOIL 0.015 FT./FT. 0.25 FT./FT. t_. .................. : . SLOPE 0 "-"fes USE IN ALL FILL SECTIONS, USE WHEN PAR IS BITUMINOUS, 1' 1� USE WHEN PAR IS BITUMINOUS, OR WHEN SIDEWALK WIDTH IS OR WHEN SIDEWALK WIDTH IS GREATER THAN 6'. GREATER THAN 6'AND IF ROW TYPICAL GRADING SECTION IS AVAILABLE. (NOT USED WHEN CONFINED BY CURB, BUILDING, WALL, ETC.) NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. TO MINIMIZE SIDEWALK "ROLLER COASTER" EFFECT IT IS DESIRABLE TO KEEP THE PAR ELEVATION CONTINUOUS OR AT LEAST IN THE UPPER HALF OF CURB HEIGHT. 4" HIGH CURB SHOULD BE USED INSTEAD OF 6" HIGH CURB TO HELP THIS PROBLEM WHEN APPLICABLE. 4" HIGH ADJACENT CURB IS PREFERRED WHEN BOULEVARDS 4'OR LESS ARE PRESENT MEASURED FROM THE BACK OF CURB. WHEN THE DRIVEWAY IS SLOPING DOWN FROM THE ROADWAY (NEGATIVE)4" HIGH ADJACENT CURB SHOULD ALSO BE USED. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGN OF DRIVEWAYS. Q1 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. DRIVEWAY EXPANSION SHALL BE PLACED AT TOP OR BOTTOM OF TRANSITION PANEL. Q2 CONSTRUCT WITH EXPANSION MATERIAL MNDOT PER SPEC. 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. MAXIMUM ONE EXPANSION PER DRIVEWAY PLACED AT EITHER TOP OR BOTTOM OF CONCRETE THICKNESS TRANSITION. IF MULTIPLE DRIVEWAYS EXIST PLACE ONE EXPANSION BETWEEN EACH DRIVEWAY. IF NO DRIVEWAY EXIST PLACE A MAXIMUM OF ONE EXPANSION PER 150'OF SIDEWALK RUN. Q3 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. 8TRANSITION DRIVEWAY THICKNESS TO WALK THICKNESS. IF THERE IS A CONSTRUCTION JOINT AND NO EXPANSION IS USED, INSTALL TIE BARS. TRANSITION CURB RAMP THICKNESS TO WALK THICKNESS. © MATCH INPLACE DRIVEWAY WIDTH, MATERIAL TYPE AND THICKNESS. O7 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS. CONCRETE PANEL SIZE SHOULD NOT EXCEED 11/2 :1 LENGTH X WIDTH. B1 SF FOR 6" CONCRETE DRIVEWAY WITH 9'X9'MAXIMUM PANEL SIZE. 144 SF FOR B" CONCRETE DRIVEWAY WITH 12'X12'MAXIMUM PANEL SIZE. MATCH DRIVEWAY APRON AND SIDEWALK JOINTS. © THE PEDESTRIAN ACCESS ROUTE CROSS -SLOPE, SHALL NOT EXCEED 0.02 FT./FT.AS CONSTRUCTED. 9Q 1e10 MIN. SIDEWALK OFFSET TAPER REQUIRED FOR SIDEWALK REPLACEMENT PROJECTS. lea MIN. AND les MIN. PREFERRED SIDEWALK OFFSET TAPER FOR DRIVEWAY REPLACEMENT. @0 LANDING REQUIRED, SEE NEXT SHEET FOR MORE INFORMATION. OI CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SECTIONS SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. ENGINEER'S APPROVAL REQUIRED FOR MONOLITHIC PLACEMENTS. ® DRILL AND GROUT NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. V MINIMUM FROM ADJACENT CONCRETE JOINTS. BARS TO BE ADJUSTED TO MATCH SIDEWALK GRADES. TO BE PAID BY EACH. ® DRILL AND GROUT OR CAST IN-PLACE THROUGH HOLES IN THE FORMS NO.4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1'MINIMUM FROM ADJACENT CONSTRUCTION JOINTS.1'MINIMUM FROM ADJACENT CONCRETE JOINTS. milSTANDARD PLAN 5-297.254 1 3 OF 4 DRIVEWAY AND SIDEWALK DETAILS APPROVED: 11-04-2021 M INN @ S OTA I REVISED: 12-23-2021 DEPARTMENT OF.reO3-1 '„ ESTATE PROJ. N0. (TH ) SHEET NO. OF SHEETS :3O LTO N 2040 HIGHWAY 12 EAST wN WILLMAR, MINNESOTA 56201 � � 115� E� �c M E N K Phone: (32012.In .n IVlonticclla RIENT"SL No Email: Willmar@bolton-menk.com www.bolton-menk.com MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT DETAILS DRIVEWAY AND SIDWALK 3 SHEET C1.2 FACE OF BUILDING--\ 1 SIDEWALK SIDEWALK OT PAR PROFILELANDING PAR PROFILE lie PAVED MAX 5% MAX 2% MAX 5% I I BOULEVARD 4 9 03 Q4 90 LONGITUDINAL CROSS SLOPE LONGITUDINAL SLOPE (POSITIVE SLOPE (POSITIVE OR NEGATIVE) OR NEGATIVE) CURB BACK .... .. .. .. . ... . ..... .. --- ------ 1.5% SECTION VIEW B -B FACE OF BUILDING 4, 4 (ABOVE DOORWAY) .. 4. 21 :q. 4 4- 4. 4'. 4' . . 6" CONCRETE WALK DOWNTOWN SIDEWALK TYPICAL SECTION LATCH SIDE OF DOOR DOORWAY---,,,. 2 --\ HINGE SIDE DOORWAY OF DOOR A 16 Ld WALK TO MEET FLUSH WITH BOTTOM OF DOORWAY THRESHOLD B B SLIP FORM SILL FIXED FORM SILL 611 WALK 1.5% X LJ 0> k SILL CURB SHOULD BE USED AT ALL LOCATIONS WHEN CONCRETE WALK IS AT BACK OF CURB, INCLUDING PAVED BOULEVARD. DOORWAY THRESHOLD SILL CURB SHALL NOT BE USED IN CURB RAMP AND DRIVEWAY AREAS, INCLUDING CONCRETE FLARES. �AREA Ax M3: LANDING SILL CURB WITH 4" WALK CAN USE FIXED OR SLIP FORM OPTIONS. A IDOORWAY BUILDING FOUNDATION WIDTH + 2 SECTION VIEW A -A NOTES: PLAN VIEW DOORWAY 6" WALK IS REQUIRED: 1) IN ALL SIDEWALK LOCATIONS WHERE VARIABLE SLOPED CONCRETE BOULEVARDS ARE PAVED, SUCH AS COMMERCIAL (STORE FRONT, DOWNTOWN) AREAS. 2) ANYTIME DRILL AND REINFORCEMENT IS USED TO TIE LONGITUDINAL JOINTS TOGETHER. FACE OF BUILDING 3) TO ELIMINATE LONGITUDINAL JOINT WHEN INCREASING PANEL SIZE OVER 36SF. 4) AT LOCATIONS WHERE MAINTENANCE EQUIPMENT WILL SUBJECT CONCRETE TO HEAVY LOADS. BUILDING BUILDING u"TIR ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. DOORWAY FACE -:�� SEAL JOINT WITH APPROVED FIELD ADJUST SIDEWALK PROFILES TO MEET ALL DOORWAY THRESHOLDS. "CLEAR OR GREY IN COLOR" SILICONE SIDEWALK MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING TO THE ROADWAY. A VARIABLE SEE SPECIAL PROVISIONS FOR SILICONE SPECIFICATIONS. o ALCOVE 1/2" PREFORMED01 LANDING CRITERIA IS REQUIRED FOR ALL DOORS, STEPS, AND PRIVATE WALKS. FEASIBILITY DECREASES WITH NARROWER BOULEVARDS AND STEEPER JOINT MATERIAL 4, 4 1/4" RS SIDEWALK PROFILES. 18" MIN. WHEN DOOR SWINGS OUTWARD FROM BUILDING. 12" MIN WHEN DOOR SWINGS INWARD FROM BUILDING. Ld F— 4 6 - MIN. PAR REQUIRED WHEN ADJACENT TO BUILDINGS. CL < w .4 Oq 2/3 PAR TO 1/3 BOULEVARD SHOULD BE USED WHEN FEASIBLE.HOLD UNIFORM BOULEVARD WIDTH. 4' PREFERRED MINIMUM BOULEVARD. xx L) c.D Q5 IX -5V FOR THE MAJORITY OF THE BLOCK.WITH EXCEPTIONS UP TO B/ IN CONSTRAINED AREAS. <v) CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. LEAVE A MINIMUM Yj' TOP GAP AND SEAL WITH MNDOT APPROVED 6" CONCRETE WALK SILICONE PER MNDOT SPEC 3T22. Cr0> ILLJ TO MINIMIZE VIBRATION AND ROLLING RESISTANCE, AREA SHALL BE FREE OF PAVERS, STAMPED CONCRETE, AND/OR EXCESSIVE JOINTING. uj BUILDING JOINT SEAL (INCIDENTAL) 27 MAX. PER BUILDING CODE. IF GREATER THAN 27, FLATTEN AS FEASIBLE. �n = 2! 09 FORM CONTRACTION JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANEL SIZE. CONRETE PANEL SIZE SHOULD NOT EXCEED IY2 :I LENGTH X WIDTH. DRILL AND GROUT NO. 4 X 8" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED V MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. I'MINIMUM FROM ADJACENT CONCRETE JOINTS. TIE BARS SHALL BE EMBEDDED 41, WITH 21, MINIMUM CONCRETE COVER AND ARE INCIDENTAL TO SILL PLACEMENT. 5' MIN. CENTERED ON DOORWAY @ FURNISH AND INSTALL THE FULL WIDTH OF THE TOP OF SILL A MINIMUM 2ML THICK POLYTHENE SHEETING. @ USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. PLAN VIEW DOORWAY WITH ALCOVE @ DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. 6"WALK. 5" MIN. FOR B424; T" MIN. FOR B624 SIDEWALK LANDING REQUIREMENTS (D 4" WALK. 7" MIN. FOR 8424; 9" MIN. FOR 8624 @ DRILL AND GROUT NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. REVISION:STANDARD PLAN 5-297.254 4 OF 4 DRIVEWAY AND SIDEWALK DETAILS M11 APPROVED: 11-04-20:U w F__ APPROVED: 11-04-2021 mimmeSOTA REVISED: r1* FA OPERATIONS DIVISM , DEPARTMENTOF THO icri ISTATE PROJ.NO. (TH SHEET NO. OF SHEETS TRANSPORTATION STATE D4ESN ENGINEER I H EREBI 1Y T11 TH 11 11N, IP111 I 1IT11N, 1111 111T 1� I E Y bfTR, `011 IR 'TTf& III P11PA111 I LICENSED 2040 HIGHWAY 12 EAST WILLMA R, MINNESOTA 56201 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET Im , j"OLTON Phon Phone: (320� 231-3956 1)1 flo Mont'fcc DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C1.21 DETAILS M E N K -a 1: wilimar@bolton-menk.com JUSTCI(yn QtlQn 8trU. 9/2023 - www.bolton-menk.com Ll N. / DRIVEWAY AND SIDEWALK 4 STORMWATER COMPANY CONTACT PERSON PHONE OWNER: LEGEND MATT LEONARD POLLUTION PREVENTION SWPPP DESIGNER: Bolton & Menk, Inc. JUSTIN KANNAS 320-239-3156 CONTRACTOR: PLAN (SWPPP) TBD TBD Q 1 -MILE BOUNDARY TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M: CITY OF MONTICELLO MATT LEONARD PROJECT BOUNDARY DOWNTOWN ROADWAY VPROJECT IMPAIRED, SPECIAL OR PROTECTED WATERS & PEDESTRIAN IMPROVEMENTSOR CITY OF MONTICELLO LOCATION NATIONAL WETLANDS INVENTORY WRIGHT COUNTY, MINNESOTA ® CALCAREOUS FEN RECEIVING WATERS RESPONSIBLE PARTIES: The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA. The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of EMIRS to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1. The expected amount, frequency, intensity, and duration of precipitation. 2. The nature of stormwater runoff and run-on at the site 3. Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4. The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. PROJECT AREAS: COMPANY CONTACT PERSON PHONE OWNER: CITY OF MONTICELLO MATT LEONARD 763-271-3271 SWPPP DESIGNER: Bolton & Menk, Inc. JUSTIN KANNAS 320-239-3156 CONTRACTOR: TBD TBD TBD CONSTRUCTION SWPPP MANAGER: TBD TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M: CITY OF MONTICELLO MATT LEONARD 763-271-3271 The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of EMIRS to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1. The expected amount, frequency, intensity, and duration of precipitation. 2. The nature of stormwater runoff and run-on at the site 3. Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4. The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. PROJECT AREAS: QUANTITY UNIT Total Project Size (disturbed area) = 15.3 ACRES Existing area of impervious surface = 12.5 ACRES Post construction area of impervious surface = 12.5 ACRES Total new impervious surface area created = 0.1 ACRES Planned Construction Start Date: 07/01/2023 Estimated Construction Completion Date: 11/30/2024 PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created: Wet Sedimentation Basin Infiltration/Filtration Regional Pond X Permanent Stormwater Management Not Required PROJECT LOCATION: COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE WRIGHT T121N R25W 11 45.1822' -93.4744' BMP SUMMARY QUANTITY UNIT STABILIZED CONSTRUCTION EXIT 4 EACH STORM DRAIN INLET PROTECTION 90 EACH SILT FENCE, TYPE MS 1303 LIN FT SILT FENCE, TYPE HI 400 LIN FT SEDIMENT CONTROL LOG TYPE COMPOST 820 LIN FT SITE RESTORATION (PERMANENT SEEDING) 6244 SQYD ROLLED EROSION PREVENTION CAT 25 630 SOYD DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT: Construction activities include: Site grading, sanitary sewer, storm sewer and water main extensions, temporary erosion and sediment control, and permanent stabilization. Stormwater currently flows into city's existing storm water system and is discharged to the Mississippi River located north of the project. After construction is complete stormwater will be conveyed into the city's storm water system. This project includes the following storm water management BMPs storm water inlet protection, silt fence, sediment control log, erosion control blanket and mulch. I HEREBY CERTIFY THAT THIS —N, SPECIFICATION, OR REPORT WAS PREPARED BV "RUN ER� VO�RECTSIJPE IS( ICfd ANDeTIgppT LICENSE BOLTON 2040, MINNESOTA 12 EAST PR Er Ipp((`yyV�eeFrjjLLppE I STI ESOTA WILLhone MINNESOTA 56201 Phone: (320) 231-3956 JUST /'� � M E N K Email: Willmar@bolton-menk.com .u..- un, ru i G /l9/2023 w .bolton-menk.com RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1 -mile of the project boundary are identified on the USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated. TYPE (ditch, pond, Special, Prohibited, Flows to Impaired USEPA Approved NAME OF WATER BODY wetland, lake, etc.) Restricted Water t Water Within 1 -Mile Z Construction Relates TMDL MISSISSIPPI RIVER RIVER YES YES NO OTTER CREEK CREEK YES YES NO z Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. s Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction. 1) Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes. 2) Install perimeter sediment control, inlet protection, and construction exit. 3) Remove existing manholes, catch basin structure, bituminous roadway and strip topsoil. 4) Construct new sanitary sewer, storm sewer and watermain. 5) Surface restoration (concrete curb & gutter, sidewalk, landscaping, bituminous streets and turf establishment. 6) Temporary stabilize all disturbed areas immediately after construction temporarily or permanently stops. 7) Add additional temporary BMP's as necessary during construction based on inspection reports. 8) Ensure final stabilization measurers are complete. 9) Provide digital copy of all SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 10) Submit Notice of Termination (NOT) to MPCA. Note: the NOT must be submitted to MPCA before Final Stabilization is considered complete. CITY OF ■ M04 ce aFcc,"', Ao No. MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.01 STORMWATER POLLUTION PREVENTION PLAN PROJECT INFORMATION & LOCATION Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN RI00001 (Permit) as they apply to this project. All provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit. The full text of the Permit is available at: https://www.pca.state. m n. us/sites/defa u It/fi les/wq-strm2-80a.pdf SWPPP AMENDMENTS AND SUBMITTALS Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management Practices (BMPs) to correct problems identified or address the following situations. 1. Contact information and training documentation for Construction SWPPP Manager and BMP Installer, 2. There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not anticipated during the design of the SWPPP including but not limited to: a. Types and/or Locations of BMPs b. Material Storage and Spill Response c. Fueling Plans d. Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and e. Project Phasing 3. It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with construction activity, or 4. The SWPPP is not consistent with the terms and conditions of the permit. The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal. The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review, comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in any way. If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the change order. In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule meeting the requirements of MnDOT 1717. The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete. EROSION PREVENTION PRACTICES Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment. Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or permanent drainage ditch or Swale section with a continuous slope of greater than 2 percent. Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water or permanent stormwater treatment system. The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule. SEDIMENT CONTROL PRACTICES Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All BMPs that have been adjusted or removed to accommodate short-term activities shall be re -installed or replaced the earlier of the end of the work day or before the next precipitation event even if the activity is not complete. Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved. The removal shall be documented in the SWPPP as a SWPPP amendment. Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet the minimum requirements of Section 9 of the Permit. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit. TEMPORARY SEDIMENTATION BASINS A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the permit. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR 'E UN E! YdfURECT SIJP T' IS( lad ANO /ST�A� Aj,�f�,ypfd SOTAO uUST"U a5+s ru i on9/2023/Jy Lptru�Up�,i onV9/�2023 I]FWATFRING A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum requirements of Section 10 of the Permit. POI I HTION PRFVFNTION Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are designed for exposure to stormwater are not required to be covered. Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted area. Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. CH 7041. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials, solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet or exceed the minimum requirements of Section 12 of the Permit. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP during active construction and within 24 -hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24 -hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP. All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those provided shall be approved by the engineer. The Contractor may request a change in inspection schedule for the following conditions: a. Inspections of areas with permanent cover to be reduced to once per month, b. Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended until construction resumes, c. Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until the earlier of within 24 hours of runoff occurring, or upon resuming construction. No change in inspection schedule shall occur until authorized by the Engineer. Inspections must include: 1. All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. 2. Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition. 3. Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. 4. Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that equipment is not being driven across the infiltration area. All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next business day after discovery, or as soon as field conditions allow. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow. Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered. Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon discovery to the Engineer. PUBLIC WATER RESTRICTIONS: For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24 -hours during the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. FINAL STABILIZATION Final Stabilization is not complete until all the following requirements have been met: 1. Substantial Completion has been reached and no ground disturbing activities are anticipated. 2. Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as impervious surfaces or the base of a sand filter. BOLTON2040 Phone:HIGH WAYI2 EAST CITY ❑F AWN WILLMAR, MINNESOTA 56201 � �c M E N K Phone: (120)211-1116 menMontfce a DDEN N. Email: Willmar@bolton-menk.com www.bolton-menk.Dom J 3. Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the system is operating as designed. 4. All sediment has been removed from conveyance systems 5. All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP to remain to decompose on-site may remain. 6. For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 7. For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction agricultural use prior to submitting the NOT. SITE STABILIZATION COMPLETION: Stabilization of exposed soils shall begin immediately and shall be completed after the construction activity has temporarily or 7 calendar days permanently ceased no later than: SITE INSPECTION INTERVAL: A trained person shall routinely inspect the entire construction 3 calendar days site during active construction at an interval of no more than: SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS: 1) Was an environmental review required for this project or any part of a common plan of development NO or sale that includes all or any portion of this project? 2) Does any portion of the site have the potential to affect threatened or endangered species or their NO critical habitat? 3) Does any portion of this site discharge to a Calcareous fen. NO 4) Will any portion of the site potentially affect properties listed on the National Register of Historic Places NO or a known or discovered archeological site? 5) Have any Karst features have been identified in the project vicinity? NO 6) Is compliance with temporary or permanent stormwater management design requirements infeasible NO for this project? 7) Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to NO during fish spawning? TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS Construction Stormwater NPDES MPCA SWPPP DESIGNER TRAINING DOCUMENTATION: UNIVERSITY OF MINNESOTA Jordan Albrecht Construction Site Management (May 3t 2024) Design of Construction SWPPP (May 31 2025) MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.0 STORMWATER POLLUTION PREVENTION PLAN PROJECT NARRATIVE r - i •� - qct _ �� •T� �=: •i1 *gig = r1^ice -. `� f,. .'s . Pte' 1, \ •0 1b 0 I HEREBY J�0 CERTIFY THAT THIS PIAN, SPECIFICATION, OR NEEPPCRT WAS PREPARED BYVRUN ER V RER+S TAC pIN�I�pWE50TA.INIED gpLTC JUST._ VdsbppysUU.. T, rub ion9/2023 &M E 0 .. , M &Nlu T' ' I �-. ► ► Z asr i► I. NOW No SEU11 FOR 'AT' N2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 16101 Phone: 231- nCilt} �•CHECKED c Email: Willmar@bolton-menk.com c �Kw.bolton-mnkDom JnleN.eoA oi No s LEGEND Soil Name Hyl. Soil Group PROJECT BOUNDARY MUSYM SOILTYPE HYDGRP IMPAIRED, SPECIAL OR PROTECTED WATERS D67A NATIONAL WETLANDS INVENTORY ® ® DWSMA, LOW VULNERABILITY / \Y/ STEEP SLOPES (>33.3%) A RECEIVING WATERS 0 200 400 SCALE FEET SOIL TYPE SUMMARY Map Unit I Symbol Soil Name Hyl. Soil Group Erodibility MUSYM MUNAME HYDGRP MUHELCL D67A HUBBARD LOAMY SAND, 0 TO 2 PERCENT SLOPES A NHEL D67C HUBBARD LOAMY SAND, 2 TO 12 PERCENT SLOPES A PHEL D62A HUBBARD-MOSFORDCOMPLEX, 0TO3PERCENT SLOPES A NHEL 258 SANDBERG LOAMY COURSE SAND, 6 TO 30 PERCENT SLOPES A HEL 260 DUELM LOAMY SAND, 0 TO 2 PERCENT SLOPES A NHEL 406 DORSET SANDY LOAM, 0 TO 2 PERCENT SLOPES A NHEL 1257 ELKRIVER-MOSFORD COMPLEX, 0 TO 6 PERCENT SLOPES B PHEL 1378 FORDUM LOAM, 0 TO 2 PERCENT SLOPES B/D NHEL NHEL- Not Highly Erodible Land PHEL - Potentially Highly Erodible Land HEL- Highly Erodible Land LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION SHEET NO. SITE MAP C2.01 DIRECTION OF FLOW C2.XX FINAL STABILIZATION C2.XX SOILS C2.03 DRAINAGE STRUCTURES C1.XX DRAINAGE TABULATION C1.XX STORM SEWER PLAN & PROFILE SHEETS C5.XX-05.XX EROSION & SEDIMENT CONTROL DETAILS C2.04 EROSION CONTROL TABULATION C2.XX TURF ESTABLISHMENT TABULATION C2.XX NARRATIVE & NOTES C2.01- C2.02 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STORMWATER POLLUTION PREVENTION PLAN SITE AND SOILS MAP SHEET C2.03 HARD SURFACE PUBLIC ROAD i i PROVIDE RADIUS-/ 6" MIN AS NEEDED (TYP) THICKNE' 3" MINUS WASHED— COARSE AGGREGATE (OR APPROVED EQUAL) S/4" WASHEU KUL. 1' DEEP X V WIDE AROUND PERIMETI 1' 18" MIN CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE- MnDOT TYPE V (3733) GEOTEXTILE FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK 4' MAX SILT FENCE TO TIE - INTO BERM OF ROCK ACCESS EACH SIDE mss, �2 �G 2i ROCK CONSTRUCTION ENTRANCE NOT TO SCALE STUDDED STEEL TPOST INLET OPENING FILTER FABRIC WITH WIRE MESH F i'® —f, " MIN NOTE: GEOTEXTILE FABRIC SHALL z BE PER MnDOT SPEC 3886 z 2 G 2 SILT FENCE - HEAVY DUTY o a m NOT TO SCALE N PLASTIC'ZIP' TIES (50# TENSILE) LOCATED IN TOP 8" NOTES: 1. 1PLACE THE ROAD DRAIN -TOP SLAB MODEL DIRECTLY ON THE TOP OF STRUCTURE OR ON ENGINEER APPROVED ADJUSTING RINGS 2. INSTALL GASKET AND COVER CENTER OF GASKET WITH PIPE GREASE OR OTHER APPROVED LUBRICATION 3. PLACE THE FILTER MEDIA ONTO THE RISER PIPE 4. ADJUST FILTER MEDIA TO PROPER HEIGHT FOR OVERFLOW 5. CHECK RISER TUBE TO MAKE SURE IT IS FULLY EXTENDED AND ALL FILTER HOLES ARE EXPOSED 6. CHECK FILTER MEDIA AFTER EACH RAIN EVENT; CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER 7. REMOVE SEDIMENT AND DEBRIS FROM THE BASE OF THE RISER PIPE DIRECTION OF RUNOFF FLOW STEELSTUDDED'T' POSTS' MINIMUM LENGTH POSTS AT 6' MAXIMUM SPACING GEOTEXTILE FABRIC, 36" WIDTH II \-MACHINE SLICE u 8"-12" DEPTH (PLUS 6" FLAP) SILT FENCE - MACHINE SLICED NOT TO SCALE FILTER LOG -TYPE STRAW BIOROLL (OR AS SPECIFIED IN THE PLANS OR SPEC) -III= --- III TRENCH III =III= ,We=4 IIII 'I: III E�11 II I I-11= I- I1=11 I1=11 I1=11 I1�=11 1=1 I E 111111111111, Y2"X2"X16"LONGIII IIID I WOODEN STAKES WOOD STAKE 1 / I / I 41 / MAX. / SEDIMENT CONTROL LOG ALONG THE CONTOUR _ -II_II =1 1 1 I 1I=I1I1II-iIIIw-==IIIL III=III=III=III=III=-III==I 1 I=I = III "' I=1I 1=111=1I 1=111=1 11=1 I =1 11=1 1i= -I I�1�=L--III--III_ -III -III-I 11=1 I =1 11-I 11-I I I- -I=I I= =III NOTES: =III, II 11111 II 1 1=11- 1. OVERLAP ENDS OF FILTER LOG BY A MINIMUM OF 6" -11 NII -I 1-111=III-III 2. FILTER LOGS SHALL BE ACCORDING TO MNDOT SPEC 3897 III=111=1 AND INSTALLED ACCORDING TO MNDOT SPEC 2573. =_I-III-III=1 I12)I=�- 1=1 I_11 I- III- II-III- II-III- II -ISI- II - SEDIMENT CONTROL LOG PERIMETER PROTECTION NOT TO SCALE �.� 3-LEVEL(MIN) 4" OVERLAP ANCHOR SLOT ALTERNATIVE PLAN VIEW ZL \- OVERLAP GEOTEXTILE LY ASSEMBLY ON STAPLES / FABRIC 6" AND STUDDED STEEL POST FASTEN AT 2' S' MIN LENGTH NOTE: INTERVALS GEOTEXTILE FABRIC ANCHOR, OVERLAP & STAPLE WIRE MESH REINFORCEMENT PER MANUFACTURER'S SPECIFICATIONS FOLD UNDER 6" z w (EXTEND INTO TRENCH) ANHOLE COVER FABRIC ANCHORAGE TRENCH SEMBLY b BACKFILL WITH TAMPED NATURAL SOIL 6 " ? 4MIN � a m -F MIN SQUARE SECTION NOTE: ROUND SILT FENCE SHALL CONFORM TO THE REQUIREMENTS OF MnDOT SPECIFICATION 3886 ' INLET PROTECTION LAST REVISION: LAST REVISION: LAST REVISION: 04-2021 INLET PROTECTION 04-201 EROSION CONTROL 04-2021 ® BOLTON ® BOLTON ® BOLTON HEAVY DUTY SILT FENCE ROAD DRAIN BLANKET INSTALLATION & MENK PLATE NO. &MENK PLATE NO. &MENK PLATE NO. NOT TO SCALE 3-102 NOT TO SCALE 3.108 NOT TO SCALE 3-200 33 IHERESY CERTIFYTHATTHISPIAN,SPECIFICATION, ORgEPORTWASPREPARED slcrv[° MONTICELLO MINNESOTA SP 8605-59 (TH 25) ;� BY ORT"To M&Tf ADULY LICENSED 2040 HIGHWAY I2 EAST SHEET PR FE "+ESDTA. CITY ❑ Fb OLTON WILLMAR, MINNESOTA 56201HORZ O 25 SO VERT0 5 30 Phone: (320)231-3956 DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET SCALE FEET JUST `� & MENK Email:W .bol@bolton-menk.com N�onticella `LIE`RED STORMWATER POLLUTION PREVENTION PLAN C2.04 iii i�r�1 ruIQiOn/ 9/2023 www.bolton-menk.mm IEN.PROL.No. LIC DETAILS STEEL STUDDED'T' POST 5' MINIMUM LENGTH POSTS FASTEN GEOTEXTILE AT 6' MAXIMUM SPACING FABRIC TO POST WITH PLASTIC ZIP GEOTEXTILE FABRIC, 36" WIDE TIES (3 MINIMUM) (SEE NOTE 1) FABRIC ANCHORAGE TRENCH DIRECTION OF BACKFILL WITH TAMPED NATURAL SOIL RUNOFF FLOW —f, " MIN NOTE: GEOTEXTILE FABRIC SHALL z BE PER MnDOT SPEC 3886 z 2 G 2 SILT FENCE - HEAVY DUTY o a m NOT TO SCALE N PLASTIC'ZIP' TIES (50# TENSILE) LOCATED IN TOP 8" NOTES: 1. 1PLACE THE ROAD DRAIN -TOP SLAB MODEL DIRECTLY ON THE TOP OF STRUCTURE OR ON ENGINEER APPROVED ADJUSTING RINGS 2. INSTALL GASKET AND COVER CENTER OF GASKET WITH PIPE GREASE OR OTHER APPROVED LUBRICATION 3. PLACE THE FILTER MEDIA ONTO THE RISER PIPE 4. ADJUST FILTER MEDIA TO PROPER HEIGHT FOR OVERFLOW 5. CHECK RISER TUBE TO MAKE SURE IT IS FULLY EXTENDED AND ALL FILTER HOLES ARE EXPOSED 6. CHECK FILTER MEDIA AFTER EACH RAIN EVENT; CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER 7. REMOVE SEDIMENT AND DEBRIS FROM THE BASE OF THE RISER PIPE DIRECTION OF RUNOFF FLOW STEELSTUDDED'T' POSTS' MINIMUM LENGTH POSTS AT 6' MAXIMUM SPACING GEOTEXTILE FABRIC, 36" WIDTH II \-MACHINE SLICE u 8"-12" DEPTH (PLUS 6" FLAP) SILT FENCE - MACHINE SLICED NOT TO SCALE FILTER LOG -TYPE STRAW BIOROLL (OR AS SPECIFIED IN THE PLANS OR SPEC) -III= --- III TRENCH III =III= ,We=4 IIII 'I: III E�11 II I I-11= I- I1=11 I1=11 I1=11 I1�=11 1=1 I E 111111111111, Y2"X2"X16"LONGIII IIID I WOODEN STAKES WOOD STAKE 1 / I / I 41 / MAX. / SEDIMENT CONTROL LOG ALONG THE CONTOUR _ -II_II =1 1 1 I 1I=I1I1II-iIIIw-==IIIL III=III=III=III=III=-III==I 1 I=I = III "' I=1I 1=111=1I 1=111=1 11=1 I =1 11=1 1i= -I I�1�=L--III--III_ -III -III-I 11=1 I =1 11-I 11-I I I- -I=I I= =III NOTES: =III, II 11111 II 1 1=11- 1. OVERLAP ENDS OF FILTER LOG BY A MINIMUM OF 6" -11 NII -I 1-111=III-III 2. FILTER LOGS SHALL BE ACCORDING TO MNDOT SPEC 3897 III=111=1 AND INSTALLED ACCORDING TO MNDOT SPEC 2573. =_I-III-III=1 I12)I=�- 1=1 I_11 I- III- II-III- II-III- II -ISI- II - SEDIMENT CONTROL LOG PERIMETER PROTECTION NOT TO SCALE �.� 3-LEVEL(MIN) 4" OVERLAP ANCHOR SLOT ALTERNATIVE PLAN VIEW ZL \- OVERLAP GEOTEXTILE LY ASSEMBLY ON STAPLES / FABRIC 6" AND STUDDED STEEL POST FASTEN AT 2' S' MIN LENGTH NOTE: INTERVALS GEOTEXTILE FABRIC ANCHOR, OVERLAP & STAPLE WIRE MESH REINFORCEMENT PER MANUFACTURER'S SPECIFICATIONS FOLD UNDER 6" z w (EXTEND INTO TRENCH) ANHOLE COVER FABRIC ANCHORAGE TRENCH SEMBLY b BACKFILL WITH TAMPED NATURAL SOIL 6 " ? 4MIN � a m -F MIN SQUARE SECTION NOTE: ROUND SILT FENCE SHALL CONFORM TO THE REQUIREMENTS OF MnDOT SPECIFICATION 3886 ' INLET PROTECTION LAST REVISION: LAST REVISION: LAST REVISION: 04-2021 INLET PROTECTION 04-201 EROSION CONTROL 04-2021 ® BOLTON ® BOLTON ® BOLTON HEAVY DUTY SILT FENCE ROAD DRAIN BLANKET INSTALLATION & MENK PLATE NO. &MENK PLATE NO. &MENK PLATE NO. NOT TO SCALE 3-102 NOT TO SCALE 3.108 NOT TO SCALE 3-200 33 IHERESY CERTIFYTHATTHISPIAN,SPECIFICATION, ORgEPORTWASPREPARED slcrv[° MONTICELLO MINNESOTA SP 8605-59 (TH 25) ;� BY ORT"To M&Tf ADULY LICENSED 2040 HIGHWAY I2 EAST SHEET PR FE "+ESDTA. CITY ❑ Fb OLTON WILLMAR, MINNESOTA 56201HORZ O 25 SO VERT0 5 30 Phone: (320)231-3956 DRAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET SCALE FEET JUST `� & MENK Email:W .bol@bolton-menk.com N�onticella `LIE`RED STORMWATER POLLUTION PREVENTION PLAN C2.04 iii i�r�1 ruIQiOn/ 9/2023 www.bolton-menk.mm IEN.PROL.No. LIC DETAILS J J BACK OF SIDEWALK PAYMENT SHALL INCLUDE ALL MATERIALS, PLACE BARRIER FRAME PLACE BARRIER FRAME CURB INLET FILLING OF LOG, PLACEMENT, ATOP PRE -CAST TOP SLAB ATOP PRE -CAST TOP SLAB MAINTENANCE & REMOVAL; 80% OF BID PRICE SHALL BE PAID UPON BACK OF CURB PROPER PLACEMENT WITH THE FINAL 20% PAID UPON REMOVAL MIN MIN COARSE FILTER AGGREGATE �] `COARSE FILTER AGGREGATE ° PLACED TO COVER PLACED TO COVER 0 0 0 0 0 0 °o o PERFORATIONS 0 0 0 0 0 0 / PERFORATIONS oo°pOpo o °O °000000 NOTE: / THIS INLET PROTECTION IS USED DURING ��� °° ° 0 0 0°0 oa ° ° o o °o°o°o°o°o°o ROUGH GRADING ONLY, USE BEFORE ROAD IS OPEN TO TRAFFIC OR IS PAVED FILL ROCK LOG WITH 45 LBS. OF OPEN GRADED AGGREGATE CONSISTING OF ENDS SECURELY CLOSED TO INLET PROTECTION SOUND, DURABLE PARTICLES OF CRUSHED PREVENT LOSS OF OPEN WITH ROCK LOG QUARRY ROCK OR GRAVEL CONFORMING GRADED AGGREGATE FILL, TO THE FOLLOWING GRADATION. SECURED WITH 50 PSI ZIP TIE GRADATION SIEVE SIZE PERCENT PASSING 11/2" 100 COARSE FILTER AGGREGATE COARSE FILTER AGGREGATE r' 95-100 3/4" 65-95 3/8" 30-65 / � PLACED TO COVER PERFORATIONS O PLACED TO COVER PERFORATIONS N04 30-35 5"0 GEOTEXTILE SOCK, TYPE WOVEN - - N010 3-20 MONOFILAMENT CONFORMING TO N040 0-8 No zoo 0-3 SPEC. 3886 TABLE 3886-1. MACHINE - - - SLICE NOTE: CRUSHED CONCRETE OR BITUMINOUS SEAM JOINED BY TWO ROWS OF STITCHING SHALL NOT BE USED FOR OPEN WITH A PLASTIC MESH BACKING OR HEAT GRADED AGGREGATE. BONDED (OR APPROVED EQUAL) TOP VIEW TOP VIEW OPENING IN WALL OPENING IN WALL PERFORATED WALL PERFORATED WALL 0 0 0 0 0 0 0 0 00000000 00000000 00000000 FRAME 00000000 00000000 FRAME 00000000'��� 00000000 000 0 000 00000000 ...;CATCH BASIN WALL ,. CONE SECTION WALL ® BOLTON INLET PROTECTION ROCK BAG LAST REVISION: oa-zozl ® BOLTON INLET PROTECTION LAST REVISION: oa-zozl &MENK & MENK PERFORATED WALL NOT TO SCALE PLATE NO. 3-105 NOT TO SCALE PLATE NO. 3.107 0 ZS 50 Q 5 1a HEREBYCERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ORUf ER Y RECTSPER ISI dANOTHATI ADULYOCENSED PR FE f Ef J T! ST ESOTA. ry�I 7 ( gpLTON 2040 HIGHWAY 12 EAST WI2 40 R, MINNESOTA 56201 CITY ❑ F 1� SIGNED MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN HORZ. VERT. V G V I B Phone: (320)231-3956 � lt1G�llo EHECREp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C2.05 STORMWATER POLLUTION PREVENTION PLAN SCALE FEET SCALE FEET fiC MENK Email: Willmar@bolton-menk.com w Jusr rub ic�n9/2023 ENTPgpLNG, .bolton-menk.Dom DETAILS 155021002300 FLORENCE A MAYER 110 CRAIG LN 0+00 155021002410 / JASON CATION & 111 KENNETH LN \ \ - N30 \ \ ShZONooPc1� N f. 155021002420 ,� \ fig'(-EHN0 l"02300 110 JUNE R LANNERSTRUST j0 / OOUGLASFRANKS& 506W 3RD ST \ / \ 1311 W BROADWAY ST 1+00 2+00 3+00 4+00 5+00 6+00 7+00 BROADWAY STREET W (CSAH 75) p -------------------- --------v- ------------------ ------- a ---- -----o ------ --- _� -- 15109000030 _ —714— ------------------- - — -- ------_— 0 © ITV FMONTI L ? — JP ------- _--- 5 ALN UT TE --- --- — -- --- ---- ----- -- __ --- - _ i� -- - - o j / at EROSION CONTROL LEGEND ~ EXISTING/PROPOSED M5 SILT FENCE, TYPE MS DRAINAGE FLOW HI SILT FENCE, TYPE HI PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE �► STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE A STnRM DRAIN INI FT PROTFCTinN at u W_ a BROADWAY STREET W (CSAH 75) 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 Lu --------------_ --- -- - �-1 - -- -- -- ------ _- -- -- -- -- -- -- -- -- --amu--„ ---- -- -- -- -- -- — J DONALD P & LANAE 0 5 M PROSPER 155187000 1217 PRAIRIE PINE CT 155104001130 155104001140 155104001150 155104001160 LANT JAa JOSEPH & LISA BOLNET E BRIDGLAND ILLIAM L & ROSANNA FAI CHARLESJ & BARBARA G LAR ON L �o 1319 PRAIRIE CREEK LN 1317 PRAIRIE CREEK N 1313 PRAIRIE CREEK LN 1311 PRAIRIE CREEK LN _ a i 155104001170 ,«,rwr,D„Rn ,cs,=01190 ,cc,n-200 c 33 IHEREBY CERTIFYTHAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED 11"[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECTS PER I51 dANOTHATI ADULYLICENSEO gpLTON 2040 HIGHWAY 12 EAST SHEET 2 0 25 50 PR FE I 1 Ef 1 T! ST +EsoTA. CIii�eRo DRAW”SryT�I(RR 7y�J°°pp��yy�� WILLMAR, MINNESOTA 56201�V L�G I V I � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT.oHORZ. � Phone:(320)231-3956W SCALE FEET UST��� Email: Willmar@bolton-menk.com o`""P`° STORMWATER POLLUTION PREVENTION PLAN52 C2.OG �) x I c ND. ash rub iOn/ 9/2023 ,�c M E N K www.bolton-menk.com EN PRDLND. EROSION CONTROL PLAN 155012002030 155012002020 I WENDVROBINSON 1 1220 SANDY LN KEITH ESTES & — — — 1224 SANDY LN — — — — — — — — — L 16+00 _ _ 17+00 CO 1M � n 30 _ 155012002040 _O DEAN M CARSTENS 155012002050 1216 SANDY LN STEVEN LOUIS CHRISTEN & 155012002080 CAROLA LOVEGREN TR 1205 WEST BROADWAY ST 1212 SANDY LN X x x x X- _ O —O O C 30 iti — —.3 A �► II FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX I - 18+00 155187001040 BRIAN C JAMES& 155187001030 1215 PRAIRIE PINE CT 155187001020 JOSEPH P II & MARY T O'HARA 3593 S AGAVE WAY MARTIN 0 & NICOLLE M ROBECK 1211 PRAIRIE PINE Cr .&J 1 i� _O y GC Y M5 155012002080 CAROLA LOVEGREN TR 1205 WEST BROADWAY ST W W W A 1` HI O O C 30 iti — —.3 A �► STORM DRAIN INLET PROTECTION (EXISTING INLET) i 3 N1� \ yt 30 G—G—G—GG \ G I GAG G G G G—G�G G Gam— C A BROADWAY STREET W (CSAH 75) 19+00 20+00 - 21+00 _ 22+00 — A A ~ - I� IV 010 / \ �i�i�/ AGI,111-3 L x x x x x x x x x x x x $x x x x x x x� I II I I III II I� U W II a a T 155232001020 KIRK &M RYL KJELLBERG 155232001030 1123 W BROADWAY ST KIRK & MARYLKJELLBERG I I I 155020004023 _ M E & J004025 NE ' 1123W BROADWAY ST MARK 15520400104 OOLSEN I3 DAME ETC G& I I I WILLIAM E&JULIEA MI LLER DEC 18222 195TH�STTION 1111 BROADWAY W _ 1119 BROADWAY 1115WBROADWA%T I 1. —j—c I/ cc—ccc—cc--mac c--c—cam c�—c 30 c—o_--►o o/ —Cc C G—G GCC— I C�C�C G G T F 7 > �' ••'S,••.-��:X-T '> •"-�-� s:� ; a.��—��� - > G�LG I G I I I I I T ��+— �-T—� I `�—�—�--�� G— > > > ~ BROADWAY STREET W (CSAH 75) 24+00 _ 25+00 _ 26+00 27+00 28+00 1 - - - ----- ------------- -''-------------f_i/ VIII/ , I I xx x x 155500034302 INDEPENDENTS HOOLDIST 882 — 302 WASHINGTON ST i� 33 0 25 50 c o HORZ. W SCALE FEET I HEREBY CERTIEV THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! YJfURECT�T' IS( Ip�dAND�SThTAJPµlyWE50TA.D OLTON JUST IM('p(�./JUSTugh, rU�ic�t/19/20ruuc ic�InV�23 & MEN K 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com AVS_ —-.-- — ---r."" = Jm CITY OF AWN Monticello DRAWN J CLIENTPROJ. No, 155020004031 CHRISTOPHER G YAGER & 1101 W BROADWAY ST c GO ' C 30 GC 30 GC S( I�I� 29+00 _ _ 30+00�l- � � I EROSION CONTROL LEGEND y EXISTING/PROPOSED M5 SILT FENCE, TYPE MS DRAINAGE FLOW HI SILT FENCE, TYPE HI PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE A �► STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX STORM DRAIN INLET PROTECTION (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE (PROPOSED INLET) �pOD00% SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRE SEED MIX = 25-131 @ 220 LB/ACRE HYDRAULIC MULCH MATRIX FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.B.2), @ 2000 LBS/ACRE ROLLED EROSION PREVENTION CAT 25 := SEE STREETSCAPE PLAN (1-2.00 SERIES SHEETS) FOR PLANTING AREAS &PERMANENT STABILIZED CONSTRUCTION EXIT (TO BE DETERMINED BY CONTRACTOR ': STABILIZATION & MARKED ON PLANS) I HEREBY CERTIEV THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! YJfURECT�T' IS( Ip�dAND�SThTAJPµlyWE50TA.D OLTON JUST IM('p(�./JUSTugh, rU�ic�t/19/20ruuc ic�InV�23 & MEN K 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com AVS_ —-.-- — ---r."" = Jm CITY OF AWN Monticello DRAWN J CLIENTPROJ. No, 155020004031 CHRISTOPHER G YAGER & 1101 W BROADWAY ST c GO ' C 30 GC 30 GC S( I�I� 29+00 _ _ 30+00�l- � � I - — - - — - - - - - - - - --- - Ll ---------------- H ILILI N 0 M N "AI MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.07 STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN 31+00 - — - - — - - - - - - - - --- - Ll ---------------- H ILILI N 0 M N "AI MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C2.07 STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN ----- ----- ----------- II /D H N I I . 155010044040 N MICHAEL W HENDRICKS 8, I.IJ 901 BROADWAY = 155010045010 V CHUAN LIN . y''j\ 535 OAK RIDGE CIR !. •1 I / (I II a / \/ I - - -�_ _�-----9-----0--------2-- -0--x.2 �' B- 0 Q 0 0 e� (00 00 0 EROSION CONTROL LEGEND EXISTING/PROPOSED DRAINAGE FLOW PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE N45 HI A r► SILT FENCE, TYPE MS SILT FENCE, TYPE HI STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE �a000D STORM DRAIN INLET PROTECTION (PROPOSED INLET) SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: O� �O SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRE SEED MIX = 25-131 @ 220 LB/ACRE HYDRAULIC MULCH MATRIX FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.8.2), @ 2000 LBS/ACRE i- SEE STREETSCAPE PLAN (1-2.00 SERIES SHEETS) STABILIZED CONSTRUCTION EXIT FOR PLANTING AREAS & PERMANENT (TO BE DETERMINED BY CONTRACTOR -I 155020005070 PAULROLSEN 1025 W BROADWAY ST & MARKED ON PLANS) !. I 155020005121 DAVID J &ELIZABETH A BOTH / 921BROADWAY W / N 155020005112 SUSAN AJOHNSON-WEVHRAUCH 925 W BROADWAY ST _ \ 155020005080 I KEITH B&JACQUELYN)PETERSE 1023 BROADWAYW I /� -J / 15 020005090 AG SDEMARAIS I� 3021 BR ADWAVS W 155020005100 RICHARD D DIXON 1017 BROADWAYW I I 155020005111 TEDDY ROOT& 1011W BROADWAY ST r I 1 ROSEA DAHLIN ROSE A DAHLIN 3BROADWAY 91 W 155010044031 ROSE A DAHLIN 913 BROADWAY Y `I \\\\\ �- 1�I/� a -� CC—C�—C C—CCC CTC C �C C� B—f—�B-�—��� C I �0 C30 30 30 � 30 �6 30 K- 30 C Ci --C 30 30 3O 1 30 C�F� o C �C C�C CSC C—C C O @ 3T 30 30 C—C-C 30 ��0 O 30 �. 30 CCC 3U� �— 30 30C �3P— �� CC C C C C —�I—�I C C C C C� I C --C� I C� > > �> > > cmc c G 0 6' § G 31+00 32+00 33+00 34+00 35100 36100 37+00 38+00 BROADWAY STREET W (CSAH 75) ----- ----- ----------- II /D H N I I . 155010044040 N MICHAEL W HENDRICKS 8, I.IJ 901 BROADWAY = 155010045010 V CHUAN LIN . y''j\ 535 OAK RIDGE CIR !. •1 I / (I II a / \/ I - - -�_ _�-----9-----0--------2-- -0--x.2 �' B- 0 Q 0 0 e� (00 00 0 JOSEFINA T MEDINA-CCAHUANCAMA 813 W BROADWAY ST 155010045020 JUSTIN A & KAYLA A WALBURN 827 W BROADWAY ST 113 ELM ST — \I/ \a✓— a �..::. ��/ -- — -- — -- -- -- — ` - - 3 30 30 30 —mow 30 3 •- '-•- ' •• —cmc I c III I.. . 110. ----I -I— —I II- '�, \ BROADWAY STREET W (CSAH 75) 39+00 \' \ o L� — 40+00 _A I 155010043050 ROGER L & TAMMI L PACHAN 900 BROADWAY W 25 50 c o HORZ. - W SCALEFEET �i 155010042100 DONAVAN GARY DEPATTO 824 BROADWAY ST W i I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! Y�JfUgRS5E��C++TSIJPT' IS( lad AN05TA�Aj�NypfdE50TA0 .1. N.V J ns ru i on9/2023Lp�ru�u c i onV9/2023 155010042090 JAMES H & DEBRA A ADAMS 155010042070 STEVE MASKOWSKI JR & 806 W BROADWAY GHWAY 12 EAST BOLTON Wi2040 LPhoneI'120)E211-1116201 & M E N K Email: W .bolton-mmar@boItonk.com com www.bolton-menk.com 155010042060 RACHEL NORMAN ETAL 1867 LACHMAN AVE NE CITY ❑F Monj eRoF,.-.WK.ED� JNB. 155010046010 DAVID e & DOROTHY KRANZ 743 BROADWAY W 155010046021 ROSE K MILLER 739 W BROADWAY ST 155010043070 DAVID CASTRO & 906 W BROADWAY ST 155010046020 STEWART W &REBECCA SAHLB 737 BROADWAY W I I I I I I I I I II I I I I I 44+00 _ _ 45+00 _ _ 46+00 e tt155010041130 STEVEN ANDERSON 742 W BROADWAY ST J W 155010041100 ROBERT J & MARY A LAGERGREN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN SHEET 02.08 EROSION CONTROL LEGEND EXISTING/PROPOSED DRAINAGE FLOW PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE N45 HI A r► SILT FENCE, TYPE MS SILT FENCE, TYPE HI STORM DRAIN INLET PROTECTION (EXISTING INLET) FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE �a000D STORM DRAIN INLET PROTECTION (PROPOSED INLET) SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: O� �O SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRE SEED MIX = 25-131 @ 220 LB/ACRE HYDRAULIC MULCH MATRIX FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.8.2), @ 2000 LBS/ACRE ROLLED EROSION PREVENTION CAT 25 SEE STREETSCAPE PLAN (1-2.00 SERIES SHEETS) STABILIZED CONSTRUCTION EXIT FOR PLANTING AREAS & PERMANENT (TO BE DETERMINED BY CONTRACTOR STABILIZATION & MARKED ON PLANS) JOSEFINA T MEDINA-CCAHUANCAMA 813 W BROADWAY ST 155010045020 JUSTIN A & KAYLA A WALBURN 827 W BROADWAY ST 113 ELM ST — \I/ \a✓— a �..::. ��/ -- — -- — -- -- -- — ` - - 3 30 30 30 —mow 30 3 •- '-•- ' •• —cmc I c III I.. . 110. ----I -I— —I II- '�, \ BROADWAY STREET W (CSAH 75) 39+00 \' \ o L� — 40+00 _A I 155010043050 ROGER L & TAMMI L PACHAN 900 BROADWAY W 25 50 c o HORZ. - W SCALEFEET �i 155010042100 DONAVAN GARY DEPATTO 824 BROADWAY ST W i I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNE! Y�JfUgRS5E��C++TSIJPT' IS( lad AN05TA�Aj�NypfdE50TA0 .1. N.V J ns ru i on9/2023Lp�ru�u c i onV9/2023 155010042090 JAMES H & DEBRA A ADAMS 155010042070 STEVE MASKOWSKI JR & 806 W BROADWAY GHWAY 12 EAST BOLTON Wi2040 LPhoneI'120)E211-1116201 & M E N K Email: W .bolton-mmar@boItonk.com com www.bolton-menk.com 155010042060 RACHEL NORMAN ETAL 1867 LACHMAN AVE NE CITY ❑F Monj eRoF,.-.WK.ED� JNB. 155010046010 DAVID e & DOROTHY KRANZ 743 BROADWAY W 155010046021 ROSE K MILLER 739 W BROADWAY ST 155010043070 DAVID CASTRO & 906 W BROADWAY ST 155010046020 STEWART W &REBECCA SAHLB 737 BROADWAY W I I I I I I I I I II I I I I I 44+00 _ _ 45+00 _ _ 46+00 e tt155010041130 STEVEN ANDERSON 742 W BROADWAY ST J W 155010041100 ROBERT J & MARY A LAGERGREN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STORMWATER POLLUTION PREVENTION PLAN EROSION CONTROL PLAN SHEET 02.08 E© I 80IO ER 1 ELLIOTT I11004ROADWAV ST 155010046050 155010047010 II _ CHARLES MAUE MATTHEW W SALGE 155010046040 24665141ST AVE N �R 643 W BROADWAY ST-_A1L�_,p� �., 155010048010 HEATHER 1 ELLIOT' v (Y 'RQ JONATHAN & CHERISE MACHMER — 549 W BROADWAY ST 531 W BROADWAY • :B� 303b,• 30 3 ";OE. OE OE Of OE.— -ti 1% OE OE —� OE O OE — - BROADWAY STREET W (CSAH I75) a I + + __ + 47.00 00 _ 54 00 - r CC \ A LL A ::•• 155010040080 155010040060'•- 155010040110 MARK D WALTERS MITCHELL D HAVES & BR R MARTIN & 618 W BROADWAY ST 203 MINNESOTA ST 155010041060 155010040130 BR EASTWOOD LN (/� 155010041080 LOREN J O'SELL TROY D &JACgUELINE D DECKER 155010039130 ELAINE F ROHLF 700 W BROADWAY STII II 648 15 327894TH ESTATE L C _ 718 BROADWAY W • R� .� 155010048070 , CHASE CLEVELAND & 519 W BROADWAY ST H ti N W �t Z 155010048090 STEVEN M& COLLEEN M SOI W BROADWAI T H N W J a 211 •••••••••• WE O --------------55'66 ----------------- 56+00 57+00 > >�F —> o m � EROSION CONTROL LEGEND { WiLPhoneHIGHWAY320)E231-3 EXISTING/PROPOSED DRAINAGE FLOW PERMANENT SEEDING INCLUDES: -SEED MIX = 25-131 @ 220 LB/ACRE N45 HI A r SILT FENCE, TYPE MS SILT FENCE, TYPE HI STORM DRAIN INLET PROTECTION (EXISTING INLET) 1327894TH AVEN FERTILIZER TYPE 3 =10-10-10 @ 200 LB/ACRE BONDED FIBER MATRIX (PER MnDOT 3884.2.B.4), @ 3500 LBS/ACRE STORM DRAIN INLET PROTECTION (PROPOSED INLET) SEDIMENT CONTROL LOG TYPE COMPOST IF REQUIRED TEMPORARY SEEDING INCLUDES: O0$000D� % SEED MIX = 21-111 OR 21-112 @ 100 LB/ACRESEED MIX = 25-131 @ 220 LB/ACRE �s HYDRAULIC MULCH MATRIX FM FERTILIZER TYPE 3 = 10-10-10 @ 200 LB/ACRE (PER MnDOT 3884.2.B.2), @ 2000 LBS/ACRE 0 25 ROLLED EROSION PREVENTION CAT 25 c o HORZ. 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Phone: (320) 231-3956 , N�ont�cella cxecRED C5.04 SCALE FEET wsT p �e M E N K Email: Willmar@bolton-menk.com STORM SEWER PLAN & PROFILE �q W W W.bolton-meonk.com IexrPRo� No Dlsi rub ic�n9/zoz3 WEST BRIDGE PARK a= 155021002300 ISONATION /1 ASO y5501 POp,GN�N plP N N FLORENCE A MAYER \ JASON CATION & 110 CRAIG LN 111 KENNETH LN � 1R LANN02420 LUNE R6 W IRDS TRUST 506 W 3RD ST 10 K 111121 01110 UGLAS FRANK DOUGLAS FRANKS & 1311 W BROADWAY ST — — — 0 2 3 4 5 S 6 ] -- — — -- — — — — — — — — ——— — — — — — — — — — — — — — — — — ------_—��_—_ '� — — --- _ --- -- _------_ _- o - v _ �j ',-_-----_—_-- %l 15109000010 m—F MOTTI o 5 ALNU EI ---_—_—_— _ \�� --- —__ — -- --- -- W _—_ LLJ1 -----__ — ---- — _--_— _ •• LEGEND: / — — — — — - — — — — / — — — - W I BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT' 2 W BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK �L / Q D BITUMINOUS PAVEMENT (C) 0 CONCRETE PAVEMENT 8" �BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BROADWAY STREET W CSAH 75 BITUMINOUS PAVEMENT (E) ...: 5,.,. :,a 2' AGGREGATE SHOULDER BITUMINOUS PATCH SPECIAL POROUS PAVEMENT / w NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS I15 02002010 PAULJ&JANET l 155023001090 155023001100 KEVIN A&02300 PATRICIA 090 WERP ROGER ES HWIENTEK 1305 W BROADWAY ST & CAN 001080 STEVEN & CANDACE JOHNSON 1233 SANDY LN Q 9489 23RD ST SE E L — 1309W BROADWAY ST — — — — — — — — — — — — — — — — — — — — — — — — — — g 9 10 I1 12 13 14 15 --------------------------------------------------------------- cep ----- _ - \Y• /!/j ' _ I _ 155187001050 DONALD P & LANAE M PROSPER \ w L — fiI z �J 1217PRAIRIE PINE CT 355109001130 —r-- 155104001140 IANT JANETEBRIDGLAND WILLIAM 155104001150 T 155104001160 L&ROSANNA FAIR &BARBARAGLARSON 0 25 50 HEREBY CERTIFY THATTEC PLAN,SPECIFICATION, OR gEPORT WAS PREPARED BY OR UN ER Y RECiS PT' dANO THATI ADULYL110.O PR FE f 1 Ef 1 T! ST ESOTA. 7 p�y� BOLTON 2040 HIGHWAY 12 EAST WILLlone MINNESOTA 56201 CITY ❑ F I4x[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN HORZ. �G V I �� � Phone: (320) 231-3956 Montido cxrpgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c6.o1 STREET PLAN &PROFILE SCALE FEET �e M E N K EmaiI:Willmar@bolton-menk.COM www.bolton-menk.com JUST I tv�gs� Vls1sTJ rup��++ ie�t/19/zoz3 EM,gp,Np. kf BROADWAY STREET W CSAH 75 \ 155012002030 \ ` 111 12112040 Issolzoozoso I WENDY ROBINSON \4 DEAN M CARSTENS WQ 155012002020 1 1220 SANDY LN 1216 SANDY LN STEVEN LOUIS CHRISTEN & 155012002080 E``-- \ 1224 SANDY LN \ \LLJ 1212 SANDY IN CAROL A 1205 WEST RVEGREN TROADWAY ST • �Oy \d_c}—X— X ---X E — — ., — -- -- — —OE —off\—I h — — i = ----,1 —r - ao ao --To- 30 ---- 3R —30� Iw G - G � e -o -oo,R a-�oc��c a 6 e ao c G BI (D 7 16 17 18 19 20 21 22 ( 5 Iz 400* - - 155187001D50 � IIAN CJAMES X - X - X X X X X X X BRIAN I JAMES& \ \ - W P&LANAE MPROSPER �T���7%%L\+���I\L 7 PRAIRIE PINE CT \ 1215 PRAIRIE PINE CT 1 15s18]001030 Ili L 1` JOSEPH PII&MARY T O'HARA 155187001020 ��\ i. �\ \ I 3593 SAGAVE WAY MARTIN O & NICOLLE M ROBECK I I - a 1211 PRAIRIE PINE R III I I.I.I \ Q: 1 I a O \ � 1 BROADWAY STREET W (CSAH 75) LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK 0 BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BITUMINOUS PAVEMENT (E) : 4 _, , Y AGGREGATE SHOULDER BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, ORREPORTWASPREPARID ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORtpat�7' 5ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 0 25 50 PR FE !EsoTA. CITY ❑ F DRAWN �y� WILLMAR, MINNESOTA 56201 V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �` HORZ. Phone: (320)231-3956 , N�ont�cella cxeaED 1.6,02 SCALE FEET ,usr STREET PLAN & PROFILE 'i �e M E N K Email:Willmalton-mon-menk.com N ND ate rub iOn/ 9/2023 � www.bolton-menk.mm EN PRo No. BROADWAY STREET W (CSAH 75) \ YI I �I U DC LLI 155012002080 CAROL A LOVEGREN TRO C \ 1205 WEST BROADWAY ST i A? � I I � I rel I � ---- -- _— —mac H-- X H H H X -- X H X X X X- X"aH X I X II �" i \ 155232001020 KIRKMARYL155232001030 3123 WBROADWAY BROADWAY ST ST KIRK&MARYI KIELLBERG 15 25 2123W BROADWAY ST M E& ILILIE A 155204W104D 1550200040R III I MARK A OLSEN DANIEL E TONG& WILLIAM BROADWAY I 1119 BROAD BROADWAY ST _ / 115 W IRO 90 x W 1 1 30 0 I _ � c --r �—cam cc— c�c—_-3o c ccc c—cam—c 0 G G —�. �0cG O I C T —� C—: --t 30 0T� C L eG—G— GG r"GG- __ 23... ' .. 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BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK .................................................................................................................................................................................................................. D BITUMINOUS PAVEMENT (C) O CONCRETE PAVEMENT 8" ..................................................................................................................................................................................................................... ..................................................................................................................................................................................................................... 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NOTE: SEESTREETSCAPE PLAN SHEETS FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS .......................................................................................................................................................................................................................................................................................................... .......................................................................................................................................................................................................................................................................................................... .......................................................................................................................................................................................................................................................................................................... ..................................................................................................................... ...... ..... ..... ...... 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I V I Phone: (320) 231-3956 M04 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c6.05 SCALE FEET & MENK Email: Willmar@boltonkmenl.com STREET PLAN &PROFILE V�sru Nrp Q^�/19/zoz3 www.bolton-men .,Cm BROADWAY STREET W (CSAH 75) 155010045040 CURB & GUTTER, PED RAMPS, LOGAN SCHUMANN 8, 155010046010 DAVID B & DOROTHY KRANZ 155010046021 W W 155010045030 JOSEFINAT MEDINA-CCAHUANCAMA 313 ELM ST AND SIGNAL WORK AT ELM L IA 743 BROADWAY 739 ROSEKMILLER W BROADWAY ST Z oC f 813 W BROADWAY STREET BY OTHERS. 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LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK O BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BROADWAY STREET W CSA H 7 5 BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER Q BITUMINOUS PAVEMENT (E) 0 2' AGGREGATE SHOULDER O W I— BITUMINOUS PATCH SPECIAL POROUS PAVEMENT W -j LLI I'- a W NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS ® LU W Z C OC N G N 1550100480 I5s010 `I STEVEN &COLLEEN HAGEDDN EW W S90 MATTHEW W SA 643 W BROADWAY YS ST ````\\ 155010098010 JONATHAN & CHERISE MACHMER BROADWAY 549 W BROADWAY ST 155010048040 HEATHER I ELLIOTT W BROADWAY ST ST 155010 ACLEVELAND 51.9 W M M 501 W BROADWAY ST — — — — — — — — — — — — / • - OE O OE OE OE OE — — — f OE _— O E O — _ i 44 LF B624 C&G 38 LF 6624 C&G 28 LF B624 C&G / PROTECT EXISTING \ PROTECT EXISTING MEDIAN CURB MEDIAN CURB -- - — — — — — �. 20 LFB612C&G ------------------- — ---- ---- — — — — — — --- - 56 — — — — — — — ----- REPLACE RINGS 41 LF 8624 C&G 26 LF B624 C&G 42 LF B624 C&G 24 LF B624 C&G 26 LF 6624 C&G o -- --- -- 155010040080 155010039060 -' 155010040110 MARK D WALTERS BRYONRMARTIN& 618 W BROADWAY ST 155010040060 MITCHELL D HAVES & 203 MINNESOTA ST 155010039100 15& Y REAL ESTATE LLC CLINTC&DIANE C HERBST 301 FRONT ST 155010040130 2507 EASTWOOD LN TROY D & JACQUELINE D DECKER155010039130 648 W BROADWAY ST - I I 15 & Y REAL ESTATE LLC 13278 94TH AVE N 1327894TH AVE N ! 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VERT. , V�C V�� SCALE FEET SCALE FEET JUST l ND r t ru I Cbn9/20ru I c�n9/2023 LEFT CURB LIP PROFILE 2040 HMl- EAST CITU❑ F �,A_E WLLVAR, ,=.T" OTA6230LTON Phone: (320)231-m.com ontmaril: Will@boton9f(do MENK No. www.bolton-menk.Dom J LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK D BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BITUMINOUS PAVEMENT (E) 2' AGGREGATE SHOULDER BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREET PLAN & PROFILE RIVER STREET SHEET C6.19 s+00 cp MATCH EXISTING CURB -------------- IN PLACE o � w 92 3' CURB TAPER LOCUST STREET PROTECT BITUMINOUS 6+00 MATCH EXISTING CURB 926 +00 F- LU W DC H N W 0 o BID: 0+00.00 O 1 l` • I `II -- �J U �-�" - -- Ah II LOCUST STREET SIDEWALK 8+00 1 I I i LEGEND: BITUMINOUS PAVEMENT (A) 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PAVEMENT (B) 6" CONCRETE WALK D BITUMINOUS PAVEMENT (C) CONCRETE PAVEMENT 8" BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER BITUMINOUS PAVEMENT (E)I 2' AGGREGATE SHOULDER O BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT & SPECIALTY ELEMENTS I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR WORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) -b- SPERI51 dANOTHAIT ADULYLESO.'O BOLTON 2MA,MINNE IT 56 CITY ❑F 0 10 20 PRrn y�sT p�y�+ICENSE WILL 40 H MINNESOTA 56201 . 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Phone: r@b 231-3956 N�ont�cella CHECKED SCALE FEET wsr �c M E N K Email: Willmar@bolton-menk.com STREET PLAN &PROFILE 'i D�ND uns rub iOn/9/2023 � w .bolton-menk.Dom IENTPRDINO, LOCUST STREET SIDEWALK SHEET C6.20 I 1 LEGEND: :• I i BITUMINOUS PAVEMENT (A) 0 6" CONCRETE DRIVEWAY PAVEMENT e ® BITUMINOUS PAVEMENT (B) 0 6" CONCRETE WALK\ D BITUMINOUS PAVEMENT (C) O CONCRETE PAVEMENT 8" I 1 0 "k ® BITUMINOUS PAVEMENT (D) CONCRETE CURB AND GUTTER ® BITUMINOUS PAVEMENT (E) " 2' AGGREGATE SHOULDER I 1 BITUMINOUS PATCH SPECIAL POROUS PAVEMENT NOTE: SEE STREETSCAPE PLAN (L SHEETS) FOR DECORATIVE PAVEMENT &SPECIALTY ELEMENTS /� �� •i I I " jx d W e SEE GRADING PLANS FOR ADDITION FOR I ❑ J + i 1 X - 930 -- C NSTRUCTION LIMITS (TYP) i i i II II I'i � I r 1 ............. . .s ❑ •I •I \ ALL PARKING LOT CURB & GUTTER IS B612 DESIGN f x x i / o (GUTTER OUT) BITUMINOUS DRAINAGE SWALC� —p� °E DE— \ �[ Ot OE g`" °E ° D i _ — _ — _ — — — \_ 0 O I I x x ° A. 928 928 j,-----D�� 1 1111111177111 "I Y6, ", D' 1 °i Q / D d 1 }d 771 M r , m ❑I o A SHAR :s USE PARKING LOT HEREBY CERTIEV THAT THIS PIAN, SPECIRW10N, OR REPORT WAS PREPARED ..... 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SCALE FEET PROFILEv` 0 10 �+v' Phone: (320) 231-3956 N�ont�cella CHECKEDC6, DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 3 ]Hr SCALE 53 FEET VERT JUST rub ic�n9/zoz3 �c M E N K Email: Willmar@bolton-menk.com www.bolton-menk.com CLIENT No INTERSECTION DETAILS SCALE EET D CHESTNUT STREET & BROADWAY STREET W CSAH 75 ......... ...................................... .......0 �....?? M...� �...........0 M......0 V�1........ ..... N ^ ...... ......� h........ 930+^.......��...........o�......*�........ 30 o .. .. ........a W.... o,,u!... a>, . ........y w...... w........ •0.40e • 0.98W • ..... .50%... •0.95%.. .......... 925 925 Ln fYl ........M N ........ d . . . . . . V] d . . . . . .. . . . . . . L^p ......... N....... N N ...... ...... ...... ...... N ......... O1 O, Ol O1 O, O, Ol O, O1 CO 920 0+00 0+50 1+00 1+50 LOCUST STREET AND BROADWAY STREET W NW QUAD .......o N....a v .......................... ....... .......0 p....oq 01 ......................q,--,7 ....... ...... N 00 :,r:r. 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SCALE FEET SCALE FEET .... . ...��� JUST dad ru Ion, Ery Pgp,.ryp. 1:4..-o.z4 NO 912023 o ° 925 .._2.7E� .. ..... 925 .................. ............... 920 1 920 1 .................. ........$.. .................. ......... a N......n� ... CO G C, 0' ..... � C, 0+50 1+00 1 0+00 LOCUST STREET CENTERLINE 0 10 20 Q 5 10 IHEREBYCERTI FVTHAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED - OR UffEERY TSPERISI IANDTHATI ADULY LICENSED PR FE f T!ST ESOTA. 7y� p�y� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti' ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWNI no HORZ. VERT. 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N o m 2 1 ....... ....... .................. 0+50 ......... 1 ....... ....... .................. ....... a .................. .................. oo n ......... ......... 1 0+00 0+50 1+00 WALNUT STREET AND RIVER STREET SW QUAD 935 .................. .................. .................. ....... o o to ....... m .................. .................. .................. .................. ......... ......... ......... ......... 930 935 930 .................. p O . ....... ,........ n ....... ....... ....... 930 <11 .......� .......0.,w ............ �a ...i.....+. ...M N...ITry....... o ....o. a u ...o.m.......o°' ...a. W .......d poo N.... w..... �..... +m u ..... u ...... 925 925 . � � ... . CHECKED C6,28 925 FEET SCALE FEET JUST rub 2 4: E2 0.75% `2N.... 2 .................. N m ..o —.—. 920 ................. .................. 00 b.g W.... 920 .................. .................. a ... a . > ................. 2 0 .................. 1 915 .......OD ....... NN �m n V3......O Ln......0 ...... N ...... �m o m. N o m o N......m,.y......ln N ...... v N ...... N � m mm In Ol N 1 0+00 ......... 0+50 1 1+00 1+25 .................. I RIVER STREET AND WALNUT STREET SE QUAD s 930 .................. .................. .................. ....... o o to ....... m .................. .................. .................. .................. ......... ......... ......... ......... 930 C I T ti• F 1� o ......+ !n rq 6 -4 .... ... ........ .. pgAWN ate.....+ <11 '. ...wcy.. ........ u ...... • ....... ..�lr� � .. . � � ... . CHECKED C6,28 FEET SCALE FEET JUST rub 2 4: E2 www.bolton-menk.com `2N.... 2 INTERSECTION DETAILS 30% ................. .................. 00 b.g W.... .................. �.�........� 1 ... 2 0 .................. 1 N.M.... 2 .................. .......... m.... a ......... 1 .................. .................. ......... 1 .................. .................. a .................. .................. oo n ......... ......... -0+25 0+00 0+50 1+00 WALNUT STREET CENTERLINE I 1 I o o 1 1 VPI: O+ 3 921.071 i 1 i ............................... T�-%�•� --1./ iA .................................... .................. .................. .................. .................. .................. .................. .................. 930 .................. .................. .................. .............. .N.......o m .......n- ....... ..................o aLvo o m .............. p_ ry�...._ w .... ...a .w ......b.b......................... 2.... .......N... .... +� +... p;��.. •.... ....:; ....... ............ ?055 .92%1. 8%.0.72�.1.51� .... o. ° ............ oo..... ....... .... 2 0.� +.......�. a ................. 2 O N T N ...... _ cy�.... .. ...... ...... ..... ... ?.w... >.� .. .................. 1 .................. .................. .................. 1 . ........ 0....... 00........ a 0....... ................. ......Lp N......'+ N.......+tD......Lp .................. .......n �2...... NPi......N Oi......0 N ................. RIVER STREET AND WALNUT STREET NE QUAD Lu W Lu Ln I J I pi >Q 2.08% 0.55% f— E E E E E m 30 30 30 OE 30 30 3 3 33 3-33 _ O dol uO + m m �+ — a ry � ~ �+00 Cp �-1c R O+I M e + O+ 2p 41 a O O oD6 3 m': �. o A 0.61% 1.78% G > 8 GG G PC: -0+30.41 Pr -o+6 a 1 n m S 98 mN E Nm 3 3 3 O 'Oc 1� d N m 0 RIVER STREET �a M p' i 1 1 -,\". b 11 1 6� � � � i + 11 � L l,il,,! �7 RIVER STREET AND WALNUT STREET INTERSECTION 10 20 (f 5 10 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY DR UN ER Y RECTS PER ISI BAND THATI ADOLY LICENSED PR FE ! 1 Ef 1 T! ST ESOTA. 5�I 7y� p�y� V G V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti• F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT no HORZ. VERT. Phone: (320)231-3956 Email:Willmar@bolton-menk.com ,ontl�ella CHECKED C6,28 SCALE FEET SCALE FEET JUST rub iOn/9/2023 �c M E N K www.bolton-menk.com ENPgpNNp. INTERSECTION DETAILS WALNUT STREET& RIVER STREET 930 .................. .................. .............0 O....... 0....... n .................. .................. a LO LO W. '^ �. .................. .................. n v Lo .NV Q. + -1 ....... OT 930 �}} } Ol'O O O .......0 ........a N 01 ........ ......... ....... ......... ...`+°.Q... o LID .�i... .. NLo ...... 0l ....... m + ...... ........ ....... ? .................. .... 0925 ............... 2.05% .... .. > ........ ....... s I II II I .................. 920 ................. ......... ................. ......... ......... 92 .................. If II I .................. c) ....... °D.......� . �:................ ....... 00.......E 2 ....... ........ . .................. 0+00 0+50 1+00 1+25 .................. ......- ......... 924 8 I ........-1 O ...... Nl y ...... Ll/ n ...... M u! ................ . 1 m o) m �...... a, of m �................. 1 0+00 m o+ 0+50 ,tiq 9 2 PC 1+00 1+25 RIVER STREET AND STREET NW QUAD 930 ...................................................... .......g ° ........ ........ ........ ........ ....... 930 �}} } Ol'O O O .......0 ........a N 01 ........ ......... ....... ......... ...`+°.Q... o LID .�i... .. NLo ...... 0l ....... m + ...... ........ ....... ? 925 .... 0925 I I II II 2.05% .... .. > ..... ....... s I II II I 925 920 ......... ......... ......... ......... ......... ......... 920 If II I ........ ........Ol c) ....... °D.......� ....... M.......°0 ....... 00.......E lV ....... �........ ....... ........ . 0+00 0+50 1+00 1+25 PINE STREET CENTERLINE 930 ........... .................. ..........� 0 ............. .�... M ... �.� 930 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 ......00ry... +O �......... Ol Ol �}} } Ol'O O ' ....... Q+ u .. • • a 4 ' I II II I 925 ....... ? 0.3� 1:43 ° .. 0:84° .... 0925 I I II II DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 920 .................. .................. .................. .................. .................. .................. I II II I 920 & M E N K .................. .................. .......o.+....... m .................. .......... M MI�......I,915 m m m m ........ N....... m 0+00 0+50 0+75 RIVER STREET AND PINE STREET SW QUAD s RIVER STREET AND PINE STREET INTERSECTION 0 10 20 0 5 10 IHEREBYCERTI FY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY DR UN ER ISI IANDTHATI ADULY LICENSED PR FE I' 1 Ef ST ESOTA. p�y� II' r II' 'null I � III I III III 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY O F DESIGNED DRAWNI7y� ,I I III�II no HORZ. VERT. 2 II ' I II II I Phone: (320)231 -men , Monti do f II I I II II DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C6,29 s SCALE FEET SCALE i II ' I II II I & M E N K Email:W .Ibolton-mon-menk.com www.bolton-menk.com I II I O t II ' ' 11 II I I II II I INTERSECTION DETAILS If II I PINE STREET & RIVER STREET VPI: ;+ 924 8 I II It I � II II I I I I O � II II I II � � I I I VWI: .7 o, ++ m o+ ,tiq 9 2 PC oo. > ,tiP fps" �a 'Oy E -EJ� a a 00 RIVER STREET I �Ms+oo w N � o + I V) 1*II a Lu O N z N R x % 9 �9I° Ax Oy J8 . o .N•1 QJ n DO dry Lq/� 3+00 + Lo Ox •1 4+50 VPI- 4+55 17 925.58 X 1: 0+61 X 1 ----T I u: 0+71.4 I I .4:915.96 II( I I II II I — I II II I I I I I I I At RIVER STREET AND PINE STREET INTERSECTION 0 10 20 0 5 10 IHEREBYCERTI FY THAT THIS PLAIN, SPECIFICATION, OR REPORT WAS PREPARED BY DR UN ER ISI IANDTHATI ADULY LICENSED PR FE I' 1 Ef ST ESOTA. p�y� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY O F DESIGNED DRAWNI7y� MONTICELLO, MINNESOTA SP 8605 59 (TH 25)SHEET no HORZ. VERT. LECTIfIER G V I Phone: (320)231 -men , Monti do cxeaeD DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C6,29 s SCALE FEET SCALE FEET JUST I� �5� Vlsis?J rub ICbn9/zoz3 & M E N K Email:W .Ibolton-mon-menk.com www.bolton-menk.com `" `"° "° INTERSECTION DETAILS ° PINE STREET & RIVER STREET �3 o± / LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. LJ� 4Q X" CURB HEIGHT ONE WAY DIRECTIONAL ON ��. \ 6" CONCRETE PEDESTRIAN RAMP 12 SQ FTTRUNCATED DOMES (SQUARE) i 5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE / \ SHALL NOT EXCEED 2.0%. \ (F� INDICATES PEDESTRIAN RAMP - SLOPE SHALL GREATER THAT AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS IN SHO SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - O CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW 8 co 4 ❑1 POUR AREA IN FRONT OF TRUNCATED F DOMES INTEGRAL WITH CURB & GUTTER °1V y ti \ Y \ 6.. 0" MEDIAN PEDESTRIAN REFUGE \ 4 F&I: 24 SQ FT TRUNCATED DOMES (SQUARE) \ \ 4 J/ 11 8' 0 6" BROgo� a �ySA llee 6' 1 T 011 o a 6" �� Q � \ 2,� 4 0 �a 4 ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) DO DO 4 OTTER CREEK ROAD & W BROADWAY STREET - NE QUAD PLAN 5 10 Q 2$ HQRZ. (HEREBY 11WNpEYT Y DJRES PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ORER ER Y RHISP PER E dANON, OR AT WAS PR FE f 1 Ef 1 T! ST ESOTA. ryryv�� pew WILL40AH g p LTO N 2040 HIGHWAY I2 EAST MINNESOTA ST CIii�eno ICN[O MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN HQRZ. SCALE FEET PROFILE 01a V ^ �+ v' Phone: (320)231-3956 o `"""° DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE C6.3� PEDESTRIAN RAMP DETAILS FEET VERT & M E N K Email: W .Ibol@n-rnen-menk.com www.bolton-menk.com ,usr/�- C'U Il.6t/19/2023 on.11 IE"�P"°'"° SCALE EETa'• NO/ OTTER CREEK ROAD & BROADWAY STREET W CSAH 75 ONE WAY DIRECTIONAL F&I: / 12 SQ FT TRUNCATED DOMES (SQUARE) LEGEND / TRUNCATED DOME 4�' / LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. C7 X" CURB HEIGHT =J 6" / 6" CONCRETE PEDESTRIAN RAMP / INDICATES PEDESTRIAN RAMP - SLOPE SHALL 0 QS BE BETWEEN S.0% MIN. AND 8.0% MAX. IN C / i THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. Iq INDICATES PEDESTRIAN RAMP - SLOPE SHALL 1 (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS 0" � S• \\\� \\ / �/ SLOPE SHALL NOT EXCEED 2.0% Q, Y INDICATES TRANSITION PANEL- ` Q CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS / DRAINAGE FLOW ARROW e'rpp OPOUR AREA IN FRONT OF TRUNCATED 4D� 6" ❑1 DOMES INTEGRAL WITH CURB & GUTTER q ySTRFFr w CHESTNUT STREET & BROADWAY STREET W - NE QUAD 7 0 00 N � ......O .. . Q .�.. O �+ Ot 925 11 >925 ......... .................. ........� m...... ......... 9rn 9;on 0+00 0+50 0+75 PLAN U L1 THEREBY CERTIFY THAT RIAN,SRECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY ORUN ER Y RE- PER I51 dANOTHATI ADULYLICENSED 2040 HIGHWAY12EAST 6 10 HORZ. PR FE f 1 Ef 1 T! ST ESDTA. g p LTO N C I T ti ❑ F °PAN," SryT�I(R 7°WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT �` HORZ. OSCALE FEE10 PROFILE Phone: (320)231-3956 , N�ant�cella cxeaE° 06.31 - SCALE FEET VERT JUST `� PEDESTRIAN RAMP DETAILS 'i �e M E N K Email: Willmarton-menk.com com SCALE ---FEET .11 NO an rub iOn/ 9/2023 � www.bolton-menk.com E" P" CHESTNUT STREET &BROADWAY STREET W (CSAH 75) ONE WAY DIRECTIONAL F&I: eROq�Iw� 12 SQ FT TRUNCATED DOMES] yvq (SQUARE) 6..yy`O30 \ \ 6 \\ Q b 1S, 0,.1 I / 01. / pT �p/• 0 x) 9230 PLAN � 5 10 HORZ. SCALE 0 SCALE FEET VERT SCALE VINE STREET & BROADWAY STREET W - SW QUAD 935 935 ......... ......... ......... ......... ......... ......... ......... ......... ......... ....� M. .m.....m ......... 930 00 Sq_ �--� 925 N ry ryl 925 """"' """"' "VPf:'0'+7942 ....... � ....... a,'EL:'525.5 ui 920 m ui ui ui ui ui m.......� �.......� �........ 920iii .. 1. .1.B1� . 925 _... PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � 0+25 0+50 1+00 930 /MT THEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR YRECiSPERI51dIICENSED 1 T! SOTA. FE! J'ElST ESO- FEETPROFILE FEE10 � JUST �i�l�5�+ �/�� FEET Vas+53� ru c i1.6n9/2023 ......... ......... ......... ......... ......... ......... ......... ......... ......... ....� M. .m.....m ......... 930 00 Sq_ �--� 925 N ry ryl 925 """"' """"' "VPf:'0'+7942 ....... � ....... a,'EL:'525.5 ui 920 m ui ui ui ui ui m.......� �.......� �........ 920iii M ENK ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES] (SQUARE) '�� BROgo� 0)~ (0.1 lo oolo o 1 :30LTON & q ysTRFFT �� o„ o��ry� x30 4 '34 4 b 6� "lrJ • 0x1g / 9S / \ 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 35 935 93 930 Email: Willmar@bolton-menk.com www.bolton-menk.com o+oo o+so 0+75 VINE STREET &BROADWAY STREET W - SE QUAD 925920 01 or, CITY ❑F N�onticella �c:cw:,-E 00 N ry ryl .. 1. .1.B1� . 925 _... PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED ........� � ...... � � ...... � � 920 �JROI. No. LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0%CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - 00 N ry ryl .. 1. .1.B1� . 925 _... PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED ........� � ...... � � ...... � � 920 �JROI. No. LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0%CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT VINE STREET &BROADWAY STREET W (CSAH SHEET C6.32 CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT VINE STREET &BROADWAY STREET W (CSAH SHEET C6.32 ONE WAY DIRECTIONAL / F&I: \ 12 SQ FT TRUNCATED DOMES] (SQUARE / cbb 4 6" 4 O�,gYSTRFF T� VINE STREET & BROADWAY STREET W- NW QUAD 930 930 L^ L^ o m � N N Lll � O V EXTEND LIMITS 0+25 O+SO 1+00 DRAINAGE FLOW ARROW VPI:0+45. 5 DOMES INTEGRAL WITH CURB &GUTTER 925 > .. > .......EL: 924.57 925 920 ........ N Ol N ...... N Ol Ol i V ...... N Ol N 920 0+00 0+50 0+75 SGV 6.. � PT 0" BROgO�q y ST RFFT Ali ONEWAY DIRECTIONAL F8yl: 1 SQ FT TRUNCATED DOMES] ION ,('SQUARE) / o I2, 61 4 a' VINE STREET &BROADWAY STREET W - NE QUAD 35 935 930 930 olic, In MIG, 920 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - L^ L^ o m � N N Lll � O V EXTEND LIMITS 0+25 O+SO 1+00 DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER Ol O1 SGV 6.. � PT 0" BROgO�q y ST RFFT Ali ONEWAY DIRECTIONAL F8yl: 1 SQ FT TRUNCATED DOMES] ION ,('SQUARE) / o I2, 61 4 a' VINE STREET &BROADWAY STREET W - NE QUAD 35 935 930 930 olic, In MIG, 920 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - L^ L^ o m � N N Lll � O V EXTEND LIMITS 0+25 O+SO 1+00 PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HQR2. PR FE f 1 Ef 1 T! ST ESOTA. °PAWN 6 10 �RWILLMAR,MINNESOTA56201�LDOWNTOWN BOLTON ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956a cxrcPE° c6.33 SCALE FEET Email: Willmar@bolton-menk.com iiAoPEDESTRIAN RAMP DETAILS - VERT wsr '� �c M E N K www.bolton-menk.com CLIENT P"°J.NO, ��� rub On/ --,FEET �1.6n9/2023 STREET & BROADWAY STREET SCALE D�.N°. � VINE 'i CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER W (CSAH 75) ONE WAY DIRECTIONAL h^ o B 0 F$LI, p ^ AQ 12 SQ FT -TRUNCATED DOMES] \ o* �� y SQUARE) \` .9, STREET \ 6" , // 04 / 0" T � p/.0x83 9z .93 Q Vp/ Ox / 98O9g0 MINNESOTA STREET & BROADWAY STREET W - SW QUAD 35 35 N O O 00 Ol + Ol 930 > w.... '' W 930 o 178 VPI: 0a 14-+83. 3 o EL: 928.97 � ai of ...... ai m....... . 925 � NM 925 0+50 1+00 D A �— Q I 9�8 /'C 0" 0 4)S Vp/ 1 o a F 4 ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES] (SQUARE) gROADO/ yS TRFFT � MINNESOTA STREET & BROADWAY STREET W - SE QUAD 935 935 D Do + Ol zd - 73 01.2 VPI:0+67.00 :.I; 0+31 A2...... , 721925 PER FOOT CROSS SLOPE. IF NECESSARY ......... EL: 929.05 � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER53 W CSAH 75 1 925 0+00 0+50 0+75 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � PLAN ° 2S THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED IGNED SHEET BY DR S PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) � HQR2. PR FE f ❑FDRAWN 6 10 gOLTONCITY SCALEETWILLMAR,MINNESOTA56201�aHORz.PROFILE�DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Phone:(320)231-3956�onticxrcREDc6.34 tpEmail: Willmar@bolton-menk.com SCALE° PEDESTRIAN RAMP DETAILS VERT JUST �c M E N K www.bolton-menk.com IENrPROI No �� SCALE EET D qns rub ic�n9/zoz3 MINNESOTA STREET& BROADWAY STREET CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER53 W CSAH 75 ON WAY DIRECTIONAL F&I: 12 SQ FT TR ATED DOMES] / (SQUARE) 27 BROq��gY �'�o Q ST RFFT w MINNESOTA STREET & BROADWAY STREET W - NW QUAD 35 935 930 ......... <.i .. EG929 $6... m 925 925 0+00 0+50 0+75 q Y ST RFFT Ali ONE AY DIRECTIONAL F&I: 12 Q FT TRUNCATED DOMES] (SQUARE) / / o°Q 18, N \ \ 4 \ \ av 6 H 7 MINNESOTA STREET &BROADWAY STREET W - NE QUAD 35 935 Mo of of • .� ...... + m ..a wLy 0.7 ° 00 v 00 ......... <.i .. EG929 $6... m 925 q Y ST RFFT Ali ONE AY DIRECTIONAL F&I: 12 Q FT TRUNCATED DOMES] (SQUARE) / / o°Q 18, N \ \ 4 \ \ av 6 H 7 MINNESOTA STREET &BROADWAY STREET W - NE QUAD 35 935 Mo of of • .� ...... + m ..a wLy 0.7 ° 00 v 00 'i LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS r DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. o+oo o+so 1+00 'i LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS r DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS r DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST 6 10 HOR2. PR FE f 1 Ef 1 T! ST ESOTA. BOLTON iiAo DRAwry �RWILLMAR,MINNESOTA56201�LDOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956acxrcPE° c6.35 - SCALE FEET VERT wsr On/ '� �c M E N K Email: Willmar@bolton-menk.com PEDESTRIAN RAMP DETAILS - ans rub �1.6n9/2023 � www.bolton-menk.com CLIENT P"°JNO, MINNESOTA STREET & BROADWAY STREET W (CSAR 75) SCALE --,FEET uc. rvo. COMBINED DIRECTIONAL F&I: 24 SQ FT TRUNCATED DOMES ,d (SQUARE) 6" Mao • EPA 011 MAPLE STREET & BROADWAY STREET W - SW QUAD ........ M ry.... ....... N...... ........ ++ ............... �....... 930 j............... ....... 930 ......... .................. ......... Do m 0, 925 CO ...... M CO ...... M �........ 925 0+00 0+50 1+00 ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES] (SQUARE) eR0 q0 " ¢ ~ o 0.. �~ ST RFFT w 4.41 6" Q� pC 73 o" ❑1 6 s- I6" 4 / MAPLE STREET & BROADWAY STREET W - SE QUAD 935 935925 O V1 O n 930 ... � ............ � ........ 930 N N...... N 92S 0+25 0+50 1+00 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL 05 BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �i THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - N N...... N N...... N N.. - IGNED PLAN ° 2S THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY DR S PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) � HOR2. PR FE f 6 10 gpLTONCITY❑FDRAWN SCALEETWILLMAR,MINNESOTA56201�aHORz.PROFILE�DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Phone:(320)231-3956�onticxrcREDe6,36 tpEmail: Willmar@bolton-menk.com SCALE° PEDESTRIAN RAMP DETAILS VERT JUST �e M E N K www.bolton-menk.com IENrPROI No �� SCALE EET D qns rub ic�n9/zoz3 CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER53 rub ic�n9/zoz3 MAPLE STREET &BROADWAY STREET W CSAH 75 / / > COMBINED DIRECTIONAL F&I: 24 SQ FT TRUNCATED DOMES / (SQUARE) / 4 4 6 &S-)011 A, S o° 6„ p.. 01 , 0 p.. Q 41, 4" �Q BROgo�q ys 4 TRFFT � PLAN e 5 10 HORZ. SCALE 0 SCALE FEET VERT SCALE MAPLE STREET & BROADWAY STREET W - NW QUAD .-I N .61 . . O.. LANDING AREA -4'X4' MIN. DIMENSIONS, ...... ..w..... MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" ..... ........ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN ......... THE DIRECTION SHOWN AND CROSS SLOPE .................. n ......... IA...... ....... . "i .h....... �...... � ....... . �c 0+00 0+50 0+75 /MT I H EREBY CERTI FY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BY OR J'E Y RECTS PER ISI dANO THATI ADULY LICENSED 1 g+�� T! �+ ST �`�''�"ESOTA. FEE10 PROFILE �i�lSV G � iia JUST Vas s ru -i o /19/2023 FEET uc. rvo. gROq�wq )'s TRFFT � / ONE WAY DIRECTIONAL F&I: / 12 SQ FT TRUNCATED DOMES / (SQUARE) \ \ v � Q 4 yto 4 oX � ° a 4 MAPLE STREET & BROADWAY STREET W - NE QUAD ........ m.N..............^ ......... ........ + ..............+ ........ ........ .. .J ..............0 .......... a 930 ................> ........ 930 ........ .................. ........ 00 T O T O 925 m ...... ....... 925 0+00 0+50 1+00 2040 HM- EAST0 NCITU' ❑ F �_HE WILLVAR, ,OTA 56230LTON Phone: (320)231-m.commaril: Will@boltonontica& MENK No. www.bolton-menk.Dom J LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + ♦ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - Q CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB & GUTTER MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT MAPLE STREET & BROADWAY STREET W (CSAH 75 SHEET C6.37 �o ,y ooh eROgD�q y � ° ST RFFT w \ D 6" QC, \ \ h \� D \S, ONE WAY DIRECTIONAL 0. F&I:7 12 SQ FT TRUNCATED DOMES (SQUARE) 0 0.. / PT 6" / LJ P/O'� v LINN STREET & BROADWAY STREET W - SW QUAD ys� ys� �. ......... a—I N ..........VPI: ......N . ......... ......... N....... + s w' ...... . �"EL:929:07 930 ......... m....... 930 s. ......... ........... w....... 930 CORRECTIONS SHOULD NOT EXCEED 0.5% ^, ...... o ....... � r .........-i o.......o o.......00 oao........ . . . � DRAINAGE FLOW ARROW ........a POUR AREA IN FRONT OF TRUNCATED 925 0.......a 0.......a�........ 925 0+00 0+50 1+00 ONE WAY DIRECTIONALED F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) 0 o �" Rogo�q ys TF 0 m� �a 0) 011 - 6" A, A° 0000 4 B 6" ° S 9 8 X7492 Ec I 4 �� / Q LINN STREET & BROADWAY STREET W - SE QUAD 35 935 a—I N ..........VPI: 042:6 930 s w' ...... . �"EL:929:07 930 CORRECTIONS SHOULD NOT EXCEED 0.5% ^, ...... o ....... � r oN Fl: 929.0 EXTEND LIMITS � DRAINAGE FLOW ARROW 925 POUR AREA IN FRONT OF TRUNCATED 925 0+00 0+50 0+7s LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSSSLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (Si BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �i THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% � IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - � PLAN O 2S THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED IGNED SHEET BY DR S PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) � HOR2. PR FE f ❑FDRAWN 6 10 gpLTONCITY � DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SCALEETWILLMAR,MINNESOTA56201�aHORz.PROFILE Phone: (320) 231-3956 , cxrcRED ° 10 tp/ c6.3 s SCALE FEET Email: Willmar@bolton-menk.com �ontl�ella PEDESTRIAN RAMP DETAILS g � VERT JUST /'� �c M E N K www.bolton-menk.mm IENrPRD,.NO, �� SCALE EET ��� ru � i 1.6n9/2023 CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER LINN STREET &BROADWAY STREET W CSAH 75 ONE WAY DIRECTIONAL / \F&I: \ 12 SQ FTTRUNCATED DOMES (SQUARE) /\ / 4 6\Z�J 61 6 b QS e'QO q0 �.ysT RFFTw 01 6" 928 9S G(2�-o ❑1 0" V / \ LINN STREET & BROADWAY STREET W - NW QUAD 935 935Do .......+ O 01.....0.. + 01..... C a LL3.11.41% 930 ......... - . 4 ......... ......... 0+00 0+50 0+75 ysT RFF�w ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) � F&I: 12,LF C&G DES V4 LINN STREET &BROADWAY STREET W - NE QUAD00 35 935 a d .................... 930..: � 930 925 � cD ...... ON � ...... ON � ....... 925 o+so 1+00 1+25 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - o a n ysT RFF�w ONE WAY DIRECTIONAL F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) � F&I: 12,LF C&G DES V4 LINN STREET &BROADWAY STREET W - NE QUAD00 35 935 a d .................... 930..: � 930 925 � cD ...... ON � ...... ON � ....... 925 o+so 1+00 1+25 LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP -SLOPE SHALL (5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN �+ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP -SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITIO N PANEL - CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY PLAN U L1 THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED ivnev SHEET BY OR UN ER Y RECiS PER I51 dANO THATI ADULY LICENSED 2040 HIGHWAY I2 EAST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HQR2. PR FE f 1 Ef 1 T! ST ESOTA. °PAWN 6 10 �RWILLMAR,MINNESOTA56201�LDOWNTOWN BOLTON ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTHORZ.OSCALEFEE1PROFILEPhone:(320)231-3956a cxrcPE° c6.39 SCALE FEET Email: Willmar@bolton-menk.com iiAoPEDESTRIAN RAMP DETAILS - VERT wsr '� �c M E N K www.bolton-menk.com CLIENT P"°�.NO, ��� On/ --,FEET D�.N°. rub �1.6n9/2023 SCALE � 'i CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS � DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB &GUTTER LINN STREET &BROADWAY STREET W (CSAH 75) s / 41 ONE WAY DIRECTIONAL S1P F&I: 12 SQ FT TRUNCATED DOMES (SQUARE) O= v� 2 Q 30 30 � � 30 6„ J / v Zb ° or, WSJ► 4 moo„ 4 6" B,q�q O�q ysT RFFT LOCUST STREET & W BROADWAY STREET - NW QUAD SBR �ks aTRFFT 8, 6" ON INP CE CONCRETE WALI(i COMBINED DIRECTIONAL (�F&I: 1 24 SQ FT TRUNCATED DO ES (SQUARE) v 0" 4 . zj 6 ❑1 / ° / \ 4844 4 h, Nom. a 3'� /� I �•�•• V LOCUST STREET & W BROADWAY STREET - NE QUAD COMBINED DIRECTIONAL F&I: 24 SQ FTTRUNCATED DOMES (SQUARE) 3 0"- 3" 4 ❑ 1 0„ 6" S ° 4 6" RS3n, a 4 41, / o= ••• / / C i MEDIAN PEDESTRIAN REFUGE F&I: 24 SQ FT TRUNCATED DOMES (SQUARE) LEGEND 4 \ ° `o TRUNCATED DOME Icx[D D.. SHEET MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" 0 / LJ &31� °°°°°4 ❑1 a INDICATES PEDESTRIAN RAMP - SLOPE SHALL PEDESTRIAN RAMP DETAILS 0' / a v� 6 -. a / (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% ONE WAY DIRECTIONAL / F&I: 12 SQ FT TRUNCATED DOMES SLOPE SHALL NOT EXCEED 2.0% (SQUARE) INDICATES TRANSITION PANEL - ON INP CE CONCRETE WALI(i COMBINED DIRECTIONAL (�F&I: 1 24 SQ FT TRUNCATED DO ES (SQUARE) v 0" 4 . zj 6 ❑1 / ° / \ 4844 4 h, Nom. a 3'� /� I �•�•• V LOCUST STREET & W BROADWAY STREET - NE QUAD COMBINED DIRECTIONAL F&I: 24 SQ FTTRUNCATED DOMES (SQUARE) 3 0"- 3" 4 ❑ 1 0„ 6" S ° 4 6" RS3n, a 4 41, / o= ••• / / C i MEDIAN PEDESTRIAN REFUGE F&I: 24 SQ FT TRUNCATED DOMES (SQUARE) LEGEND I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BWNPE Y RECLICENSED PEsoTA 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 BOLTON TRUNCATED DOME Icx[D LANDING AREA -4'X4' MIN. DIMENSIONS, SHEET MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP a INDICATES PEDESTRIAN RAMP - SLOPE SHALL PEDESTRIAN RAMP DETAILS BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN i ♦ THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. EPONo.tv� INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% LOCUST STREET &BROADWAY STREET W CSAH 75 IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - O CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW ❑ POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB & GUTTER wB Ro�qo ql STREET LOCUST STREET & W BROADWAY STREET - SW QUAD LOCUST STREET & W BROADWAY STREET - SE QUAD LOCUST STREET & W BROADWAY STREET - MEDIAN REFUGE 0 5 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BWNPE Y RECLICENSED PEsoTA 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 BOLTON r OF Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRWN CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT HORZ. (320) 231-3956 a CG.4O PEDESTRIAN RAMP DETAILS SCALE FEET ma il: W@n-menk.comMont�ce �MENK ru� icn9/2023 EPONo.tv� w.bolton-rnenkm LOCUST STREET &BROADWAY STREET W CSAH 75 1 0 ♦ \ 4 j COMBINED DIRECTION L COMBINED DIRECTIONAL ♦ F&I: F&I: ♦ 24 SQ FT TRUNCATE DO E 36 SQ FT TRUNCATED DOMES 0" / 4' (SQUARE) 4 (SQUARE) O / r ♦ a a o000 011 F ♦ / 4 � a O 81 r 6" ;O �S1, I2 ti IE y (DA, ~o S F b' \0 \\\° ° ° a °o 0 4 4.. \ � 0 0.. / Y 6 6' 4 U' � \� 4' o 6' 4 MEDIAN PEDESTRIAN REFUGE 4 F&I: \ 24 SQ FTTRUNCATED DOMES MEDIAN PEDESTRIAN REFUGE \ o (SQUARE) F&I: \ 0' \ / (SO, AR ; TRUNCATED DOMES \ 6' \ \ BROADWAY STREET W (CSAH 75) & WALNUT STREET NE QUAD DIRECTIONAL BROADWAY STREET W (CSAH 75) & WALNUT STREET NW QUAD p F&I: 24 54 FT TRUNCATED DOMES _ — (SQUARE) 10 LEGEND ° ° 0.1 i INDICATES TRANSITION PANEL - < TRUNCATED DOME (D CORRECTIONS SHOULD NOT EXCEED 0.5% i PER FOOT CROSS SLOPE. IF NECESSARY i 6" LANDING AREA -4'X4' MIN. DIMENSIONS, EXTEND LIMITS MAX. 2.0%CROSSSLOPE IN ALLDIRECTIONS. -1111— DRAINAGE FLOW ARROW X" CURB HEIGHT / POUR AREA IN FRONT OF TRUNCATED _ 6" CONCRETE PEDESTRIAN RAMP 0 DOMES INTEGRAL WITH CURB & GUTTER / CROSSWALK WIDENING: PROTECT EXISTING COMPLIANT 4 INDICATES PEDESTRIAN RAMP - SLOPE SHALL PEDESTRIAN RAMP AREA. Q ll BVI a o C5� BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN ° FIELD FIT REPLACEMENT DOMES, / THE DIRECTION SHOWN AND CROSS SLOPE CURB & GUTTER AND CONCRETE / SHALL NOT EXCEED 2.0%. // WALK TO MATCH AT EX. JOINT o INDICATES PEDESTRIAN RAMP -SLOPE SHALL LOCATIONS, COLORING & Q () / (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% / ELEVATIONS. / IN THE DIRECTION SHOWN AND CROSS / SLOPE SHALL NOT EXCEED 2.0% BROADWAY STREET W (CSAH 75) & WALNUT STREET SE QUAD s '_ti IHEREBYCERTIFYTHAT THISPIAN,SPECIFICATION, ORREPORTWASPREPARED DIcx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECi5 PER 151 dANOTHATI ADULYLICENSEO BOLTON 2040 HIGHWAY I2 EAST SHEET 0 5 10 PR FE 1 Ef J T! ST EsoTA. CITY ❑ F DRAW" SryT�I(R 7°p�y�" WILLMAR, MINNESOTA 56201 V L U G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 SCALE FEET Jusr Montice a `"""° PEDESTRIAN RAMP DETAILS CG.41 �c M E N K Email: W .Ijolton-men-menk.com rub iQn/ 9/2023 www.bolton-menk.com CLIENT WALNUT STREET & BROADWAY STREET W CSAH 75 a. MEDIA o 0 7ZA200 E.B. BROADWAY STREET W (CSAH 75) p - D D° o. S 6- 29 I ° B44 0 i� O O �g I HEREBY CERTIEV THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BY OR UN E,11 R Y RECiS PER I51 dANO THATI ADULY LICENSED D 1D 20 PR FE f 1 Ef 1 T! �+ ST ESOTA. c o HORZ. G ?�" SCALE FEET JUST t ru i on, 9,20ru � i on, 9,2023 Js O 737810 y O /�6 4" 4 - 0" i 8 5 I 2 (a I o D IGNEB :30LTON 2040 HIGHWAY I2 EAST CITU' ❑F Awe WILLhone MINNESOTA 56201 , raED N Phone: (320) 231-3956 N�ant�cella DHIENrPR Email: Willmar@bolton-menk.com www.bolton-menk.com SIGNAL POINT NO. LEGEND POINTS Y INPLACE SIGNAL POLE r� PROPOSED SIGNAL POLE 522864.8270 PEDESTRIAN PUSH BUTTON STATION ❑H HAND HOLE XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) 6.4 CONSTRUCT CONCRETE CURB & GUTTER 522857.4279 LANDING AREA- 4'X 4'MIN DIMENSIONS 6.0 AND MAX 2.0% SLOPE IN ALL DIRECTIONS S INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM 219766.6858 IN THE DIRECTION SHOWN AND CROSS SLOPE 0.0 SHALL NOT EXCEED 2.0% 927.00 INDICATES PEDESTRIAN RAMP - SLOPE SHALL F BE GREATER THAN 2.0% AND LESS THAN 5.0% 926.87 IN THE DIRECTION SHOWN AND CROSS SLOPE 522875.0736 SHALL NOT EXCEED 2.0% 926.71 DRAINAGE FLOW ARROW SIGNAL POINT NO. CONTROL X POINTS Y DISTANCETO FRONT OF LANDING (FT) DISTANCE TO BACK OF LANDING (FT) PB4-1 522864.8270 219634.2911 6.0 2.0 PB6-1 522899.6451 219749.0636 2.0 6.4 PB6-2 522857.4279 219663.6455 6.0 2.0 PB8-2 ON POLE 2 522929.9549 219766.6858 5.5 0.0 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN RAMP DETAILS PINE STREET & BROADWAY STREET W (CSAH 75) SHEET C6.42 CONTROL POINTS POINT NO. X Y ELEVATION 1 522900.7958 219742.0630 927.75 2 522911.0535 219743.8349 927.68 3 522930.7468 219753.4559 927.15 4 522938.1245 219760.1713 927.17 5 522866.1163 219669.9339 927.00 6 522871.1738 219660.3442 926.87 7 522875.0736 219645.9922 926.71 8 522875.4618 219634.3948 926.51 25 522885.2095 219762.9449 928.75 26 522901.5294 219755.2446 928.34 27 522917.5208 219759.4741 927.79 28 522927.9860 219765.2476 927.63 29 522855.5798 219662.5849 927.44 30 522862.3654 219645.0859 927.16 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN RAMP DETAILS PINE STREET & BROADWAY STREET W (CSAH 75) SHEET C6.42 DEPRESSED CORNER TRUNCATED DOME F&I: LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSSSLOPE IN ALL DIRECTIONS. 37 SQ FTTRUNCAiED DOMES (RADIAL) CURB HEIGHT _ R/�FRS�RF INDICATES PEDESTRIAN RAMP - SLOPE SHALL O BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE FT INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% DO SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - Q CORRECTIONS SHOULD NOT EXCEED 0.5% 41pIq, 6" kQ 0./ DRAINAGE FLOW ARROW A, DOMES INTEGRAL WITH CURB & GUTTER �0 6" 6' RIVER STREET & LOCUST STREET SE QUAD R��FR STREET a� �2 01 Lo' 1g 3S h� �Q ti r / 5 ♦ / 6• ONE WAY DIRECTIONAL j F&I: 'p 12 SQ FT TRUNCATED DOMES / All, (SQUARE) � 1 S [to] 1 CiJ ° =J �l \\� ° l l 6" h ° 1 Q ° 1 4 ° S 4 o' ® ` ONE WAY DIRECTIONAL F&I: 16 SQ FT TRUNCATED DOMES (SQUARE) R��FRTR e S ' FFT RIVER STREET & WALNUT STREET NE QUAD ` R/VER STREET DO o -o ;, DO o Do X29 h. ZJ F \\v • SQ - 1 COMBINED DIRECTIONAL F&I: 28 SQ FT TRUNCATED DOMES ---LSQUAREZ----------------- - ------ LEGEND TRUNCATED DOME LANDING AREA -4'X4' MIN. DIMENSIONS, MAX. 2.0% CROSSSLOPE IN ALL DIRECTIONS. X" CURB HEIGHT _ 6" CONCRETE PEDESTRIAN RAMP INDICATES PEDESTRIAN RAMP - SLOPE SHALL O BE BETWEEN 5.0% MIN. AND 8.0% MAX. IN + THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL (F� BE GREATER THAT 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES TRANSITION PANEL - Q CORRECTIONS SHOULD NOT EXCEED 0.5% PER FOOT CROSS SLOPE. IF NECESSARY EXTEND LIMITS DRAINAGE FLOW ARROW POUR AREA IN FRONT OF TRUNCATED DOMES INTEGRAL WITH CURB & GUTTER RIVER STREET & WALNUT STREET SW QUAD RIVER STREET & WALNUT STREET SE QUAD :s IHEREBYCERTIFYTHATTHISPIAN,SPECIFICATION, OR REPORT WAS PREPARED ICNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUN ER Y RECTS P:I�D YBOLTON 2040 HIGHWAY I2 EAST SHEET 0 5 10 PR FE f 1 Ef 1 ❑ F DRAWNSryT�IR WILLMAR, MINNESOTA 56201 L DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT no HORZ. Phone: r@bolt31-men , ontkdo CHECKED e6.43 5p SCALE FEET JUST /'� & M E N K Email:W .Ibolton-men-menk.com PEDESTRIAN RAMP DETAILS ru 11.6n9,2023 www.bolton-menk.mm EN PRo1 No, LOCUST STREET, WALNUT STREET, PINE STREET & RIVER STREET I I I 1 11 11 1 I I II I I II II I I II II I I II II I I II II I 111 II I I II I I I II I II I I 1 II I I II II I 1 II II II 1 I Z 11 � � 11 II I I 11 0 11 O U II 5 Z 11 W Cc F► I II If I I II If IW I II II I I Z II I I S 6, a PBNE-X3jj II I a I m I I\ I I I \\\ ako \ \ \ 12 \ �\ S \ \\ io \ d 4„ d PBNE-X 'p S 6" 4" 9 0" 0" 10 RIVER STREET EAST RIVER STREET �13 u� i� 33 0 c o HORZ. 5p SCALE J I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BY ORT-Ell RECiS PER I51 dANO THATI ADULY LICENSED 1D 2D PR FE f q TI yl[ST p�N1y LICENSED FEET JUST � t*�Il W IQ I On/ 9/2023 IQ i cin 23 1 II I II I II I I II I II I II I II I I II I I II I II I II I I II I I II I II I II SIGNAL CONTROL POINTS DISTANCE TO FRONT OF POINTNO. X Y LANDING (FT) LEGEND PBNE-X 523084.4664 INPLACE SIGNAL POLE 2.0 PROPOSED SIGNAL POLE PBNE-X1 523105.0463 PEDESTRIAN PUSH BUTTON STATION 1.6 HAND HOLE f XXX CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) PBSE-XI 523067.9373 CONSTRUCT CONCRETE CURB & GUTTER 7.6 LANDING AREA - 4'X 4' MIN DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS INDICATES PEDESTRIAN RAMP -SLOPE SHALL S BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% DRAINAGE FLOW ARROW SIGNAL CONTROL POINTS DISTANCE TO FRONT OF POINTNO. X Y LANDING (FT) DISTANCE TO BACK OF LANDING (FT) PBNE-X 523084.4664 220099.1771 2.0 16.0 PBNE-X1 523105.0463 220107.2636 1.6 5.7 PBSE-X 523067.8659 220064.8203 6.0 10.0 PBSE-XI 523067.9373 220045.2178 7.6 2.0 CONTROL POINTS / POINT NO. X Y ELEVATION 9 523081.9875 220092.7905 0.00 / 10 523087.4389 220090.2514 0.00 / 11 523106.9548 220098.2412 924.37 12 523110.4050 220103.4567 924.28 13 523072.2817 220070.0014 925.34 14 523075.3693 220041.3905 925.69 31 523064.1943 220055.4740 925.63 32 523066.3863 220046.4792 925.77 33 523083.4754 220108.3411 924.99 34 523101.5734 220111.7610 924.83 240H M - EAST0 CITU❑ F �,A_E WLL.AR, ,OTA 6230LTON Phone: (320) 231-m.com ontmaril: Will@boton9f(do MENK No. www.bolton-menk.Dom J MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN RAMP DETAILS RIVER STREET, & PINE STREET SHEET C6.44 NOTES & GUIDELINES GENERAL INFORMATION: 1. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN THE DEVICES IN THIS TRAFFIC CONTROL PLAN UNLESS OTHERWISE NOTED. 2. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER. 3. ALL DISTANCES ARE APPROXIMATE. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND BUSINESSES AT ALLTIMES DURING CONSTRUCITON. (NOT SHOWN IN THE PLANS) 6. SIGN PLACEMENTS SHALL NOT OBSTRUCT EXISTING SIGNS. 7. ALLTRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS." 8. ALLTRAFFIC CONTROL DEVICES PROVIDED BY THE CONTRACTOR FOR TRAFFIC CONTROL DURING CONSTRUCTION SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE WHEN THEY ARE NO LONGER NEEDED. 9. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS IN ACCORDANCE WITH THE MnMUTCD. 10. THE ITEM "TRAFFIC CONTROL COVERS ALL DEVICES SHOWN ON THE PLAN SHEETS AND OTHER SETUP REQUIRED BYTHE CONTRACTOR'S OPERATIONS. THE CONTRACTOR 15 RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES NEEDED FOR THE PROJECT. 11. ALL PLAN SHEETS ARE TO SCALE UNLESS OTHERWISE NOTED WITH DISTANCES. 12. A WRITTEN NOTICE SHALL BE PROVIDED TO THE CITY OF MONTICELLO 7 DAYS PRIOR TO BEGINNING OF CONSTRUCTION. 13. ALL SIGNS FOR TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION ARE NOT SHOWN. CONTRACTOR SHALL PROVIDE ADDITIONAL SIGNS AS NECESSARY FOR ALTERNATIVE PEDESTRIAN ROUTE. 14. CONTRACTOR TO MAINTAIN ONE PEDESTRIAN ROUTE ON ONE SIDE OF THE ROAD OR THE OTHER AT ALL TIMES. 15. CONTRACTOR TO PROVIDE PEDESTRIAN ACCESS IN EACH DIRECTION THROUGH CONSTRUCTION AREA AT ALL TIMES. SIGNING: 1. ALL TRAFFIC CONTROL DEVICES ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER. 2. WHEN SIGNS ARE PLACED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER HEIGHT AND LATERAL OFFSET AS SHOWN IN THE "TYPICAL TEMPORARY SIGN FRAMING & INSTALLATION DETAILS" IN THE PLAN. IF THIS IS NOT POSSIBLE, THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED AS SOON AS POSSIBLE. 3. ALL ORANGE WARNING AND ORANGE GUIDE SIGNS SHALL BE FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MnDOT APPROVED PRODUCT LIST FOR "SHEETING FOR RIGID TEMPORARY WORK ZONE SIGNS, DELINEATORS, AND MARKERS". 4. BARRICADES SHALL BE TYPE III AND FABRICATED WITH SIGN SHEETING MATERIAL AS LISTED ON THE MnDOT APPROVED PRODUCT LIST FOR "BARRICADE SHEETING", 5. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS ARE PLACED AS NEEDED, OR PROVIDE TEMPORARY SIGNING ATTHEIR EXPENSE UNTIL THE FINAL SIGNING IS PLACED. 6. STAGING AND TRAFFIC CONTROL SIGNAGE (F&I, REMOVE, ECT.) SHALL BE INCLUDED IN LUMP SUM TRAFFIC CONTROL. 7. THE ACTUAL NUMBER OF BARRICADES REQUIRED AT EACH LOCATION MAY VARY DEPENDING UPON THE SIZE OF BARRICADES USED, THE WIDTH OF THE ROAD CLOSURE AND THE MOVEMENT OF LOCAL AND CONSTRUCTION TRAFFIC. 8. ALL SIGN POSTS USED FOR CONSTRUCTION SIGNS SHALL BE REMOVED AND THE SURROUNDING GROUND RETURNED TO ITS ORIGINAL CONDITION WHEN SIGNS ARE NO LONGER NEEDED. 9. SIGNS MOUNTED ON TYPE III BARRICADES SHOULD NOT COVER MORE THAN 50 PERCENT OF THE TOP TWO RAILS OR 33 PERCENT OF THE TOTAL AREA OF THE THREE RAILS. PAVEMENT MARKING: 1. THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. 2. MASK ANY CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PLACEMENT OF TEMPORARY AND FINAL STRIPING. 3. CONTRACTOR TO PROVIDE TEMPORARY STRIPING FOR 4TH STAND TH 25 TEMPORARY SIGNAL. CONSTRUCTION INFORMATION SIGNING: 1. THE CONTRACTOR SHALL USE CONSTRUCTION INFORMATION SIGNING AS SHOWN IN THE PLAN AND WHICH ARE TO BE USED AS FOLLOWS: 2. G20 -X2 WORK ZONE ADVANCE NOTICE SIGNS WITH THE CORRECT STARTING DATE DISPLAYED BEFORE WORK BEGINS. ONCE WORK BEGINS, THE START DATE LEGEND SHALL BE COVERED BY THE SUGGESTED PLAQUE CONTAINED IN THIS PLAN. 3. CONSTRUCTION INFORMATION SIGNING NOT VISIBLE TO THE MOTORING PUBLIC ONCE WORK BEGINS WILL BE MOVED BY THE CONTRACTOR TO A SITE IN ADVANCE OF THE WORK ZONE OR CLOSURE AS DIRECTED BY THE PLAN OR PROJECT ENGINEER. TRAFFIC CONTROL NOTES: 1. PLACE "END DETOUR" SIGNS PER PLAN. THESE SHALL BE PLACED ATTHE BEGINNING OF CONSTRUCTION AND SHOULD STAY INPLACE UNTIL ALL WORK HAS BEEN COMPLETED. 2. LANE CLOSURES ALONG TH 25 ARE ONLY PERMITTED DURING OVERNIGHT HOURS. CONTRACTOR SHALL UTILIZE THE "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" IN ORDER TO COMPLETE ANY CURB OR PAVEMENT WORK THAT WOULD REQUIRE A LANE CLOSURE. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED PRIOR TO THE AM PEAK TRAVEL TIMES. CONTRACTOR TO COORDINATE WITH MNDOT REGARDING ANY CLOSURES ALONG TH 25. I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUffI fERISIBY DRUPERAND THATI ADULYIICENSEDTHATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FEPR FE RT!STEOTAT!STEOTA. CITY 0 F MNN R i«�°WILLMAR, MINNESOTA 56201LG I V I �t DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgsp $� r �n M E N K Phone: r@b 231 -men , N�antlC�lla CHECKED 07,01 uA11 NCc A ll.9iiC�' I �o �^t/19/2023 7 Email:W .bolton-men-menk.com IENTPEW,NO, TRAFFIC CONTROL PLAN (� % www.bolton-menk.mm TITLE SHEET TRAFFIC CONTROL INDEX SHEET NUMBER SHEETTITLE C7.01 TITLE SHEET C7.02 DETOUR PLAN C7.03 BUSINESS ACCESS DETOUR C7.04 BROADWAY ST TRAFFIC CONTROL C7.05 4TH ST TRAFFIC CONTROL C7.06 TEMPORARY PROPERTY ACCESS ® AREA CLOSED TO TRAFFIC / WORK AREA TEMPORARY ACCESS ROAD TRAFFIC CONTROL SIGN II TYPE C BARRICADE = TYPE A FLASHING WARNING LIGHT CHANNELIZERS I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUffI fERISIBY DRUPERAND THATI ADULYIICENSEDTHATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FEPR FE RT!STEOTAT!STEOTA. CITY 0 F MNN R i«�°WILLMAR, MINNESOTA 56201LG I V I �t DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgsp $� r �n M E N K Phone: r@b 231 -men , N�antlC�lla CHECKED 07,01 uA11 NCc A ll.9iiC�' I �o �^t/19/2023 7 Email:W .bolton-men-menk.com IENTPEW,NO, TRAFFIC CONTROL PLAN (� % www.bolton-menk.mm TITLE SHEET GENERAL NOTES; NOT TO SCALE 1. GROUND MOUNTED SQUARE TUBE SIGN STRUCTURES PLACED WITHIN 50' OF THE RADIUS END OF AN INTERSECTION SHALL BE PLACED ON ONE 2" OR 2-1/2" POST. 2. FOR 2" SQUARE TUBE RISER POST IN SOIL, USE FIN BASE PLACED PER MANUFACTURER'S SPECIFICATIONS. USE A 2" X 2" PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE RISER POST. PLACE 3/8" STAINLESS STEEL BOLT THROUGH THE 5TH HOLE DOWN FROM THE TOP OF THE BASE. RISER POST SHALL REST ON THE BOLT. 3. FOR 2-1/2" SQUARE TUBE RISER POST IN SOIL, USE SLIP BASE PLACED PER MANUFACTURER'S SPECIFICATIONS USING A 10 GAUGE, 2-1/2" X 2-1/2" PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE RISER POST WITH A 10 GAUGE 2-3/16" X 2-3/16" PRE -PUNCHED, GALVANIZED STEEL, SQUARE TUBE INTERNAL INSERT. DETOUR SPECIFIC NOTES; U IF ANY PART OF A SIGN OR SIGN ASSEMBLY EXTENDS MORE THAN 4" INTO THE PEDESTRIAN FACILITY, THE MINIMUM HEIGHTTO EAST BOTTOM OF THE SIGN OR SIGN ASSEMBLY SHALL BE 7'. I MINNESOTA Iv6' - 12' FROM EDGE OF ROADWAY, MUST BE A MINIMUM OF 6' FROM EDGE OF PAVED SHOULDER (WHEN PRESENT). 47 OF GROUND MOUNTED TEMPORARY SIGN OR SIGN ASSEMBLY IS PLACED ON 2-1/2" SQUARE TUBE RISER POST(S), THE MINIMUM CLEARANCE FROM THE GROUND LINE TO THE BOTTOM OF THE LOWEST SIGN ON THE ASSEMBLY SHALL BE 7', OR AS SHOWN IN DETAIL, 4' MIN � © JCT OFFSET WHICHEVER IS GREATER. MINNESOTA 4D5' MINIMUM IN RURAL. 7' MINIMUM IN BUSINESS, COMMERCIAL, OR RESIDENTIAL AREAS. 3 65 � C/HEN MULTIPLE GROUND MOUNTED SIGN STRUCTURES ARE PLACED ADJACENTTO EACH OTHER THERE SHOULD BE NO MORE THAN 2 POSTS WITHIN 84" OF LDDNTY 4' MIN EACH OTHER. WHEN THIS SPACING CAN NOT BE MAINTAINED, THEN SIGN STRUCTURES SHALL BE OFFSET, AND STAGGERED WITH A MINIMUM OF 4' BETWEEN OFFSET SIGN STRUCTURES BOTH LATERALLY AND LONGITUDINALLY. EXAMPLE SHOWS DETOUR SIGNAGE, BUT THIS REQUIREMENT APPLIES TO ALL SIGNAGE. J/ ®NPLACE AND/OR OTHER CONSTRUCTION SIGNING. DETOUR 2' MIN. FROM FACE WEST OF CURB MINNESOTA CONSTRUCTION SIGN POST 47 OFFSET SPACING O 40 EE MIN. 7' MIN. 6'-12' 5- O 7' MIN. 7' FROM ROADWAY MIN. 6 MIN. O ROAD FROM ROA ROADWAY ------------------- - WORK GROUND LINE GROUND LINE WALKWAY TYPICAL RURAL DESIGN TYPICAL RURAL DESIGN WITH SUPPLEMENTAL AND 2" RISER POST PLAQUE AND 2-1/2" RISER POST BUSINESS,COMMERCIAL, OR RESIDENTIAL AREA i�IObb(�04G1 (�G�Obb(��OpGI TO 0 o 6'-12' 6'-12' FROM ROADWAY FROM ROADWAY V4 BEGINSAUGUST 31 �o 5' MIN CE 6'-12' � 7'4 FROM ROADWAY MIN. 4 MIN. 7' MIN. -- MIN. ------- —�N. --� --- Q-- ------ -- --� ----------------- -------— — — — — ————— — — — — — —— — GROUND LINE GROUND LINE GROUND LINE TYPICAL G20 -X2 DESIGN TYPICAL RURAL DESIGN WITH SUPPLEMENTAL TYPICAL RURAL DESIGN PLAQUE AND 2" RISER POST 2-1/2" RISER POST PUBLISHED BY OTE 03/15/2021 MODIFIED BY TEMPORARY SQUARE TUBE GROUND MOUNTED SIGN PLACEMENT I HEREBY Hls1a",11-11 "TI°",°" RTwASPREPARED BY DRCUNDER���,,,������yyyIIIYYNNN,���� RECT,17}U' 1 151 d$A\gNFU��T/.1H.�lAT I (p DULY LICENSED PRI LE 2040 HIGHWAY 12 EAST TON WILL MAR, MINNESOTA 56201(nNi✓/6vv2— C f 7 4• n F ""'° MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET `T' �J </<Jr�E=°�A- Phone: (3201231-3956 tMENK - N�04t o DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTpf�S�$�. c�.o2 "Ec.E° TRAFFIC CONTROL PLAN ZAC A Email: willcom www.Bolton-menk.com �^ ^� V97fCs� 1 �lAt/19/zoz3 I—R°,"°. L11 N. MOUNTING DETAILS BROgO�gY STREET a n rCS �4y 17 wo �w Z O �� Oy w w o" ky � Y y�Q7 Mai /alk hhh� M b Zp IIttx 13p 8bbZ -W / omo °ZkAw W9-taZ/ (z 1S3M W , (2gx aq -Y b FW 2/ oEToo �8/ h /lQr3 til 0 x P 9W J x Z/ (trxly OFT � � �`'� �;��,z ��ti SUR �`°,�� 4w, a rls2xa 4 y T`;�/ T Y/ W9 -IW J T S F any I b2J r� /7 k4.8 / ` ( b°0r3o , wFst 2/ 8Ixb2 (247.6M Q) h Reg�� ti tih tih N� Q Q /2MAIS) M b A' c x 77 BR�go�q y STRFFTFrCs q y �Sl /2MAIS) A' c x 77 ' Cb /7qk 6M 2qJ `+ (36X7- - - �- ) NOTES: IMAPLE TCH DETOUR ROUTE & GE S REETDU INGLOCUSTSTRI STREET OINTERSECTION wORk WORK. 9Nq MAPLE STREET ROUTE A MAXIMUM OF 10 V ,o CALENDAR DAYS. 35 0 100 200 I HEREBY CERTIFY THAT HIS FLAN,sHEEIEIC,TI°",°"RE"ORTWAILZEPARED 3Y ORUNDER Y REBS RI51 ANDTHATI ADULY LICENSED FR HE I SRT sT °OrEsoTa BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 LITS' ❑F ""`° MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET D—H nu V I V LG I V I Phone: 320 231-3956 t Il�ontlCello cHECRED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c7.03 TRAFFIC CONTROL PLAN DETOUR PLAN s SCALE FEET n r 7 Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.mm ZAC A /'� Dc. No rub �On/ 9,2023 N DRD.No. F''' M ti p3s'�h'b" �•`\ 6/Qo£~Fk� qO�q Y' Tp I Frv� b2 S W /tyv2/ L�V �T Stkt SS'I a2/ /b - FF q�W2/ 2tNIn61W Wg, W S` b obi O 1a?//2I SM IVR. o �0 CS �, (� I1 /b2xb SAxb2 1Sb3 /W9 ` R/�/� /82Y'Z 9p/ FF.h?2//2r 3MW ' 4***R ST /2O AF b7/ M /2O eOW 2/ 8 W2/BI��zOz/ C W FR/SFR °��/ 3 aSAO 4 `o. -t Nogry�zI /24 8A /b2 s/ rC�8/ w�Rk uy W +Oti � q gRFq zrxaz/ ro `Fe?ery ria aV}�' Mwesr=2/ �^� 0 3 F }OWN O�� j Fa0a0F p'ry EO8/ MI Roq p y /st V v b, a2 2 F 4'3 ryy.Ib2/ SUR ` I-2//st� /zyA;zryr NOgrH=2/ FF/ (Csq e" x'2/ ROaL, U Q2'£xWbb TF � bsxbZ//a S` ' ?s» H'Si a /2t o AFW 2/ x JR,3 ti �A,`�O}w �Ii4TyST IV e IV DETOUR SIGNAGE FOR SANITARY SEWER WORK WITHIN THE INTERSECTION OF TH 25 AND -� BROADWAY ST. -"' 0 150 300 "ISPLAN,SHEEIFICATIDH,D"RE" I1TwASHREPARED BY OREUNDER Y R-IER I51 AND THATI ADULY LICENSED FR rI SRT sT°p�y�+EsoTA. BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 ITS' ❑ F RR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET nu V I V LG I V I t Phone: 320 231-3956 Montkello CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C� s SCALE FEET ZACN.A /'� �.h ru Q i 1.6n9/2023 7 �c M E N K Email: Willmar@bolton-menk.com ===.bolton-menk.com MPRD,.No. TRAFFIC CONTROL PLAN DETOUR PLAN M0 "ROgo0/4 y ST RFFT44, � sgti WSJ Q� w I oRkgRFq I � �J O I \ I , O , � y I , I , 3Wh , ♦ ♦ SFr =�r � zc) 00 ro mWr �_ ♦y Fr. NaNn Ma rNn�9Nr<s o. eRO�j�wq y STRFFTerCS qy WSJ "' """ PE°""T'°"°""`"°RT WAS PREPARED "RER MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BY ORCUNDEft Y ftECrSUPER 151 ANDTHATI ADULYLICENSEO gpLTON 2040 HIGHWAY I2 EAST CITY ❑F 0 100 200 PRjrI SRT sT°p�y�+EsoTn. WILLMAR, MINNESOTA 56201 "w" V I V LG I V I DR DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT `u t ' ' Mo4ilAo cHECRrD c7.05 s SCALE FEETL HE & M E N K Phone: 320 231-3956 •- ZACH.A /'� 7 Email: Willmar@bolton-menk.com TRAFFIC CONTROL PLAN o 3 �. 7 ru i 1.6n9/2023 www.bolton-menk.mm = MPRD,."°. BUSINESS ACCESS DETOUR • / � • / / / � , RFFTy F/cs \ \\ kg6, Q 6 / \ \ �o- lav on uNOER v REasuren`isi�`�`nNo rHnri v a<eNseo° 2040 HIGHWAY I2 EAST ��Vn�� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 60 P" F I r sr Esorn. CITY ❑ F — " g'" rMLET ON WILLMAR, MINNESOTA 56201Phone: (320)231-3956 i*7 aoA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET ZAc A �N K Email: Willmar@bolton-menk.com ' iV1�7L1 `"""`° TRAFFIC CONTROL PLAN C7'06 w .bolton-menk.aom re PRCB "o r "o (Yns ru Q i On/ 9,2023 BROADWAY ST TRAFFIC CONTROL \ \ \ \ \ • / � • / / / � , RFFTy F/cs \ \\ kg6, Q 6 / \ \ �o- lav on uNOER v REasuren`isi�`�`nNo rHnri v a<eNseo° 2040 HIGHWAY I2 EAST ��Vn�� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 60 P" F I r sr Esorn. CITY ❑ F — " g'" rMLET ON WILLMAR, MINNESOTA 56201Phone: (320)231-3956 i*7 aoA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET ZAc A �N K Email: Willmar@bolton-menk.com ' iV1�7L1 `"""`° TRAFFIC CONTROL PLAN C7'06 w .bolton-menk.aom re PRCB "o r "o (Yns ru Q i On/ 9,2023 BROADWAY ST TRAFFIC CONTROL z � � I I' • / � • / / / � , RFFTy F/cs \ \\ kg6, Q 6 / \ \ �o- lav on uNOER v REasuren`isi�`�`nNo rHnri v a<eNseo° 2040 HIGHWAY I2 EAST ��Vn�� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 60 P" F I r sr Esorn. CITY ❑ F — " g'" rMLET ON WILLMAR, MINNESOTA 56201Phone: (320)231-3956 i*7 aoA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET ZAc A �N K Email: Willmar@bolton-menk.com ' iV1�7L1 `"""`° TRAFFIC CONTROL PLAN C7'06 w .bolton-menk.aom re PRCB "o r "o (Yns ru Q i On/ 9,2023 BROADWAY ST TRAFFIC CONTROL L / ti w ir (CSq )S • ayes ss % A. S�,yFSS / MOHy. RFo °Fs v v T/ Bq B� qRT S / 454's' Cs Asa oN�E`S ■ � A / / 41r / \ -A. i y2o y1w4kea \ / �R�qO / AYST I HEREBY "'s`aN,sPE"EI ATl°",°"REP°RTwA PREPARED I( MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BV OR`UNDER Y ftEC-SUPER 151 dANDTHATI ADULY IS 2040 HIGHWAY I2 EAST PR FE ET TT ISENSE E I }' n F WILLMAR, MINNESOTA 56201 0 30 60 "" N Phone: (320)231-3956 �j 7/� / j DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECTSCALE FEET E MPMLET N K Email: Willmar@bolton-menk.comYOS1t1L,r`,llLJ aeaeD C7,o7 zAc A TRAFFIC CONTROL PLAN w .bolton-menk.Dom CU— NG, D ND rub ic�n9/zoz34TH ST TRAFFIC CONTROL \ /i yy 4 / 2 1. \` � 1 y'yYo \� CONSTRUCT20'WIDE C TEMPORARY ACCESS ROAD WITH 6" AGGREGATE SURFACING WIDEN EXISTING DRIVEWAY / \ \ TO 20' WIDTH WITH �\ AGGREGATE SURFACING / - / 'yooT' qy M c / / F&qN� & �grgy EXISTING GARAGE TO REMAIrw� Sep tiSs aF Sq4 SYFS oN BLISS / CONTRACTOR SHALL / / SALON MAINTAIN ACCESS TO / ONE FRONTDOORS AOT ALL - / Ill A / TIMES FROM EITHER /A WALNUT SIDEWALK OR \ \ / FROM PARKING LOT DEMO BUILDING AT BEGINNING OF PROJECT V A • AND CONSTRUCT 6" AGGREGATE SURFACING �� \ FOR TEMP ACCESS AND PARKING \ FRANK & BESSIES ANTIQUES �MAINTAIN TEMP ACCESS / FOR VEHICLE AND / G PEDESTRIAN ACCESS TO / DANCE STUDIO, MATTRESS ANTIQUE ATALL TIMES SLEEP CONCEPTS / MATTRESS / / O LUCILLE MURRAY'S STUDIO OF DANCE / 7 I HEREBY °"T A ""E`""E° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET CERTIFY HIS PLANS EC CATI°N.°RREP BY OR UNDER Y RECTSUPERPISIIFI AND THA TI ADULY LICENSED 2040 HIGHWAY I2 EAST ,_ ll Y ��F 0 30 60 PRj�I I SRT sTA °pF�y�wESCTA. WILLMAR, MINNESOTA 56201 "w" V I V L G I V I O LTO N phone: MINN20) ESOTA 56 DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET 2A6 A �' M E N K Email: Willmar@bolton-menk.com Il�onticello `"""° TRAFFIC CONTROL PLAN C7'08 www.Bolton-menk.com IeNr PROL No r "1HD rub ic�n9/zoz3M1 TEMPORARY PROPERTY ACCESS SYMBOLS & MATERIALS LEGEND CROSSWALK BLOCK WHITE PERMANENT PAVEMENT MARKING PLAN PREFORM THERMOPLASTIC GROUND IN NOTES AND GUIDELINES` PAVEMENT MESSAGE (LT ARROW) WHITE ,l PREFORM THERMOPLASTIC GROUND IN PAVEMENT MESSAGE (RT ARROW) WHITE PREFORM THERMOPLASTIC GROUND IN PAVEMENT MESSAGE (ACCESSIBLE PARKING) WHITE PREFORM THERMOPLASTIC GROUND IN GENERAL INFORMATION: BROKEN LINE -40' CYCLE (10' LINE, 30' GAP) THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. WRIGHT COUNTY HIGHWAY DEPARTMENT WILL PLACE NECESSARY DOTTED LINE- 15' CYCLE (3' LINE, 12' GAP) "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS, LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. A TOLERANCE OF a INCH UNDER OR 1 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO ONE-HALF FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS, ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. MULTI COMPONENT (MULTI COMP): THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENT AND/OR LAITANCE ON LOW SPEED (SPEED LIMIT 35 MPH OR STRIPING KEY LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING SHALL BE USED FOR ALL EPDXY PAVEMENT MARKINGS.O CIRCLE -MULTI- COMPONENT THE MULTI COMP MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEANS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPDXY RESIN LINE TO A PROVIDE AN IMMEDIATE NO -TRACK SYSTEM. TRIANGLE-PAINT A MULTI COMP RESIN LINE 4" WIDE AND 15 MILL THICKNESS (WET), REQUIRES AN APPLICATION RATE 1ST DIGIT 2ND DIGIT 3RD DIGIT OF ONE (1) GALLON OF COMPONENTS FOR 320 FEET OF LINE. GLASS BEADS SHALL BE APPLIED AT A WIDTH PATTERN COLOR POUND PER GALLON RATE SUFFICIENT TO ACHIEVE AN ACCEPTABLE NO -TRACK SYSTEM. 4" a", ETC. S -SOLID WHITE B -BROKEN YY - -YELLOW T - DOTTED B - BLACK OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES D - DOUBLE ARE 50 DEGREES FAHRENHEIT OR GREATER. K- DOUBLE BROKEN H - DOUBLE DOTTED PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. PREFORMED THERMOPLASTIC: THE PREFORMED THERMOPLASTIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ON CLEAN AND DRY SURFACES. SEE SPECIAL PROVISIONS FOR PREFORMED THERMOPLASTIC MARKING SPECIFICATIONS. 7— G=GROUND IN W=WET REFLECTIVE C_CONTRAST E_ENHANCED SKID RESISTANCE _ 45W EXAMPLE: _ _ 4" SOLID LINE WHITE PREF THERMO GCW GROUND IN, CONTRAST, WET REFLECTIVE I HEREBY "ISP'"N,sPEaHC,TI IN, °RREP°RTwASPREPARE° MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET BY °ROON—fl—'S�U"PER IS1 d�AVNUJT+H�AT I^�pAOUjLwY�'LIIENSED 2040 HIGHWAY 12 EAST C f 7 }• C7 F PR I LEL T' J�isT 1 lJ I E= O LTO N WILLMAR, MINNESOTA 56201 N1A.N Phone: (3201231-3956 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pqs�$�`. M E N K N�onticcllo "Ec.Eo c�.o9 ZAo A 11975 ru IQt,IAt/19/zo23 Email: Willmar@bolton-menk.com IE"TpRo,"o. SIGNING &STRIPING PLAN www.bolton-menk.com TITLE SHEET SIGN AND DELINEATOR/ MARKER ST-A SIGN NUMBER PANEL SUPPORT REMOVE NUMBER SIGN OF POSTS I EACH SIGN SALVAGE SIGN INSTALL SIGN REMOVE SIGN PANEL SIGN PANEL SALVAGE SIGN PANEL INSTALL SIGN PANEL REMOVE DELINEATOR /MARKER DELINEATOR /MARKER DELINEATOR /MARKER PANEL PANEL CODE LEGEND SIZE (W x H) MOUNTING HEIGHT A DISTANCE TYPE RISER POST SIZE INCHESI INCHES FEET FEET SQ FT EACH EACH I EACH SQ FT I EACH EACH I EACH EACH EACH BROADWAY ST COUNTY COST S-1 R4-7 KEEP RIGHT 24 x 30 1 S-2 RS-1 DO NOT ENTER 30 x 30 1 5-3 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 1 S-4 R5-1 DO NOT ENTER 30 x 30 1 S-5 R4-7 KEEP RIGHT 24 x 30 1 5-6 DESIGN DESIGN W BROADWAY WALNUTST 48 48 x x 12 12 1 (1) S-7 R6-1L R6-1R R1-1 ONE WAY LEFT ONE WAY RIGHT STOP 36 36 30 x x x 12 12 30 1 S-8 M4-X2 M3-2 Ml-1 M5-1R ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ADVANCE TURN RIGHT COLOR 24 24 24 21 x x x x 12 12 24 15 1 5-g R4-7 OM1-2 KEEP RIGHT TYPE l OBJECT MARKER 24 18 x x 30 18 1 S-10 RS-1 DO NOT ENTER 30 x 30 1 S-11 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 1 5-12 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 1 1 S-13 R5-1 DO NOT ENTER 30 x 30 1 5-14 M4-X2 M3-2 M1-1 M6-1 ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ARROW COLOR 24 24 24 21 x x x x 12 12 24 15 1 S-15 R4-7 OM1-2 KEEP RIGHT 24 x 30 1 TYPE l OBJECT MARKER 18 x 18 1 S-16 R2-1 SPEED LIMIT 45 24 x 30 7 SQ-SOIL 2 1 5.00 5-17 R3-96 R8-3 TWO WAY LEFT TURN LANE NO PARKING 24 24 x x 36 24 7 SQ-SOIL 2-1/2 1 1 S-18 R2-1 SPEED LIMIT 45 32 x 30 1 S-19 R3-9dP R3-913 R8-3 END PLAQUE TWO WAY LEFTTURN LANE NO PARKING 30 24 24 x x x 12 36 24 7 SQ-SOIL 2-1/2 1 2.50 6.00 4.00 S-20 W11-2 PEDESTRIAN CROSSING 36 x 36 9.00 S-21 DESIGN DESIGN W BROADWAY OTTERCREEK RD 48 48 x x 12 12 7 SQ-SOIL 2 1 1 1 5-22 W11-2 W16-7PR PEDESTRIAN CROSSING DOWN ARROW RIGHT PLAQUE 30 20 x x 30 16 1 5-23 W11-2 W16-7PR PEDESTRIAN CROSSING DOWN ARROW RIGHT PLAQUE 30 20 x x 30 16 1 S-24 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 7 SQ-SOIL 2 1 6.25 S-25 W11-2 PEDESTRIAN CROSSING 36 x 36 9.00 S-26 R3-7R RIGHT LANE MUST TURN RIGHT 30 x 30 7 SQ-SOIL 2 1 6.25 5-27 R3-9B R8-3 TWO WAY LEFT TURN LANE NO PARKING 24 24 x x 36 24 7 SQ-SOIL 2-1/2 1 6.00 400 1 S-27.1 R3-9dP END PLAQUE 30 x 12 12 2.50 1 S-28 W31-2 PEDESTRIAN CROSSING 30 x 30 1 S-29 R4-7 OM1-1 KEEP RIGHT TYPE 1 OBJECT MARKER 24 18 x x 30 18 4 SQ-CONC 2 1 1 5.00 1 S-30 R5-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 1 6.25 S-31 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 (1) 5-32 R6-1R R6-1R ONE WAY RIGHT ONE WAY RIGHT 36 36 x x 12 12 1 S-33 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 S-34 W11-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-SOIL 2 1 9.00 S-35 R2-1 SPEED LIMIT 30 24 x 30 7 SQ-SOIL 2 1 1 1 S-36 W31-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-CONC 2 1 9.00 S-37 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 (1) S-38 R6-1R R6-1R ONE WAY RIGHT ONE WAY RIGHT 36 36 x x 12 12 1 S-39 R6-1R ONE WAY RIGHT 36 x 12 7 SQ-SOIL 2 1 3.00 S-40 R1-1 STOP 30 x 30 7 SQ-SOIL 2 1 1 6.25 5-41 W31-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-SOIL 2 1 9.00 5-42 W3-3 DESIGN SIGNALAHEAD DO NOT BLOCK DRIVEWAY 30 18 x x 30 24 1 S-43 DESIGN DESIGN W BROADWAY LOCUSTST 48 48 x x 12 12 7 SQ-CONC 2 1 1 1 1 (1)R6-1L S-44 R6-1R R1-1 ONE WAY LEFT ONE WAY RIGHT STOP 36 36 30 x x x 12 12 30 1 7 SQ-CONC 2-1/2 1 1 1 3.00 3.00 6.25 S-45 R7-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 S-46 RS-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 6.25 S-47 R3-71- LEFT LANE MUST TURN LEFT 30 x 30 7 SQ-CONC 2 1 6.25 S-48 W11-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-CONC 2 1 9.00 S-49 W11-2 PEDESTRIAN CROSSING 36 x 36 7 SQ-CONC 2 1 9.00 S-50 R3-7L LEFT LANE MUST TURN LEFT 30 x 30 7 SQ-CONC 2 1 6.25 S-51 RS-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 6.25 5-51.1 R7-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 5-52 R4-7 OM1-2 KEEP RIGHT TYPE 1 OBJECT MARKER 24 18 x x 30 18 1 4 1 SQ-CONC 2 1 5.00 1 5-53 DESIGN DESIGN W BROADWAY WALNUTST 48 48 x x 12 12 7 SQ-GONG 2 1 1 (1) 5-54 R6-1L R6-1R R1-1 ONE WAY LEFT ONE WAY RIGHT STOP 36 36 30 x x x 12 12 30 7 SQ-CONC 2 1 3.00 3.00 6.25 S-55 R7-6 NO PARKING LOADING ZONE 12 x 18 7 SQ-CONC 2 1 1.50 S-56 R7-6 NO PARKING LOADING ZONE 12 x 18 7 SQ-CONC 2 1 1.50 S-57 M4-X2 M3-2 Ml-1 M5-1L ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ADVANCE TURN LEFT COLOR 24 24 24 21 x x x x 12 12 24 15 7 1 SQ 2 1 2.00 2.00 4.00 2.19 S-58 NOT USED S-59 RS-1 DO NOT ENTER 30 x 30 7 SQ-CONC 2 1 6.25 S-60 R3-2 NO LEFT TURN 24 x 24 7 SQ-CONC 2 1 4.00 S-60.1 R7-108 3 HOUR PARKING LEFT LANE MUST TURN LEFT 12 30 X x 18 30 7 7 SQ-CONC SQ-CONC 2 1 2 1 1.50 6.25 S-61 R3-7L S-62 W11-2 R7-108 PEDESTRIAN CROSSING 3 HOUR PARKING 36 12 x X 36 18 7 SQ-GONG 2 1 9.00 1.50 5-63 M4-X2 M3-2 M1-1 M6-1 ALTERNATE ROUTE TO EAST COLOR INTERSTATE 94 ARROW COLOR 24 24 24 21 x x x x 12 12 24 15 7 SQ-CONC 2 1 2.00 2.00 4.00 2,19 SPECIFIC NOTE(S): S-64 RS-1 DO NOT ENTER 30 x 30 7 SQ-GONG 1 2 1 6.25 (1) MOUNT BACK TO BACK. 5-65 R4-7 OM1-2 KEEP RIGHT TYPE 1 OBJECT MARKER 1 24 1 18 x x 30 18 1 4 1 SQ-CONC 2 1 1 5.00 1 (2) SEE SIDE BY SIDE MOUNTING DETAIL. 1 1 BROADWAY ST SUBTOTALS 27 256 1 5 1 5 1 1 1 0 0 0 0 3 0 I HEREBY CERTIFYTHATTHIS PIAN,SPECIFICATION, OR REPORT WAS PREPARED BY ON�USIIIIJJJJPER151 dAN0THATIggAppppppADULYLICENSED PR FE T! �jq 7/1[STA�p�N1yWE50TA. v\C I V IWILLMAR, O LTO N MENK 2040 HIGHWAY I2 EAST MINNESOTA 56201 phone: r@bolt31-3 enk.co Email: Willmar@bolton-menk.com www.bolton-menk.com IT Y o F 1Cd o MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET c7.10 L DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT.�� SIGNING &STRIPING PLAN SIGNING TABULATION A pgs�ISc• YI toI�n9�zozs ZACVon, lJ9 ts� 1 ld SPECIFIC NOTE(S): (1) MOUNT BACK TO BACK. (2) SEE SIDE BY SIDE MOUNTING DETAIL. PAVEMENT MARKING TABULATION LINE ITEM SIGN AND DELINEATOR / MARKER UNIT QUANTITY BROADWAYST BROADWAYST WALNUTST RIVERST (COUNTY COST) (CITY COST) (CITY COST) (CITY COST) TOTAL 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 0 0 ST -A SIGN NUMBER 2791 PANEL 4" DBLE SOLID LINE MULTI-COMPONENT LIN FT 0 I SUPPORT RISER POST REMOVE SIZE NUMBER SIGN OF POSTS INCHES EACH SIGN SQ FT SALVAGE SIGN INSTALL SIGN REMOVE SIGN PANEL SIGN PANEL SALVAGE SIGN PANEL INSTALL SIGN PANEL REMOVE DELINEATOR /MARKER DELINEATOR /MARKER DELINEATOR /MARKER PANEL PANEL CODE LEGEND SIZE MOUNTING (W x H) HEIGHT A DISTANCE TYPE INCHES FEET FEET EACH EACH EACH SQ FT I EACH EACH EACH I EACH EACH 2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN LIN FT 1934 0 0 0 1934 2582.503 WALNUT ST CITY COST LIN FT 79 0 0 0 79 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 459 S-65.1 117-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 4 567 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT 0 1908 120 240 S-66 R7 -8M DISABLED PARKING IWITH SYMBOL 18 x 12 7 SQ-CONC 2 1 1.50 S-67 R7 -8M DISABLED PARKING WITH SYMBOL 18 x 12 7 SQ-CONC 2 1 1.50 S-68 R7 -8M DISABLED PARK N6 WITH YMB L 18 x 12 7 SQ -SOIL 2 1 1.50 S-68.1 137-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 S-68.2 117-108 3 HOUR PARKING 12 X 18 7 SQ-CONC 2 1 1.50 S-69 R1-1 STOP 30 x 30 7 SQ-CONC 2 1 6.25 S-72 R1-1 STOP 30 x 30 7 SQ -SOIL 2 1 6.25 S-73 R7 -8M DISABLED PARKING WITH SYMBOL 18 x 12 7 SQ -SOIL 2 1 1.50 S-74 R7 -8M DISABLED PARKING WITH SYMBOL 18 x 12 7 SQ -SOIL 1 2 1 1 1.50 WALNUT ST SUBTOTALS 0 1 25 1 0 1 0 0 0 0 —01 0 1 0 0 RIVER ST CITY COST S-70 R1-1 STOP 1 30 x 30 1 7 1 1 SQ-CONC 1 2 1 6.25 S-71 R1-1 I STOP 1 30 x 30 1 7 1 1 SQ-LONL 2 1 6.25 S-75 R7 -8M I DISABLED PARKING WITH SYMBOL 18 x 12 1 7 1 1 SQ -LONG 1 2 d 1 1.50 5-76 R7-6 I NO PARKING LOADING ZONE 1 18 x 12 1 7 1 1 SQ-CONC 1 2 1 1 1.50 RIVER ST SUBTOTALS 0 16 0 0 0 0 0 0 0 0 0 TOTAL 54 297 5 5 1 1 0 1 0 0 0 1 3 0 SPECIFIC NOTE(S): (1) MOUNT BACK TO BACK. (2) SEE SIDE BY SIDE MOUNTING DETAIL. I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUEBffE-fETRQIANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY❑ F AWN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe. r�M/-1— M E N K Phone: (320) 231-3956 , N�antlC�lla CHECKED 07,11 uA11 NCc A 1J97is� I U" �lbt/19/zoz3 � Email: .bolton-men-menk.com IENTPRD, NO, SIGNING &STRIPING PLAN www.bolton-menk.com SIGNING TABULATION PAVEMENT MARKING TABULATION LINE ITEM ITEM UNIT QUANTITY BROADWAYST BROADWAYST WALNUTST RIVERST (COUNTY COST) (CITY COST) (CITY COST) (CITY COST) TOTAL 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 0 0 2027 764 2791 2582.503 4" DBLE SOLID LINE MULTI-COMPONENT LIN FT 0 0 0 320 320 2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 9642 0 0 0 9642 2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 15545 0 0 0 15545 2582.503 24" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 79 0 0 0 79 2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN LIN FT 1934 0 0 0 1934 2582.503 8" DOTTED LINE MULTI-COMPONENT GROUND IN LIN FT 79 0 0 0 79 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 459 0 0 0 459 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN SQ FT 541 0 22 4 567 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT 0 1908 120 240 2268 I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUEBffE-fETRQIANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY❑ F AWN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe. r�M/-1— M E N K Phone: (320) 231-3956 , N�antlC�lla CHECKED 07,11 uA11 NCc A 1J97is� I U" �lbt/19/zoz3 � Email: .bolton-men-menk.com IENTPRD, NO, SIGNING &STRIPING PLAN www.bolton-menk.com SIGNING TABULATION SQUARE STAINLESS STEEL WASHER AND NYLON WASHER (T=1/32" MIN, I.D.=3/8" MAX, O.D.=7/8" MAX) TWO X 0.065" THICK ZINC COATED STEEL FENDER WASHERS 5/16" STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK -NUT 1-1/2" o oo oo o SIGN o PANEL oo o o o o o o o o o0 0 0 0 0 12" TO 14" 3" E� I B ­EEEI' I MIN o O o o o o o \1 1/2 0 BOLT B a J. m I SPLICE PLATE o ALUMINUM STRINGER o I IF APPLICABLE 0 o 0 SQUARETUBE 0 ° o 0 0 o 0 0 0 13" MAX A 4 o o I° 0 o o o 0 0 o O 0 0 0 A Q o 3" ALUMINUM STRINGER MIN: O1" TO 6" F 12" TO 14" f13" MAX 36" MAX STRINGER SPACING (2 STRINGERS SHOWN) 0 ALUMINUM STRINGER 0 FOR SIGN PANELS 36" WIDE OR GREATER ON ONE POST O o 0 0 o m 0 0 1-1/2" 0 BOLT SQUARETUBE o RE O O m o SEE POST SPACIl' O O B� 0 O o 0 o 0 o O O O , O 0 0 o SPLICE PLATE 0 IF APPLICABLE O 0 O O o O o O O O 0 ° 12" MAX A ©� O O o O O o 0 0 0 o O o m O 0 O o O A ©J O o O O O o O ALUMINUM S NGER O O O O O O SQU, SQUARETUBE o RE O O m o SEE POST SPACIl' O O B� 0 O o 0 pmm 0 6 O O B O 0 O 0 0 O O 0 O O 0 O o O o O o 0 O O O 0 NGER O O TUBE O 0 O O O o O O �R- -HART 0 o O O 1" TO 6" O 12" MAX 36" MAX STRINGER SPACING (2 STRINGERS SHOWN) FOR SIGN PANELS UP TO 30" WIDE FOR SIGN PANELS ON TWO OR MORE POSTS 0 ALUMINUM STRINGER (DF POST SPACING REQUIRES PLACEMENT OF A POST WITHIN THIS AREA, EXTEND 0 STRINGERS AS NEEDED TO ACCOMMODATE THE STRINGER TO POST CLAMP. SQUARE TUBE ALUMINUM STRINGER ALUMINUM STRINGER STAINLESS STEEL WASHER STAINLESS STEEL WASHER STAINLESS STEEL WASHER AND NYLON WASHER AND NYLON WASHER AND NYLON WASHER (T= 1/32 "MIN, I.D.= 3/8 " (T= 1/32 "MIN, I.D.= 3/8 " (T= 1/32 "MIN, I.D.= 3/8 " MAX, O.D.= 7/8 " MAX) MAX, O.D.= 7/8 " MAX) MAX, O.D.= 7/8 " MAX) O O O 5/16" STAINLESS 5/16" STAINLESS O ® �' STEEL BOLT WITH STEEL BOLT WITH ZINC O O ZINC COATED STEEL COATED STEEL NYLON O NYLON INSERT LOCK -NUT INSERT LOCK -NUT CARRIAGE BOLTSIGN PANEL o � � 0 SIGN PANEL O O O ALUMINUM STRINGER ------CLAMP o CLAMP DETAIL CLAMP DETAIL SQUARETUBE 11GATYPE 304,#26 OBACK TO BACK FINISHED STAINLESS STEEL 411 SQUARE TUBE 2" AND 2 1/2" SQUARETUBE WITH 3/8"-16X2" CARRIAGE BOLT SIGN MOUNTING WITH STRINGERS VIEW A-AAND SERRATED FLANGE NUT. VIEW B -B NOTES: 1. BOLT SIGN PANELS TO STRINGERS OR RISER POSTS AT NO GREATER THAN 24 INCH SPACING OR ACCORDING TO THE MNDOT STANDARD SIGNS AND MARKINGS MANUAL FOR MOUNTING HOLES (PUNCH CODES) INFORMATION. `u 2. STRINGERS SHALL BE CENTERED ON SIGN PANEL. 33 IHEREBYCIITI THATTHIS%AN,SVECIFICATION,ORREPORTWASPREPARED slc"ID MONTICELLO, MINNESOTA SP 8605-59 (TH 25) ;� BY O NDER Y RE PER I51 dAN0 THATI ADULYLICE-0 BOLTON 2040 HIGHWAY I2 EAST SHEET � PR FE ! 1 L E T! ST EsoTA. CITY ❑ F DRAWN R i«�°WILLMAR, MINNESOTA 56201 I V LG I V I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n t I N�ont�cella E"rCRED c7.12 �c M E N K Phone: 320 231-3956 znc A 7 Email: Willmar@bolton-menk.com SIGNING &STRIPING PLAN w .bolton-menk.com 7 rub iOn/9,2023 E"PRD'"" MOUNTING DETAIL 1 NO MORE THAN ONE SPLICE PER POST. WHEN USED MUST BE PLACED AT LEAST 8 FEET ABOVE GROUND. THE PREFERRED PLACEMENT LOCATION IS BEHIND THE SIGN PANEL. INTERIOR POST STUD SHALL BE ONE SIZE SMALLER FOR A TIGHT FIT. IF RISER POST IS 2-1/2", INTERIOR POST IS 2-3/16". IF RISER POST IS 2", INTERIOR POST IS 1-3/4". 611 611 3/8" STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK -NUT PANEL SQUARE TUBE POST SPACING WIDTH 23 POSTS POSTS 4 POSTS 5 POSTS 6 POSTS 7 POSTS 8 POSTS (I N) (I N) (I N) (I N) (I N) (I N) (IN) (I N) 42 15 48 21 54 30 60 36 66 36 72 42 78 42 84 48 90 48 42 96 48 42 102 54 42 108 54 42 114 60 42 120 60 48 126 66 48 132 66 48 42 138 72 48 42 144 72 48 42 150 78 54 42 156 78 54 42 162 84 54 42 168 84 60 48 174 90 60 48 42 180 90 60 48 42 186 96 66 48 42 192 96 66 48 42 198 102 66 54 42 204 102 72 54 42 210 108 72 54 42 216 108 72 54 48 42 222 114 78 60 48 42 228 114 78 60 48 42 234 120 78 60 48 42 240 120 84 60 48 42 246 84 66 54 42 252 84 66 54 42 258 90 66 54 42 42 264 90 66 54 48 42 270 90 72 54 48 42 276 96 72 60 48 42 282 96 72 60 48 42 288 96 72 60 48 42 294 102 78 60 54 42 300 102 78 60 54 42 42 306 102 78 66 54 42 42 312 108 78 66 54 48 42 318 108 84 66 54 48 42 324 108 84 66 54 48 42 330 114 84 66 60 48 42 336 114 84 72 60 48 42 DISTANCES ARE CENTER -TO -CENTER OF POSTS I HEREBY CERFY THAT THIS PAN,S I C SHEETABRNEE CLTR GSTTI AECENSED 2040 HIGHWAY I2 EST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) PR SOAWLLMADWN R, MINNESOTA 56201gpLTON PhoDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHECKED �.13 uACil: Ir@bolton-menk.com SIGNING &STRIPING PLAN�MENK w.bolton-menkcom tIENTPRD,KD.2� ln9/oz R. MOUNTING DETAIL 2 NUMBER OF ALUMINUM STRINGERS FOR 2-1/2 INCH OR SMALLER POSTS ®��0000©©00000©©©©00000©©©©00000000©00000000000��������� ����000©©000000©©©©000000©©©000000000©000000000000������ ����0000©©000000©©©©0000000©©©00000000000000000000000��� �����000©©000000©©©©©00000000©©0000000000000000000000000 �����00�©©©00000©©©©©00000000©©�0��00��000000�00000��0 ������000©©0000000©©©©©0000000000©©000000000000000000000 m�����©000©©00000000©©©©©0000000000©0000000000000000000 �������©000©©©00000000©©©©©©00000000000©©00000000000000 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© �������©©000©©©000000000©©©©©©0000000000©©©©©©0000000000 LiJ 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© u 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© z 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© ID 0000©©©©©0000000000000000000000000000000000000000000000 L1J ®�00�©©©©©000000000000©0000000000000000�0000000000000000 LL Z< a PANEL WIDTH (INCHES) NUMBER OF STRINGERS FOR 4 INCH POSTS 0 a Liu u z w 2 J W Z d d oa a� a PANEL WIDTH (INCHES) rs -� Y HERERYCERTIEV BY OR UNDER PR FE ! 1 LE THAT THIS PIAN, SPECIRCATION, Y RECTS PER ISI .FANO R T! OR REPORT WAS TI THATI ADULY i«�°p�y� PREPARED LICENSED ESDTA. BOLTON 2040 HIGHWAY WILLMAR, MINNESOTA I2 EAST 56201 C IT Y F DIcx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN I V L �G I V I Phone: 320 231-3956 N�onticella xEpgEO DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c�.14 SIGNING &STRIPING PLAN f Email:W .bolton- en-menk.com �c M E N K www.bolton-menk.mm zncR.A /'� �h rub iOn/ Ery Pgpl.ryo. o°� = 9,2023 MOUNTING DETAIL 3 ®��0000©©00000©©©©00000©©©©00000000©00000000000��������� ����000©©000000©©©©000000©©©000000000©000000000000������ ����0000©©000000©©©©0000000©©©00000000000000000000000��� �����000©©000000©©©©©00000000©©0000000000000000000000000 �����00�©©©00000©©©©©00000000©©�0��00��000000�00000��0 ������000©©0000000©©©©©0000000000©©000000000000000000000 m�����©000©©00000000©©©©©0000000000©0000000000000000000 �������©000©©©00000000©©©©©©00000000000©©00000000000000 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© �������©©000©©©000000000©©©©©©0000000000©©©©©©0000000000 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© 0000©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©© 0000©©©©©0000000000000000000000000000000000000000000000 0000©©©©©0000000000000000000000000000000000000000000000 ®�00�©©©©©000000000000©0000000000000000�0000000000000000 ®��0000©©00000©©©©00000©©©©00000000©00000000000��������� ����000©©000000©©©©000000©©©000000000©000000000000������ ����0000©©000000©©©©0000000©©©00000000000000000000000��� �����000©©000000©©©©©00000000©©0000000000000000000000000 �����00�©©©00000©©©©©00000000©©�0��00��000000�00000��0 ������000©©0000000©©©©©0000000000©©000000000000000000000 m�����©000©©00000000©©©©©0000000000©0000000000000000000 �������©000©©©00000000©©©©©©00000000000©©00000000000000 �������©©000©©©000000000©©©©©©0000000000©©©©©©0000000000 3/8" X 3" LONG STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK -NUT AND 3/8" STAINLESS STEEL WASHER 8.21" go, L 2'/a" X 2'/a" TOP VIEW A -A SOIL STABILIZING FIN MUST BE 4" x 10" x 12 GA PRE -GALVANIZED ASTM A569 STEEL. FINS MUST BE WELDED TO EACH CORNER OF THE 2 % " SQUARE TUBE. WELDS MUST BE ZINC COATED. priA 4" 2%"x2 '/o"X4' 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE INSERT I O II O O O O O O O 0 0 0 0 II 0 O 2"x2 "X4' 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE 4'/:" APPROX. BOLT INSERTED IN 5TH HOLE DOWN — . — I _� SOIL STABILIZING FIN 5" 4 FT. 0 0 0 0 0 0 SIGN PANEL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MINIMUM ° 4 FEET 0 2" x 2" 12 GAUGE PREPUNCHED 0 GALVANIZED STEEL SQUARE TUBE RISER 0 INSERTED INTO FIN BASE ASSEMBLY. 0 RESTING ON 3/8" BOLT AS SHOWN 0 0 0 0 SOILSURFACE 77777 o 0 0 TOP OF BASE MOUNTED FLUSH TO GROUND LINE 0 0 0 0 0 0 0 0 0 FIN BASE ASSEMBLY 0 0 0 0 0 0 0 0 0 FIN BASE IN SOIL d NOTES: 1. THE CRASH RESPONSE TYPE FOR THIS STRUCTURE IS BENDABLE. 2. TO MEET CRASHWORTHY REQUIREMENTS THE DISTANCE BETWEEN THE BOTTOM OF THE SIGN PANEL AND THE GROUND SURFACE BELOW ANY PORTION OF THE SIGN PANEL MUST BE A MINIMUM OF 4 FEET. a SEE TABULATIONS FOR MOUNTING HEIGHT. FIN BASE ASSEMBLY 3. FOR SIGN PANEL MOUNTING DETAILS SEE SQUARE TUBE SIGN MOUNTING DETAILS. i� 4. SQUARE TUBE SIGN POSTS PER MnDOT SPEC. 3402. 33 � IHEREBYCERTIFYTHAT THIS%AN,SVECInW10N,ORREPORTWASPREPARED B ORUNDER Y RECTfER ISI dANO THATI ADULYLICE-0 PR FE ! 1 L E T! ST ESOTA. R i«�°p�y� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY ❑ F IGxEp NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN I V LG I V I Phone: 231-3956 N�onticella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c�.15 SIGNING &STRIPING PLAN @b f Email:W .bolton-men-menk.com �c M E N K znc A �n rub iOn/ 9,2023 E" P"pl"p www.bolton-menk.mm N.FIN BASE DETAIL O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O O O O 0 0 0 0 MINIMUM 7 FEET SIGN PANEL 5/6" STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK NUT 211 x 211 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE RISER INSERTED INTO SHEAR BOLT BASE WITH A 1 %41 x 1 %41 x 36" 12 GAUGE PREPUNCHED GALVANIZED STEEL SQUARE TUBE INTERNAL SLEEVE FOR STIFFENING. SHEAR BOLT BASE DRILL x/211 HOLE FOR SCREW ANCHOR BOLT. CONCRETE SURFACE (MIN 4" THICKNESS) "o'' o'• o.': s•:.o" o:: o. p' o.: 0.:0. 0.: 0: 0.:0. 0.. .'o-°. ..Q.. �a•°.<.p. c. 4 p•;.e.a` .a:'�'q : .a :'p 'q'a.a:'a'<'a.a. ' p::° -o.. a.v. v •a. a.: • o.•a. 4 o'd p' d.'. o'p: p', d.•. o'4 p• °.•. o'p.p'. d.•. 0'4: p., 0'" o'p. SHEAR BOLT BASE MOUNTED TO CONCRETE SURFACE RISER POSTS TO BE MOUNTED CLOSE TO PLUMB. UP TO A MAXIMUM OF 1/2" OF SHIM WASHERS MAY BE USED BETWEEN SHEAR BOLT BASE AND CONCRETE FOR LEVELING. IF MORE THAN/21 OF SHIMS ARE REQUIRED, THEN CORE THROUGH THE CONCRETE. 5/611 STAINLESS STEEL BOLT WITH ZINC COATED STEEL NYLON INSERT LOCK NUT 2" x 2" 12 GAUGE PREPUNCHED " GALVANIZED STEEL SQUARE TUBE RISER o INSERTED INTO SHEAR BOLT BASE WITH A o 1 %411 x 1 YA" x 36" 12 GAUGE 0 PREPUNCHED GALVANIZED STEEL SQUARE o TUBE INTERNAL SLEEVE FOR STIFFENING. 0 0 0 SHEAR BOLT BASE WITH POST COUPLER o 0 0 0 0 0 FIN BASE ASSEMBLY FROM SQUARE TUBE FIN BASE DETAIL MOUNT TOP OF SQUARE TUBE FLUSH WITH CONCRETE CONCRETE SURFACE 15" DIAMETER CONCRETE CORE OR PREFORMED OPENING FILL WITH CONCRETE (MIX NO 3F52) TO MATCH EXISTING THICKNESS SHEAR BOLT BASE CORED THROUGH CONCRETE SCREW ANCHOR BOLT 5" LONG CARBON STEEL THAT MUST MEET A MINIMUM ALLOWABLE TENSION LOAD OF 2270 PSI. NOTES: 1. THE CRASH RESPONSE TYPE FOR THIS STRUCTURE IS BREAKAWAY. 2. TO MEET CRASHWORTHY REQUIREMENTS THE DISTANCE BETWEEN THE BOTTOM OF THE SIGN PANEL AND THE GROUND SURFACE BELOW ANY PORTION OF THE PRIMARY SIGN PANEL MUST BE A MINIMUM OF 7 FEET. SEE TABULATIONS FOR MOUNTING HEIGHT. 3. INSTALLATION OF SHEAR BOLT BASE MUST BE NO EARLIER THAN 3 DAYS AFTER CONCRETE IS PLACED. 4. FOR SHEAR BOLT BASE USE APPROVED PRODUCT FROM MnDOT APPROVED PRODUCTS LIST, PRODUCT MUST BE MODIFIED AS SHOWN. 5. USE ANTI SEIZE ON THE SHEAR BOLT CONNECTIONS. 6. FOR SIGN PANEL MOUNTING DETAILS SEE SQUARE TUBE SIGN MOUNTING DETAILS. 7. SQUARE TUBE SIGN POSTS PER MnDOT SPEC. 3402. I HEREBY CERTIFY THATTHIS PIAN,SPECIFICATION• OR REPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY .UU�Efq-S PERISI .FANO THATI ADULY LI CENSE. BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! T!STESOTA. C I T Y F AWN R i«�°WILLMAR, MINNESOTA 56201L G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe.rn M E N K Phone: (320)231-3956 , N�antlC�lla CHECKED e7.16 ZANCc A 1J92is� I Uo �l bt/19/zoz3 � Email: .Ibol@bolton-menk.com IENTPRD, NO, SIGNING &STRIPING PLAN www.bolton-menk.com SHEAR BOLT DETAIL (ZTXM 1T9 M 0 25 50 SCALE FEET QL-S M M, dO1S (OEMOE) a w TTa q LL (z� O 9-S 'dT -9U N (36X12) Q BROADWAY STREET W (CSAH 7S) I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY I,PR FE I?NDNOLLER REC , I51 dANDTHATI A SOTAD DANo A ruti on9/2023 WiLHIGHWAY 0E3 56201BOLTON Phone(32)231-5 l:W.nco m& MENK w.Ibolton-menkxom T q I aBROADWAY STREET WEST r— �o+oo 71,00 z +oo ---- Y -9H Ti R6 -1R N '� to O —(30X30) a p 3 oD Y ;n x1i, � � M CITY 0 Monticello �HEKED J cLENTPRDI. N. EXISTING SIGNING MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNING & STRIPING PLAN EXISTING CONDITIONS SHEET C7.17 4SY G 0 1+00 4BY G 2+00 3+00 4+00 5+00 BROADWAY STREET W (CSAH 75) s+00 9+00 11+00 4BY 6+00 - - W W W c az W Z Q 4BY 6SW G G — i� 33 _ I HEREBY CERflH THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR�USIIIIJJJJPE#&ITTf ADULYLICENSED 2040 HIGHWAY 12 EAST 0 25 50 PR FE p�N1yWEsoTA. OLTON WILLMAR, MINNESOTA 56201 V Phone: (320) 231-3956 " SCALE FEET 2ACR.q M E N K Email: Willmar@bolton-menk.com �n ru i On/ 9,2023 w .bolton-menk.com 12+00 13+00 BROADWAY STREET W (CSAH 75) W ui Lu — I�z Q— Q CITY OF AWN Monticello CH -ED 6SW --G- 7+00 C MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNING & STRIPING PLAN PROPOSED SIGNING & STRIPING LAYOUT SHEET C7.18 N X N w dOIS l 3M K 0 XX — - -- -- -- — — -- — —� -- -- - -- -- -- -- ra -- - -- y' rta j- <�As 6SW m� a S1= O o VX mmh+mvNR(3 W3 G o.0 5_21 4SY 6SW 15" -21 24SY G 5SEE RRFB PLANS BROADWAY STREET W (CSAH 75) 11. � 11' 16+00 17+00 19+00 20+00 r 1+00 13' 22+00 23 0 t 46Y 6SUV 4DY \ za� Rcv 65 W SEE RRFB PLANS _ 4SY G G •i� 4BY G G '^ n@ G 15'C XV G �l A Aw wm... wN m m W — - W N—p o� O o ' Wim xA a U O oti \ I O .o \ I NOTES: I \ I O F&I r 0 INPLACE O SALVAGE REMOVE I e ti z INSTALL t O wlr�6sw dOlS O6SW�QXG�N (0£X0£)_G l��X3m— — 4SY -- — TTa I �, X o . ti I s1 i G I - 11' 2�y70 25+00 26+00 27+00 28+00 29+00 �► r 13' BROADWAY STREET W (CSAH 75) 11' 48v 6SW - - — - - - — - ——X�-�_- 0X3 6SW STOP az [n O2 6SW x xw o3o xN V ®x�=+ G — MOVE TO 17+75 (HEREBY CERTIFY THATTHISPIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUNDER Y RECiS PER I51 dAN0THATl ADULYLICENSEO gpLTON 2040 HIGHWAY 12 EAST SHEET C) 25 60 PR FE 1 1 L E TI ST EsoTA. CITY O F DxnwN �a iy«�� o WILLMAR, MINNESOTA 56201 � JG Tor t DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET �e M E N K Phone: r@bolt31-39 nk.com cella CHECKED e7.19 ZAC A 7 Email: Willmar@bolton-menk.com SIGNING &STRIPING PLAN qhs ru DQ i On/ 9,2023 www.bolton-menk.Dom CLIENTPRDI No, PROPOSED SIGNING &STRIPING LAYOUT - I m N 5 Re �— CC,� Cl/ ' 413Y 4SY c—� � 6SW - - ::, -I '.:5 .•`CMP ,. ,� ,... 11' 11' -If+00� 32+00 333 34+00 35+00 36+00 37+00 13' 38+00 j lr BROADWAY STREET W (CSAH 75)lr ----- ---- - - --- G - -- -- -- - _ -- --- ---- -- , / -_- -- _ -- -- -- -- -- - - - - O \/ Ixw 03o X� N �, c.. o O z N ®Xm 4P Aw NOTES: O1 F&I 0 INPLACE SALVAGE REMOVE L © INSTALL Lu N ON �ti W 1 sr dOlS zl—loC.Lu rm N W X3 XA �w+�a �a �� 9S W by 3_ oix vi T loiiaEl = F 0 s �N O 3m ;.ia =v®� W O���iJG 4SY 6SW U Ln _ 4SY _ G G sw—�— -- — — G - 0 39+00 40+00---- ---- X 41+00 44+00� 45+00 10' 46+09r * + 12 7 BROADWAY STREET W (CSAH 75) 13' 11' 12 ' L - - - - 6SW - --Pyy3o\ - - - - - - - - - - - - 4BW- - - - - 6S W -aZ:.� Xw \ KX N �s .oma O Xw�oz G z G riv-2 G A� �s IHEREBY CERTIFVTHATTHISPIAN,SPECIFICATION, ORgEPORTWASPREPARED 11Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR' EDE, Y RE-fS #&ITTf EICoT gpLTON 2040 HIGHWAY I2 EAST SHEET Q 26 50 PR FE ! 1 L E EsoTA. CITY ❑ F DxnwN Rp�y� WILLMAR, MINNESOTA 56201I V LDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTntN�ont�cella CHECKED c7.20 SCALE FEET �c M E N K Phone: 320 231-3956 'i • ZAC A 7 Email: Willmar@bolton-menk.com SIGNING &STRIPING PLAN o 2 ch, ru Q 1 On/ 9,2023 www.bolton-menk.mm = EN PRD,. ND. PROPOSED SIGNING & STRIPING LAYOUT I o {I O z� • . z wI- O dOlS� a Lu 6SW dO1S z = M oI F- 3m w (06xLEI ox �Jl O € 5 rTa ' a 4SY G 4BW to ia£1 6SW G G 11' — 11 47+00 48+00 -- -- -- -- – — 49+* 50+00 51+00 52+00 — — — — — 11' BROADWAY STREET W (CSAH 75) R6 -1R o 6SW I p • , 4;� (ZT x 9E) ( X30)6SW3 X 30~ R61a G)l (361X12) STOP Wim ' G S-3101 Q 4BW 2 II 2 I I S- 2 ® = (zO SSW kXXO ££-S �G(ZT x SO — - 53+00 54+00 (V I I I 33 I+ R1-1 w 6SW IHEREBYCERTIEVTHATTHISPIAN, SPEORWION,ORREPORT WAS PREPARED BY ORUNDER Y RECTS PER ISI dANOTHATI ADULYLICENSEO PR FE ! 1 L E T! ST ESOTA. R i«�°p�y� (30 X 3T) O — DIcx[p pgAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET G I V L G I V I STOP Phone: 320)231-3956 t (N�ont�cella xrpgEp 0 k NOTES: ZACR.A �.h W i On/ 9,2023 7 Email: Willmar@bolton-menk.com & M E N K www.bolton-menk.mm I 0 F&I 0 INPLACE O3 SALVAGE ® REMOVE © INSTALL H W W N 5380• \ zI 7. (zT x 9E) I � (V I I I 33 O ZS SO IHEREBYCERTIEVTHATTHISPIAN, SPEORWION,ORREPORT WAS PREPARED BY ORUNDER Y RECTS PER ISI dANOTHATI ADULYLICENSEO PR FE ! 1 L E T! ST ESOTA. 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Ix3 a x og x p o� `d ❑ . _ _�®�� p" "'sPaN,:PE°" "r'°"'°RRE"°RTwASPREP"RED "D"" MONTICELLO, MINNESOTA SP 8605 59 (TH 25) SHEET IRYEREOREUNDERTY RERSUPERISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST LITS' C]F� na30 25 50 PR rE T sT EsoTA. WILLMAR, MINNESOTA 56201 • "w" fes'" BOLTON phone: (320)231-3956 D DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET ZAC A /'� �e M E N K Email:Willmar@bolton-menk.com Mont `" SIGNING & STRIPING PLAN C7•22 �. ru i 1.6n9/2023 www.bolton-menk.mm = CLIENT FRED PROPOSED SIGNING & STRIPING LAYOUT NOTES: lO F&I 0 INPLACE Q3 SALVAGE ® REMOVE © INSTALL CI HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUNDER Y RECiS PE F=:ft-61TTfy ADULY LICENSED BOLTON 2040 HIGHWAY 12 EAST SHEET 0 25 5� PR FE I I L E ER EsoTA. CITY ❑ F DRAWN Rp�y� WILLMAR, MINNESOTA 56201 I V LV I DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SCALE FEET M E N K Phone: r@bolt31-3956 , N�antlC�lla cxecRED 07,23 zqc A f Email:W .bolton-men-menk.com SIGNING &STRIPING PLAN - N ND on, ruQ lOn/ 9,2023 � www.bolton-menk.mm EN PRo No. PROPOSED SIGNING &STRIPING LAYOUT I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED 'CENSE PR FE DR UND ESR S�RE�C+i T' I51 BAND THA/T'I� A SOTAD ZAC A 1197tCf� rU�i 1.6n9/2023 RRFB SYSTEM CABINET • 1-W11-2 (36"X36") (FLUORESCENT YELLOW -GREEN) RECTANGULAR RAPID FLASHING BEACON (RRFB) 2" OR 1-W16-7mPL (30"X18") (FLUORESCENT YELLOW -GREEN) �— 1-W16-7mPR (30"X18") (FLUORESCENT YELLOW -GREEN) APS PUSH BUTTON WITH SIGN AND APS MOUNTING SPACERS 7' (MIN) 13 FOOT (MIN.) PEDESTAL POLE T-6" PEDESTAL BASE AND WIND COLLAR (MnDOT STD PLATE 8122) FINISHED GRADE PEDESTAL FOUNDATION (MnDOT STD PLATE 8112) PEDESTRIAN CROSSWALK FLASHER SYSTEM DETAIL 240HIGHWl1- 0 CITU❑F �,A_E WILLMAMIOTA 6230LTON Phone(320) 231-m.com ontmaril: Will@boton9f(do MENK No. www.bolton-menk.Dom J MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN RRFB DETAILS SHEET C7.24 ✓v ^AND RISER 2" NMC (DIRECTIONAL BORE 3-1/C #2 1-1/C #6 INS. GR II TI3` I I II II II ' 11A I -�L 2" NMC (DIRECTIONAL BORE) 3-4/C #14 3-2/C #14 2" NMC (DIRECTIONAL BORE) 3-1/C #6 1-1/C #6 INS. GR 0 Lu w cc U Lu 0 I— Q 0 c G G REMOVE INPLACE RRFB SYSTEM 2-2/C #14 1-1/C #6 INS. GR. to II _I I BROADWAY STREET W (CSAH 75) 2" NMC (DIRECTIONAL BORE) 1-4/C #14 I 1-2/C #14 NS. GR. CMF Q \I/ ° - ° - 0 1 - SA PEDESTAL FOUNDATION 1 A PEDESTAL POLE AND BASE POLE MOUNTED FLASHER CONTROL CABINET 1-RRFB LED ARRAY 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) 1-W16-7mPL (30"X18") (BLACK ON YELLOW -GREEN) 1 -APS PED PUSHBUTTON (PB -1) AND SIGN(RIGHT ARROW) MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA -1A: 1-4/C #14 1-2/C #14 1-1/C #6 INS. GR. 2" NMC TO SA -1A: 3-1/C #6 1-1/C #6 INS. GR. SA PEDESTAL FOUNDATION 2A PEDESTAL POLE AND BASE 2-RRFB LED ARRAY 2-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) 2-W16-7mPR (30"X18") (BLACK ON YELLOW -GREEN) 1 -APS PED PUSHBUTTON (PB -2) AND SIGN (DOUBLE ARROW) MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA -2A: 1-4/C #14 1-2/C #14 1-1/C #6 INS. GR. SA PEDESTAL FOUNDATION 3A PEDESTAL POLE AND BASE 1-RRFB LED ARRAY 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) 1-W16-7mPL (30"X18") (BLACK ON YELLOW -GREEN) 1 -APS PED PUSHBUTTON (PB -3) AND SIGN(LEFT ARROW) MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA -3A: 1-4/C #14 1-2/C #14 1-1/C #6 INS. GR. SC SERVICE CABINET 1 A TYPE RLF SERVICE CABINET FOUNDATION NOTES: 1. THE EXACT PLACEMENT OF PEDESTALS AND PEDESTRIAN RAMPS SHALL BE DETERMINED IN THE FIELD BYTHE ENGINEER. 2. THE FLASHERS FOR THIS SYSTEM SHALL BE RECTANGULAR RAPID FLASHING BEACONS (RRFB). SEE SPECIAL PROVISIONS FOR RRFB UNIT DETAILS. 3. ALL SIGNS REQUIRED FOR THE RECTANGULAR RAPID FLASHING BEACON SYSTEM ARE INCIDENTAL. 4. MOUNTING HEIGHTS FOR ALL SIGNS AND DEVICES SHALL COMPLY WITH THE MOST RECENT VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 5. FOR PAVEMENT MARKINGS, SEE SIGNING AND STRIPING PLANS. 6. FOR CONSTRUCTION OF PEDESTRIAN RAMPS, SEE PEDESTRIAN RAMP DETAIL PLANS. 7. ALL WORK ASSOCIATED WITH THE OTTER CREEK RRFB INSTALLATION IS INCLUDED IN THE PEDESTRIAN CROSSWALK FLASHER SYSTEM "A" PAY ITEM. 8. REMOVAL OF THE INPLACE RRFB SYSTEM IS INCIDENTAL. PEDESTRIAN CROSSWALK FLASHER SYSTEM A S 0 10 20 _r. SCALE FEET - THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORUUEBS PER I51 dAN0THATl ADULYLICENSEO PR FE ! T! ST ESo- gpLTON 2040 HIGHWAY I2 EAST MINNESOTA 56201` Phone: (320)231-1116 M E N K Email: Willmar@bolton-menk.com � www.bolton-menk.com CITY ❑ F , ontl�ella 'i Icx[D MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET C7.25 D—WNWILLMAR, `""R`D DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN OTTER CREEK ROAD &BROADWAY STREET W (CSAH 75) LAYOUT 2AC A N ND c rub i6n9/2023 E"'"D' "D PEDESTRIAN CROSSWALK FLASHER SYSTEM A S THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORUNDER Y RECiS PE#&ITTf PR FE E ESOTA. ADULYLICENSEOOBOLTON VL '�c 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201I Email: Willmar@bolton-menk.com M E N K Phone: r@b 231-3956 www.bolton-menk.com C I T ti ❑ F , antlC�lla Icx[p MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET �� pgAWNfIR�y� cHiEryrPnol. DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN OTTER CREEK ROAD &BROADWAY STREET W (CSAH 75) WIRING DIAGRAM znc A N ryp chs ruOQ IOn/ 9,2023 No. r • ; Uw LLJ U 0� t II II SA PEDESTAL FOUNDATION 1 C PEDESTAL POLE AND BASE – POLE MOUNTED FLASHER CONTROL CABINET o' 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW-GREEN) 1-W16-7mPL (30"X18") (BLACK ON YELLOW-GREEN) o-='" £3 ^°° :•• 1C 1-APS PED PUSHBUTTON (PB-1) AND SIGN(RIGHTARROW) L- MOUNTED ON WEST SIDE OF PEDESTAL 2" NMC TO SA-1C: O 1-4/C #14 1-2/C#14 1-1/C #6 INS. GR. BROADWAY STREET W (CSAH 75) SA PEDESTAL FOUNDATION C PEDESTAL POLE AND BASE © © III 2" NMC(DIRECTIONAL BORE) 1-4/C #14 2-RRFB LED ARRAY 2-W11-2 SIGN (36"X36") (BLACK ON YELLOW-GREEN) 2-W16-7mPR (30"X18") (BLACK ON YELLOW-GREEN) 1-APS PED PUSHBUTTON (PB-2) AND SIGN (DOUBLE ARROW) ® © 1-2/C #14 1-1/C #6 INS. GR. MOUNTED ON WEST SIDE OF PEDESTAL – – ------------------------- –----------- -- I I 2.1 NMC TO SA-2C: 1-4/C#14 1-2/C #14 ,pev evoe „ 1-1/C #61 NS. GR. SA SA PEDESTAL FOUNDATION 2C 3C PEDESTAL POLE AND BASE 1-RRFB LED ARRAY 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW-GREEN) 2" NMC (DIRECTIONAL BORE) I I 2" NMC (DIRECTIONAL BORE) 1-W16-7mPL (30"X18") (BLACK ON YELLOW-GREEN) 3-4/C #14 2-4/C #14 1-APS PED PUSHBUTTON (PB-3) AND SIGN(LEFTARROW) 3-2/C #14 I 2-2/C #14 MOUNTED ON WEST SIDE OF PEDESTAL 1-1/C#61NS. GR. I I �#6 INS. GR. 2" NMC TO SA-3C: 1-4/C#14 I I 1-2/C #14 Q CONNECT INTO LIGHTING CABINET 1-1/C #6 INS. GR. - SEE LIGHTING PLANS FOR — E ADDITIONAL INFORMATION F E— E E E • SA ;. 3C _ m l 1 1 1 1 1 ' 1S 1 NOTES: 1. THE EXACT PLACEMENT OF PEDESTALS AND PEDESTRIAN RAMPS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. d 2. THE FLASHERS FOR THIS SYSTEM SHALL BE RECTANGULAR RAPID FLASHING BEACONS (RRFB). SEE SPECIAL PROVISIONS FOR RRFB UNIT DETAILS. 3. ALL SIGNS REQUIRED FOR THE RECTANGULAR RAPID FLASHING BEACON SYSTEM ARE INCIDENTAL. ® 4. MOUNTING HEIGHTS FOR ALL SIGNS AND DEVICES SHALL COMPLY WITH THE MOST RECENT VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. © 5. FOR PAVEMENT MARKINGS, SEE SIGNING AND STRIPING PLANS. 6. FOR CONSTRUCTION OF PEDESTRIAN RAMPS, SEE PEDESTRIAN RAMP DETAIL PLANS. 7. ALL WORK ASSOCIATED WITH THE LOCUST STREET RRFB INSTALLATION IS - INCLUDED IN THE PEDESTRIAN CROSSWALK FLASHER SYSTEM "C" PAY ITEM. I - s i II II PEDESTRIAN CROSSWALK FLASHER SYSTEM B O lO ZO I HEREBY CERfl THATTHIS PIAN, SPEORCATION, OR REPORT WAS PREPARED BY OR�U S PER ISI dANOTHATI ADULYLICENHO PR FE T! ST ESOTA. �a iy«�� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CIii�eR( DES­EO MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN JG V I 2„4,„� Phone: (320)231-3956on CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e7.27 PEDESTRIAN CROSSING PLAN SCALE FEET �e M E N K Email: Willmar@bolton-menk.com znc A /'� gh r 100/ 9,2023 Ery PgoLNo. www.bolton-menk.mm LOCUST STREET &BROADWAY STREET W CSAH 75 LAYOUT CONNECT INTO LIGHTING CABINET SEE LIGHTING PLANS FOR ADDITIONAL INFORMATION PEDESTRIAN CROSSWALK FLASHER SYSTEM B S - I HEREBY CERTIFYTHATTHIS PIAN, SPEORCATION, OR REPORT WAS PRE PARED BY ORUNDER Y RECTSPERISI dANO THATI ADULYLICENSED PR FE ! I L E T! ST ESDTA. R i«�°p�y� I V LG I V I ��' gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Email: Willmar@bolton-menk.com �c M E N K Phone: (320) 231-3956 � www.bolton-menk.com C I T ti ❑ F ,antlC�lla 'i Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET �� DRAH,N CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLAN LOCUST STREET &BROADWAY STREET W (CSAH 751 WIRING DIAGRAM znc A zAc cyn rub iOn/ 9/2023 AOI. No. - - Lu N17 Lu 00 V) J � I a ° • I / I •ORINees - g• � pee a L- - ---- - --- E m-�---------- - SA � w 1D I F .... 3 3 101 I �I all 4w A SA PA100 POLE FOUNDATION 1D TYPE PA100-A-55 2 -RECTANGULAR RAPID FLASHING BEACONS WITH SIGN (W11-2) (36"X36") MOUNTED OVERHEAD AT 3.5' (FACING WB TRAFFIC) AND 40' (FACING EB TRAFFIC) 2 -SIGNS (111-913) MOUNTED OVERHEAD AT 15' (FACING WB TRAFFIC) AND 45' (FACING EB TRAFFIC) 1 -RECTANGULAR RAPID FLASHING BEACON WITH SIGN (W11-2) (36"X36") AND (W16-7mPL) (30"X18") MOUNTED ON POLE ON WEST SIDE OF PEDESTAL 1 -APS PED PUSHBUTTON (PB -1) ON POLE MOUNTED ADAPTOR AND SIGN (LEFT ARROW) MOUNTED ON EAST SIDE OF PEDESTAL 1" NMC STUBOUT AND 5/8" X 15' GROUND ROD 2" NMC TO SA -1D: 3-4/C #14 1-2/C #14 1-1/C #6 INS. GR. 49 2 SA PEDESTAL FOUNDATION 3 N a I I 2" NMC (DIRECTIONAL BORE) 2D PEDESTAL POLE AND BASE g o 3 3-4/C #14 2-RRFB LED ARRAY m 1-2/C#14 BROADWAY STREET W (CSAH 75) 2-W11-2SIGNS (36°x36°)(BLACK ON YELLOW) 1-1/C #6 INS. GR. 2-W16-7mPR (30"X18") (BLACK ON YELLOW) " o 1 -APS PED PUSHBUTTON (PB -2) AND SIGN (LEFT AND v �z ;i°•e;F:?; aO °°•°°°•°°`•°°°°°°° 2RIGHT NMCTO gMOUNTEDONWE5T51DEOFPEDESTAL SA a (`. 14/C#14 � 2D � .`moi .� 12/C#14 11/C #6INS. GR. z A A � m n—I SA PEDESTAL FOUNDATION s I I Noe 3D PEDESTAL POLE AND BASE D POLE MOUNTED FLASHER CONTROL CABINET 1-RRFB LED ARRAY © 0 1-W11-2 SIGN (36"X36") (BLACK ON YELLOW -GREEN) ` - 1-W16 FED PL PUSHBUTTON (BLACK ON YELLOW -GREEN) ` 1 -APS PED PUSHBUTTON (PB -3) AND SIGN (LEFT ARROW) MOUNTED ON EST SIDE OF PEDESTAL 2" NIVIC TO SA 3D: 1 -4/C #14 1-2/C #14 • �: —/ � � \� �e \\\ E—FSE— • e::. I -. # 2"NMC (DIRECTIONAL BORE) 1-1/C #6 INS. GR. /C 1114 m 2 —4. -2/ E SA E11Ci"SGRE E �E .,; :: • 3D NOTES: 1. THE EXACT PLACEMENT OF PEDESTALS AND PEDESTRIAN RAMPS SHALL BE ECT INTO LIGHTING CABINET // _ DETERMINED IN THE FIELD BY THE ENGINEER. SEE LIGHTING PLANS FOR -- -- - -- _ ( 2. THE FLASHERS FOR THIS SYSTEM SHALL BE RECTANGULAR RAPID FLASHING ADDITIONAL INFORNM BEACONS (RRFB). SEE SPECIAL PROVISIONS FOR RRFB UNIT DETAILS. r_I \ m ,I 11 — I I �' / 3. ALL SIGNS REQUIRED FOR THE RECTANGULAR RAPID FLASHING BEACON SYSTEM I ARE INCIDENTAL. I �II I I I II 4. MOUNTING HEIGHTS FOR ALL SIGNS AND DEVICES SHALL COMPLY WITH THE MOST RECENT VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. S r / 5. FOR PAVEMENT MARKINGS, SEE SIGNING AND STRIPING PLANS. 2" NMC (DIRECTIONAL BORE) 6. FOR CONSTRUCTION OF PEDESTRIAN RAMPS, SEE PEDESTRIAN RAMP DETAIL 5-4/C #14 PLANS. 7. ALL WORK ASSOCIATED WITH THE WALNUT STREET RRFB INSTALLATION IS 1-1/C #6 INS. GR. © INCLUDED IN THE PEDESTRIAN CROSSWALK FLASHER SYSTEM "C" PAY ITEM. II I I II I � Qi 11 j I II i� PEDESTRIAN CROSSWALK FLASHER SYSTEM C 33 IHEREBYCERTIEYTHATTHISPIAN,SPECIFICATION,ORREPORTWASPREPARED Icx[D MONTICELLO MINNESOTA SP 8605-59 (TH 25) BY OR UNDER Y RECiS PER I51 dAN0 THATl ADULY LIC oTA, BOLTON 2040 , MINNESOTA 12 EAST SHEET 0 10 Z� PR FE I I L E T! ST EsoTA. CIiiAo DRAWN R i«�°p�y� WILLMAR, MINNESOTA 56201 I V LG I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT . a Phone: (320) 231-3956 SCALE FEET ZAc A .GG1/du�1�� Il�on`"""° PEDESTRIAN CROSSING PLAN C7'29 �e M E N K Email Wiw bolton�menkm�nnk.com IENrPxo� No '2 ND. (56 rub iOn/ 9,2023 � WALNUT STREET & BROADWAY STREET W (CSAH 75) LAYOUT CONNECT INTO LIGHTING CABINET SEE LIGHTING PLANS FOR ADDITIONAL INFORMATION PEDESTRIAN CROSSWALK FLASHER SYSTEM C S PREPARED I HEREBY CERTIFYTHATTHIS PIAN, SPEORWION, OR REPORT WAS PH RNE-fET A6STI AEENSED PNRND A. V oT 240HIGHWAY I2 EST R, MINNESOTA 562gpLTON WLLMA01 231-3956 l �MENK w.bolton-menkcom ,n atla D.I.— MONTICELLO MINNESOTA SP 8605-59 (TH 25) SHEET �Phone: 7•0 DRHN cH�'V DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT PEDESTRIAN CROSSING PLANWillmar@bolton-menk.com WALNUT STREET & BROADWAY STREET W (CSAR 75) WIRING DIAGRAM znc 9 rub ion0 iENrAONo.in ABBREVIATIONS APS ACCESSIBLE PEDESTRIAN SIGNAL AWF ADVANCE WARNING FLASHER C. D. COUNT DOWN D2-1 (e.g.) DETECTOR (PHASE 2, NO. 1) DEG DEGREES DWK DON'T WALK EQ.G EQUIPMENT GROUND REVISE SIGNAL SYSTEM B EVP EMERGFURNISH T.H. 25 (PINE ST AND RIVER ST INTERSECTION ( ) F&I ANDINCY FURNISH AND INSTALL INSCLE TALL FL FLASH/FLASHING FYA FLASHING YELLOW ARROW REVISE SIGNAL SYSTEM A FYLA FLASHING YELLOW LEFT ARROW GLA GREEN LEFT ARROW TEMPORARY SIGNAL SYSTEM A GRN GREEN INDICATION T.H. 25 (PINE! ) ( ) T AND BROADWAY STREET CSAH 75 INTERSECTION GR. RD. GROUND ROD GRA GREEN RIGHT ARROW GTA GREEN THRU ARROW HH HANDHOLE HPS HIGH PRESSURE SODIUM IND INDICATION IMC INTERMEDIATE METAL CONDUIT MAP OF THE INP INPLACE CITY OF MONTICELLO INS. GR. INSULATED GROUND WRIGHT COUNTY, MN JB JUNCTION BOX LED LIGHT EMITTING DIODE LUM LUMINAIRE NEU NEUTRAL NMC NONMETALLIC CONDUIT I 131-1 (e.g.) PEDESTRIAN INDICATION (PHASE 1, N0.1) PB PUSH BUTTON P62-1 (e.g.) PUSH BUTTON (PHASE 2, N0. 1) PEC PHOTOELECTRIC CELL PED PEDESTRIAN PVC POLYVINYL CHLORIDE (CONDUIT) RED RED INDICATION Y R&S REMOVE AND SALVAGE RLA RED LEFT ARROW RSC RIGID STEEL CONDUIT 0 Soo 1000 S&I SALVAGE AND INSTALL SIGNAL PLAN INDEX SOP SOURCE OF POWER SCALE FEET SHEET NUMBER SHEET TITLE SPR SPARE MAP LEGEND C7.26 TITLE SHEET STA STATION TEMPORARY SIGNAL SYSTEM B WLK WALK C7.27 TEMPORARY POLE DETAIL YEL YELLOW INDICATION PROJECT LIMITS T.H. 25 (PINE ST) AND 4TH ST INTERSECTION C7.28 WEST BROADWAY STREET TEMPORARY LAYOUT YLA YELLOW LEFT ARROW C7.29 WEST BROADWAY STREET TEMPORARY POLE NOTES YRA YELLOW RIGHT ARROW C7.30 WEST BROADWAY STREET WIRING DIAGRAM C7.31 4TH STREET TEMPORARY LAYOUT SYMBOLS C7.32 4TH STREET TEMPORARY POLE NOTES C7.33 4TH STREET TEMPORARY WIRING DIAGRAM ■ HANDHOLE C7.34 POLE MOUNT DETAIL 0 HANDHOLE SPECIAL C7.35 APS PUSH BUTTON LOCATION DETAIL $ EQ.G CONNECTION C7.36 COLOR CODE CHART DETAIL C7.37 CABINET DETAIL EVP CONFIRMATORY LIGHT C7.38 WEST BROADWAY STREET REMOVALS EVP DETECTOR C7.39 WEST BROADWAY STREET REMOVALS WIRING DIAGRAM C7.40 WEST BROADWAY STREET REMOVALS WIRING DIAGRAM EVP DETECTOR AND CONFIRMATORY LIGHT C7.41 WEST BROADWAY STREET LAYOUT FO FIBER OPTIC VAULT PROJECT LOCATION C7.42 WEST BROADWAY STREET WIRING DIAGRAM WRIGHT COUNTY C7.43 WEST BROADWAY STREET WIRING DIAGRAM A LUMINAIRE NO. C7.44 PULLVAULT DETAIL OSIGNAL BASE NO. C7.45 FIBER OPTIC LEGEND C7.46 FIBER OPTIC CABLE LABELING DETAIL 8 SIGNAL FACE NO./FLASHER FACE N0. STANDARD PLATES -SIGNAL SYSTEMS C7.47 FIBER OPTIC SLACK DETAIL BM 4 BARREL MOUNT BASE NO. 07.48 FIBER OPTIC SCHEMATIC WP THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT C7.49 INTERCONNECT LAYOUT 1 WOOD POLE NO. PLATE NO. DESCRIPTION PLATE NO. DESCRIPTION d + SPLICE r- 7038 A DETECTABLE WARNING SURFACE TRUNCATED DOMES 8120 Q POLE FOUNDATION (PA -85) VIDEO DETECTION r�- 7113 A CONCRETE APPROACH NOSE DETAIL 8121 H TRANSFORMER BASE AND POLE BASE PLATE (2 SHEETS) IHEREBYC RTIFY THAT SHEETS OR UNDER MY DIRECT SUPERVISION C7.31 THROUGH##### OF THIS PLAN WERE PREPARED BY ME AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER MICROWAVE DETECTION 8110 E TRAFFIC SIGNAL BRACKETING (POLE MOUNTED) 8122 F PEDESTAL AND PEDESTAL BASE (2 SHEETS) UNDER THE LAWS OF THE STATE nOFMINNESOTA. 8112 1 PEDESTAL FOUNDATION 8123 G POLE AND MAST ARM (2 SHEETS) SONIC DETECTION 8117 G PRECAST CONCRETE HAND HOLE ► 8126 L POLE FOUNDATION (PA90 AND PA100) r 8118 D SERVICE EQUIPMENT AND POLE 8129 A SHIM AND WASHER NAMEHA. PARSONS Uc No 57761 DATE No -8119 C GROUND MOUNTED CABINET FOUNDATION 8130 E SAW CUT LOOP DETECTORS DESIGNER MITCHELL L. WALL FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL MANUAL r- 8132 B PREFORMED RIGID PVC CONDUIT LOOP DETECTOR (3 SHEETS) ► STANDARD PLATES APPLICABLE TO THIS PROJECT _ .. 2040 HIGHWAY 12 EAST * "'`" °F =���Eo MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET o Do Not Use for WILLMAR, MINNESOTA 56201 OLTON Phone: (320) 231 -men M n i ll O A a DRAWN cxeaeo DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 07.31 Construction Email: Wiwl boltonn-menk.com com M E N K SIGNAL PLANS > EMPAo,.NG, TITLE SHEET e TYPICAL WOOD POLE AND SPAN WIRE MOUNTED TRAFFIC SIGNALS (NOT TO SCALE) E.V.P. OR TRAFFIC DETECTOR WOOD POLE MOUNT (NOT TO SCALE) an J N X O z a a Q 20' MOUNTING HEIGHT (ABOVE ROADWAY) 0 STAINLESS STEEL STRAPS 0 0 NMC RISER AND WEATHERHEAD (AS REQUIRED) WOOD POLE 19' MAX. 17' MIN. 10' APPROX. 5 SECTION HEAD OVERHEAD SIGNAL BRACE DETAIL NOTE: ALL SPAN WIRES AND DOWN GUYS SHALL BE (5' MIN OR 20% (NOT TO SCALE) SIEMANS MARTIN GRADE GALVANIZED STRAND WIRE. OF POLELENGTH) I NMC AND CABLES 7/16" SPAN WIRE 111 (AS REQUIRED) (SUPPORT) SIGNAL CABLES (AS SHOWN IN PLAN) SIGNAL HEAD (AS SHOWN IN PLAN) OVERHEAD SIGNAL BRACE DETAIL O BACKGROUND SHIELD (NOT TO SCALE) S-HOOK 3/8" MIN. O O (BREAKAWAY) TURNBUCKLE (5/16" MIN. EYE BOLTS) O O CLAMP NOTE: TETHER CLAMP SHALL BE MN/DOT APPROVED. 1/4" SPAN WIRE • (STABILIZER) ALUMINUM ANGLE IRON (11/2" X 11/2" X 1/4" X 1/4") ATTACHED TO SIGNAL HEAD OWITH SIGNAL TETHER CLAMP THEREBY CERTIFY THATTHIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY ORUUE�S PER I51 dAN0THATl ADULYLICo-C PR FE I TI ST ESDTA. �a iy«�6 p�y� JG V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 & Email: Willmarton-m@boltonk.com com M E N K Phone: (320)231-men www.bolton-menk.com CITY ❑ F Mont�cella Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET e�.32 pgAWN cxEpgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS TEMPORARY POLE DETAIL � ZAC A kNS6NS[� ru �1.6n9/2023 ( 67 S ENTI Np. NOTES: 1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE. 2. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS, AND TEMPORARY CABINET BASE ARE VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONAL. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL SYSTEM. 4. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL SPAN WIRE TYPE R10 -X12 SIGNS ADJACENTTO HEADS 1-2,3-1,5-1, AND 7-1. 6. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS. 7. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE). B. CONDUIT SIZES ARE NOMINAL DIAMETER. 9. HEADS 4-1,4-2,4-3, 5-1, 5-2, 7-1, 7-2, AND 8-4 SHALL BE BAGGED IF WEST LEG IS CLOSED. IF TEMPORARY SIGNAL IS NEEDED LONGER THAN DURATION OF WEST LEG CLOSURE, HEADS SHALL BE UNBAGGED. 10. CONTRACTOR SHALL COORDINATE WITH MNDOTTOADJUST SIGNAL TIMINGS AND TO ADJUST DETECTION ZONES. 11. CONTRACTOR TO SALVAGE RADIO FROM PERMANENT SIGNAL, INSTALL ON TEMPORARY SIGNAL, AND RE -INSTALL ON PERMANENT SIGNAL AFTER TEMPORARY SIGNAL IS NO LONGER NEEDED 12. CONTRACTOR TO SPLICE EXISTING SIGNAL INTERCONNECT AT NORTHWEST CORNER AND RUN TO TEMPORARY SIGNAL CABINET. OINSTALL TEMPORARY SIGNAL CABINET BASE TEMP INSTALL CABINET WITH CONTROLLER (MNDOT PROVIDED) CONTROLLER CABINET TO POLE 1: 9-6/C #14 21-4/C #14 4-3/C #14 4-3/C #20 4 -VIDEO DETECTOR CABLES —� INPLACE: 45' WOOD POLE WITH SERVICE k B) EQUIPMENT AND DISCONNECT 2" CONDUIT TO HH3: 3-1/6 #6 2" CONDUIT FROM HH3 TO CONTROLLER CABINET 3-1/C #6 2" CONDUIT, RISER AND WEATHERHEAD TO HH2 4-3/C #14 (LUM) FROM HH2 ABOVE SPAN WIRE ON POLE 1 2" CONDUIT 4-3/C #14 (LUM) CONTROLLER PHASING, PEDESTRIAN r INDICATORS AND PUSH BUTTONS 1L 138-1 (D1) (D2) (D1) In (D2) 6 1 WP � � F WP 2 3 mW^ N ^ 'y y � a d l mQ 0 0 CSAH 75 P6-1 P2-2 F� 8 7 3 4 CSAH 75 P6-2 P2-1 N N my a a m¢ e WP WP 1 PB4-1 r 5 2 P(13 ) (81) PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE 20 40 SCALE FEET 1-7/16" SPAN WIRE 1-1/4" SPAN WIRE 4-6/C #14 11-4/C #14 2-3/C #14 4-2/C #14 2-3/C #14 (LUM) 2-3/C #20 1 6PR #19 2 -VIDEO DETECTOR CABLES 11 PAVEMENT CONSTRUCTION AREA SIGNAL SYSTEM OPERATION THE SIGNAL SYSTEM FLASH MODE IS ALL RED. NORMAL OPERATION IS 8 PHASE, WITH PHASES 1, 3, 5, AND 7 BEING FLASHING YELLOW ARROWS BY TIME OF DAY PHASE 2 AND 6 SHALL BE ON VEHICLE RECALL. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED PR FE OR UNDTRRECiPR EE OR UND T�ISIyNNO THATI ADULY LE50TA DdAND THATI A SOTAD DAN. A cyhhsS ru�i On/ 9N,20l23 z CAMERA PHASE f N 1&6 POLE 1 V-2 3&8 POLE 2 V-3 2&5 1— 0 O V-4 4&7 POLE 4 cc 'mom w z ww z z a g1-7/16"SPAN WIRE O a ti 1-1/4" SPAN WIRE K = �o 2-6/C #14 5-4/C #14 J_ o 0, ':':'. 1-3/C #14 a 0 ti = 2-2/C #14 N _ CL 1-3/C#14(LUM) W P 1-3/C #20 m O 1 -VIDEO DETECTOR CABLES 7 2 VIDEO DETECTORS CAMERA PHASE NUMBER V-1 1&6 POLE 1 V-2 3&8 POLE 2 V-3 2&5 POLE 3 V-4 4&7 POLE 4 J �V, 2 0 2-2 ". 2-3 { W P 5-1 > 3 2-1 I w 2 186 n= �ti0 S-2 O FTFC� R J� W 12' RTL — 8-2 12' RTL 8-3 3&8EVP LIG T 8-4 11' LANE 16. ' LA 1-7/16" SPAN WIRE 12' LTL 1-1/4" SPAN WIRE 3-1 1-6/C #14 2-4/C #14 7-1 1-3/C #14 4-3 CSAH 75 12' LANE 4&7 EVP LIGHT (BROADWAY) 4-2 (30 MPH) 14 LANE 1-3 6F49.24S 4 1���C< w oFTFCpp !! 1 E r 1.1 1.2 TR A 6-2 6-3 6-1 WP , 4-1 WP 1 H3 4 3 2 O4 H2 �B �� / NOTE:THIS PLAN IS INTENDED TO SHOW WOOD POLE LOCATION AND EQUIPMENT THAT IS TO BE USED AS PART OF THE TEMPORARY SIGNAL SYSTEM INSTALLATION. SPECIFIC ROADWAY ELEMENTS MAY OR MAY NOT BE INPLACE AT THE TIME THE TEMPORARY SIGNAL IS IN OPERATION. THE LOCATION OF OVERHEAD SIGNALS AND DETECTORS FOR EACH STAG w 1-7/16" SPAN WIRE OR PHASE WILL NEED TO BE ADJUSTED ACCORDINGLY. J g g 1-1/4" SPAN WIRE v r r m 4-6/C #14 z z 7-4/C #14 g g 2-3/C #14 SIGNAL FACE CHART 2-2/C#14 FACE R Y G RLA YLA FYA GLA RRA YRA GRA m = H H H N 1-11-21-3 1-3/C#14 (LUM) 2-1,2-2,2-3 1-3/C #20 O 1 -VIDEO DETECTOR CABLES 3-1,3-2 4 1 4-2, 4-3* 0 m 6-1,15-2,15-3 ~ ~ ~ ~ 7-1 7-2* H H R H 8-1 8-2 8:31- 8-4 -38-4 -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH SYSID:40021 BACKGROUND SHIELDS TE #: 6348 -PHASES 1 & 8 FYA SHALL OVERLAP "SIGNAL HEADS SHALL BE BAGGED IF WEST LEG OF INTERSECTION IS CLOSED FOR CONSTRUCTION BOLTON 2040 HIGHWAY 12 EAST DE�IDNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET CIii�Ro WILLMAR, MINNESOTA 56201 \ DRAWNDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT�c MENK Phone: r@b 231-39nk.com `HIEN ADINo c�.33 Email: Willmar@bolton-menk.com SIGNAL PLANS www.bolton-menk.com BROADWAY STREET W (CSAH 7S) TEMPORARY LAYOUT 'DOWOOD LE (wp W 20 OWNGUOYS,GUARDSANDANCHORS 20 OWNGUOLEGUARDS AND ANCHORS 2- TYPE 10B POLE MOUNTED AT 90° AND 180° 2- TYPE 10B POLE MOUNTED AT 90° AND 180° 1 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 1 & 6) 3 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 2 & 5) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS (1110-4b)(1EA. LEFT AND RIGHT) (1110-4b)(1EA. LEFT AND RIGHT) METAL JUNCTION BOX WITH TERMINAL BLOCK METAL JUNCTION BOX WITH TERMINAL BLOCK 4" CONDUIT TO SPAN WIRE: 4" CONDUIT TO SPAN WIRE 4-6/C #14 4-6/C #14 11-4/C #14 7-4/C #14 2-3/C #14 2-3/C #14 4-2/C #14 2-2/C #14 2-3/C #20 1-3/C #20 1-6PR #19 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1-6PR #19 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) W P 50' WOOD POLE V V P 2- DOWN GUYS, GUARDS AND ANCHORS 2 2- TYPE 10B POLE MOUNTED AT 90° AND 180° n 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 3 & 8) T 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS (R10-4b)(1EA. LEFT AND RIGHT) METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1-6PR #19 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 50' WOOD POLE 2- DOWN GUYS, GUARDS AND ANCHORS 2- TYPE 10B POLE MOUNTED AT 90° AND 180° 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 4 & 7) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS (1110-4b)(1EA. LEFT AND RIGHT) METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 3-4/C #14 2-2/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) NOTES: 1. THE PERMANENT CABINET AND LOCATION ARE TO BE USED TO OPERATE TEMPORARY SIGNAL SYSTEM DURING ALL STAGES OF CONSTRUCTION. 2. (CONTRACTOR SHALL FURNISH AND INSTALL) SERVICE CABINET AND CONTROLLER AND CABINET. SEE SPECIAL PROVISIONS. I CI HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR�USPERISI dANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE T!STESOTA. CITY ❑ F pH,ry R i«�°WILLMAR, MINNESOTA 56201LG I V I DR DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT /� °"� �e M E N K Phone: r@b 231 -men N�ant�Cella cxecRED C7,3�} znc A Email: Willmar@bolton-menk.com SIGNAL PLANS - " ryD c � rub iOn/ 9,2023 � www.bolton-menk.com E" P NG,BROADWAY STREET W (CSAH 75) TEMPORARY POLE NOTES V-3 LUMINAIRE V-2 LUMINAIRE VIDEO DETECTOR VIDEO DETECTOR 3-1 35 5 F TOQ 23 4 TO 2 LUM LUM f5,35-42 5,31-42 18 2-1 J.B. WP J.B.2 WP 6-1 36 3 2 8-4 11 2-2 8-1 19 7-2 3-2 31 24 8-3 37 2 3 12 5-2 20 18-22 P8-1 32 36-42 25 8-2 P4-1 38 0 13 5.1 21 P2-2 P6-1 P6-2 33 31-34 24.30 1 4,5,17-42 3 LI 8 EVP LIGHT 14 39 26 22 6-2 1&6 DETECTOR PED PB STA 2&5 P8-2 55 15 TO EVP PB8-1 EVP LIGHT 40 V-1 HUB TO PB 34 27 VIDEO DETECTOR 10 PED PB STA 6-1 16 PB4-1 PED PB STA TO PB PB2-2 7-1 TO -2 41 PED PB STA PB6-1 56 WP 11-17 PED PB STA 2&5 LUMINAIRE 430 TO PB 28 1 J. B. 1 17TOPB DETECTOR TO 6 O PED STA LUMINAIRE TO EVP 42 4 LUM PB8 1-1 8-2 HUB 3 TO 1 TO PB 29 6,43-59 LUM 43-46 4.3 V-4 3&8 VIDEO DETECTOR 47W P 43 46 DETECTOR 57 55-59 3-6,10-59 J.B. 4 qq 4 TO EVP 30 HUB P4-2 48-54 1-2 4-2 51 4-1 45 58 48 PED PB STA 4&7 SERVICE CABINET PB2 1 SOP 52 INPUT L EVP LIGHT 1&6 LUMINAIRE TO PB 1-3 O 46 EVP LIGHT � 6 POWER 3-6 3-6 INS. GR. PED PB STA 23-1 CGR. #6 SIGNAL 59—j e� PB4-2 INS. SERVICE 53 77777�5 GRAD. TO PB 49 LUMINAIRE 4 TE #:6348 4&7 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA CITY F pgAWN -Ep DETECTOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 6,43-54 LUMINAIRE d 3 Phone: (320) 231-3956 TO EVP 54 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C7.3S HUB P2-1 'W Email: Willmar@bolton-menk.com �MENK SIGNAL 3-1 C#6 2 2 (yion/9,2023 IEryrPgol. No.nru 50 SERVICE INS. GR. CONTROLLER CABINET 1� V-1 DWK RED VIDEO DETECTOR 26 PIR P6 1 44 YEL GRN 4-3 RED 11 YEL NEU NEU GRN 61 DWK RED NEU YEL 27 WLR P8 2 45 GRN 4-2 RLA YLA NEU NEU 12 GLA3.2 28 PB6-1 46 EVP LIGHT &7 NEU EQ. G FYA 29 NEU SPR PB8-2 47 V-4 DWK 3&8 VIDEO DETECTOR 13 WU( 30 EVP RED SPR P4-1 DETECTOR 48 YEL NEU GRN 41 RED DWK 31 YEL NEU 14 WLK GRN 2 2 RLA SPR P6-2 NEU YLA NEU 49 GLA RED 1_3 15 1&6 32 YEL NEU EVP GRN 2.3 FYA DETECTOR NEU SPR 16 PB4-1 RLA DWK YLA 50 WLK P2-1 SPR 17YLA 33 NEU 5-1 NEU RLA FYA DWK YLA SPR 51 WLK P4-2 18 GLA EVP LIGHT 2 & 5 SPR NEU 3-1 34 EQ G NEU FYA NEU 52 SPR PB2-1 35 V-3 RED VIDEO DETECTOR 53 19 YEL PB4-2 g_q RED GRN 36 YEL 4&7 NEU GRN 2 1 54 EVP RRA NEU DETECTOR 20 YRA RLA RED GRA 8-3 YLA 55 YEL NEU 37 GLA GRN 62 RRA NEU 72 NEU 21 YRA FYA GRA 8 2 SPR RED 5 NEU 6 YEL DWK GRN 6-1 EVP LIGHT 3 & 8 38 WLK NEU 22 EQ. G SPR P8 1 RLA NEU NEU YLA 23 V-2 DWK 57 GLA VIDEO DETECTOR 39 WLK P2-2 NEU 1 1 RRA SPR FYA 24 GRA NEU SPR GRA 81 40 RLA NEU PB8-1 YLA RLAq1 58 GLA YLA PB2-2 NEU 12 25 GLA 2&5 FYA NEU 5-2 42 SPR EVP FYA DETECTOREVP LIGHT 1 & 6 SPR 59 EQ. G RLA NEU YLA 43 GLA 71 NEU FYA SPR SOP 1 3-1 C#2 INPUT L 1-1 C#6 POWER — INS. GR. 23-1 CGR. #6 SIGNAL e� INS. SERVICE i� GR.RD. GRAD. SYS ID #:40021 3 TE #:6348 IHEREBYCERTIFYTHATTHIS%AN,SVECIFICATION,ORREPORTWAS PREPARED R UNDER A6STTI ACENSED PR ESOTA 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA CITY F pgAWN -Ep NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET VRECTLET� Phone: (320) 231-3956 MontlgpLTON C� aca `"E`gEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C7.3S SIGNAL PLANSznc 'W Email: Willmar@bolton-menk.com �MENK (yion/9,2023 IEryrPgol. No.nru w.olton-menmm BROADWAY STREET W CSAH 75 WIRING DIAGRAM NOTES: 1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE. 2. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS, AND TEMPORARY CABINET BASE ARE VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONAL. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL SYSTEM. 4. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK. 5. PAVEMENT MARKINGS BY OTHERS (SEE STRIPING PLAN FOR REFRENCE) 6. THE CONTRACTOR SHALL FURNISH AND INSTALL SPAN WIRE TYPE R10 -X12 SIGNS ADJACENTTO HEADS 1-1, 3-1,5-1, AND 7-1. 7. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS. 8. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE). 9. CONDUIT SIZES ARE NOMINAL DIAMETER. 10. CONTRACTOR SHALL COORDINATE WITH MNDOT TO ADJUST SIGNAL TIMINGS AND TO ADJUST DETECTION ZONES. OTEMPORARY SIGNAL CABINET BASE INSTALL TEMP CABINET WITH CONTROLLER (MNDOT PROVIDED) CONTROLLER CABINET TO POLE 1: 8-6/C #14 14-4/C #14 4-3/C #14 4-3/C #20 4 -VIDEO DETECTOR CABLES OB 45' WOOD POLE WITH SERVICE EQUIPMENT AND DISCONNECT 2" CONDUIT TO HH3: 3-1/6 #6 2" CONDUIT FROM HH3 TO CONTROLLER CABINET: 3-1/C #6 2" CONDUIT, RISER AND WEATHERHEAD TO HH2: 4-3/C #14 (LUM) FROM HH2 TO ABOVE SPAN WIRE ON POLE 1: 2" CONDUIT 4-3/C #14 (LUM) CONTROLLER PHASING, PEDESTRIAN r INDICATORS AND PUSH BUTTONS 1L 6 1 N V x \ 2 eIV 3 a o_ W 4TH ST P6-1 P2-2 F� 8 7 3 4 4TH ST E P6-2 P2-1 m Q co Q WP ry WP 4 r 5 2 PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE 1-7/16" SPAN WIRE 1-1/4" SPAN WIRE 4-6/C #14 7-4/C #14 2-3/C #14 2-3/C #14 (LUM) 2-3/C #20 2 -VIDEO DETECTOR CABLES 14' LANE < 12' LTL 14' LANE �> SIGNAL SYSTEM OPERATION THE SIGNAL SYSTEM FLASH MODE IS ALL RED. NORMAL OPERATION IS 8 PHASE, WITH PHASES 1, 3, 5, AND 7 BEING FLASHING YELLOW ARROWS BY TIME OF DAY PHASE 2 AND 6 SHALL BE ON VEHICLE RECALL. W 4TH ST (30 MPH) 2t WP 2 U«:n::: II�M II II II II 1 O 1-7/16" SPAN WIRE 1-1/4" SPAN WIRE 3-6/C #14 5-4/C #14 2-3/C #14 1-3/C #14 (LUM) 1-3/C #20 1 -VIDEO DETECTOR CABLES ' 81 2 I 8F� CTO2-2 Q 14'LANE R 5-1 2 3 w yF OP 2-1 � - E� & 8 EVP �, I o� 1z' LTL 4TH ST E ,DG1T Q N J 4&7EVP -1 (30 MPH) LIGHT �.� w &) 4 2 14' LANE � 6 2 C6 (D 1 1 ETEC OV 1-2 CAMERA PHASE NUMBER V-1 z z V-2 z z V-3 2&5 POLE 3 V-4 4&7 N y N N N 3 ti 3 � ti g ti w Z CL 1-7/16" SPAN WIRE = Ln N CL 1-1/4" SPAN WIRE M c 2-6/C #14 = 4-4/C #14 H 0 1-3/C #14 rn 1-3/C #14 (LUM) 1-3/C #20 1 -VIDEO DETECTOR CABLES 3P ' 81 2 I 8F� CTO2-2 Q 14'LANE R 5-1 2 3 w yF OP 2-1 � - E� & 8 EVP �, I o� 1z' LTL 4TH ST E ,DG1T Q N J 4&7EVP -1 (30 MPH) LIGHT �.� w &) 4 2 14' LANE � 6 2 C6 (D 1 1 ETEC OV 1-2 ' 1-7/16" SPAN WIRE IwpF) 1-1/4" SPAN WIRE 1-6/C #14 1-4/C #14 1-3/C #14 VIDEO DETECTORS CAMERA PHASE NUMBER V-1 z z V-2 z z V-3 2&5 POLE 3 V-4 4&7 N N N N N 2 CL O M ' 1-7/16" SPAN WIRE IwpF) 1-1/4" SPAN WIRE 1-6/C #14 1-4/C #14 1-3/C #14 VIDEO DETECTORS CAMERA PHASE NUMBER V-1 1&6 POLE 1 V-2 3&8 POLE 2 V-3 2&5 POLE 3 V-4 4&7 POLE 4 NOTE:THIS PLAN IS INTENDED TO SHOW WOOD POLE LOCATION AND EQUIPMENT THAT IS TO BE USED AS PART OF THE TEMPORARY SIGNAL SYSTEM INSTALLATION. SPECIFIC ROADWAY ELEMENTS MAY OR MAY NOT BE INPLACE AT THE TIME THE TEMPORARY SIGNAL IS IN OPERATION. THE LOCATION OF OVERHEAD SIGNALS AND DETECTORS FOR EACH STAGE OR PHASE WILL NEED TO BE ADJUSTED ACCORDINGLY. SYS ID: 40021 TE #: 6348 I HEREBY CERTIFY THAT THIS PIAN,SPECIRCATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUEBffE-fETRQIANOTHATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 20 40 PR FE ! STESOTA. CITY ❑ F DRANN i«�°WILLMAR, MINNESOTA 56201G I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �` SCALE FEET M E N K Phone: r@bolt31-3956 , N�antlC�lla cxrcPED C7.36 zqc A f Email:willmar@bolton-menk.com SIGNAL PLANS - N N c rub iOn/ 9,2023 � www.bolton-menk.com E" P" " 4TH STREET TEMPORARY LAYOUT ( �_ W 20 OWN GUOYS, GUARDS AND ANCHORS (wp 1- TYPE IOB POLE MOUNTED AT 90° 1 1- TYPE 10A POLE MOUNTED AT 180' 3 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 1 & 6) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 4" CONDUIT TO SPAN WIRE: 4" CONDUIT TO SPAN WIRE: 4-6/C #14 3-6/C #14 9-4/C #14 6-4/C #14 2-3/C #14 2-3/C #14 2-3/C #20 1-3/C #20 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) W P 50' WOOD POLE V V P 2- DOWN GUYS, GUARDS AND ANCHORS 2 1- TYPE IOB POLE MOUNTED AT 180" n 1- TYPE 10A POLE MOUNTED AT 90° T 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 3 & 8) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 50' WOOD POLE 2- DOWN GUYS, GUARDS AND ANCHORS 1- TYPE 1013 POLE MOUNTED AT 90° 1- TYPE 10A POLE MOUNTED AT 180" 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 2 & 5) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) 50' WOOD POLE 2- DOWN GUYS, GUARDS AND ANCHORS 1- TYPE 10B POLE MOUNTED AT 180" 1- TYPE 10A POLE MOUNTED AT 90° 1- POLE MOUNTED ONE WAY EVP DETECTOR (PHASES 4 & 7) 15' MAST ARM AND LUMINAIRE (120W LED) WITH PEC. METAL JUNCTION BOX WITH TERMINAL BLOCK 3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH: 1-6/C #14 2-4/C #14 1-3/C #20 1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH: 1 -VIDEO DETECTOR CABLES 1-3/C #14 (LUM) NOTES: 1. THE PERMANENT CABINET AND LOCATION ARE TO BE USED TO OPERATE TEMPORARY SIGNAL SYSTEM DURING ALL STAGES OF CONSTRUCTION. 2. (CONTRACTOR SHALL FURNISH AND INSTALL) SERVICE CABINET AND CONTROLLER AND CABINET. SEE SPECIAL PROVISIONS. I CI HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR�USPER ISI dANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE T!STESOTA. CITY ❑ F pH,ry R i«�°WILLMAR, MINNESOTA 56201LG I V I °R DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 7 °"� �e M E N K Phone: r@bolt31-men N�ant�Cella cxecRED C7,3 / - zqc A f Email:W .Ibolton-men-menk.com SIGNAL PLANS - " ry c � rub iOn/ 9,2023 � www.bolton-menk.com E" P" NG, 4TH STREET TEMPORARY POLE NOTES V-3 LUMINAIRE V_2 CONTROLLER CABINET VIDEO DETECTOR 5 TO VIDEO DETECTOR LUMINAIRE 29 LUM 19 4 TO 2 LUM 2 T7: 5,35-42 5,31-42 10 V-1 2-1 W P WP VIDEO DETECTOR YW 43 LA EVP7 J. B. 3 J. B. 2 RED 27 GLA 5-1 DETECTOR 30 3 2 11 YEL GRN 61 NEU RED FYA NEU SPR 44 GRNYEL 6 2 2.2 g_1 RLA EVP LIGHT 2 & 5 NEU 7-2 9 9 YLA 28 EQ. G RED 12 GLA NEU 3-2 NEU YEL q5 6-3 25 20 11 29 V-3 GRN 16 FYA VIDEO DETECTOR NEU 31 SPR O DWK RED RLA 2-3 03-2 O 13 WLK 30 YEL 2-1 YLA 16-18 O SPR 136-2 GRN 46 GLA 8 2 NEU NEU NEU 1-1 P2-2 30-34 26 RLA FYA 21 17 12 14 P136-2 YLA SPR 32 31 GLA 7 2 47 EVP LIGHT 1 & 6 15 1&6 NEU EQ.G 5-1 EVP FYA NEU 3&8 DETECTOR SPR PED PB STA P6-1 EVP LIGHT RLA P132-2 25-28 4,5,17-42 P6-2 YLA DWK 27 20-24 18 32 WLK TO PB 33 22 13 16 GLA 13-1 SPR P2-2 NEU NEU 2&5 FYA 33 DETECTOR SPR PB2-2 TO EVP34 2&5 PED PB STA PED PB STA RED EVP LIGHT PB6-1 PB6-2 17 YEL 34 2&5 HUB 28 TO PB 23 VIDEO DETECTOR 14 TO PB NEU 8 2 GRN DETECTOR 6-2 10 RLA 3&8 1&6 EVP LIGHT 3&8 DETECTOR DETECTOR 18 FEQ. G GLA GLA TO EVP 1 24 44 15 F TO EVP NEU 35 NEU 17-1 V-4 HUB W P 11-15 HUB VIDEO DETECTOR J. B. 1 19 V-2 FYA O 38 1 VIDEO DETECTOR SPR 6-3 41 35-37 7-1 LUMINAIRE 20 YEL RED TO GRN 8 1 36 YEL 4-2 3 GRN 390 45 6,35-47 LUM 1 NEU NEU 39-43 W P 35 RLA EVP LIGHT 4 &7 J.B. 4 4 44-47 3-6,10-47 YLA 37 EQ. G 1-2 11 21 GLANEU 5-2 NEU LUMINAIRE FYA 38 V-4 35-37 VIDEO DETECTOR TO 1 6 9 SPR 40 A LUM 46 DWK RED 39 YEL 36 0 22 SPR P6-1 GRN 41 NEU NEU RLA P2-1 4&7 L 23 PB6-1 YLA EVP LIGHT EVP LIGHT SERVICE CABINET 40 GLA 1-2 3&8 NEU 41 37 47 LUMINAIRE 24 EVP FYA 01 4� 6 DETECTOR SPR LUMINAIRE 3 6 RED DWK PED PB STA 5 25 YEL GRN 2 2 41 WLK PR P2-1 PB2-1 42 LUMINAIRENEU NEU TO PB 4 RED 4&7 6,38-43 42 PB2-1 LUMYEL INAIRE 26 d DETECTOR � 3 GRN 2 3 NEU TO EVP 43 HUB SIGNAL 3-1 C#6 2 2 SERVICE INS. GR. SOP 1 3-1 C#2 INPUT 1-1 C#6 POWER INS. GR. 2 3-1 C#6 SIGNAL e� GR.RD. GRAD. INS. GR. SERVICE i SYS ID #: 40021 3 TE #:6348 IHEREBYCERTIFYTHAT THISPIAN,SPECIFICATION, 01IE10RTWA111EPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) ;� BY -NDER Y RECTS PER ISI dANO THATI ADULYLICE—D BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! I L E T! ST ESDTA, C I T Y O F pgAWN R i«�°WILLMAR, MINNESOTA 56201 I V LG I V I DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n tN�ont�cella CHECKED c�.3s �c M E N K Phone: 320 231-3956El '• ZAC A /'� 7 Email:W .bolton-men-menk.com SIGNAL PLANS (5.6 ru i On/ 9,2023 www.bolton-menk.mm = IEryTPgp,.ryp. 4TH STREET TEMPORARYWZRING DIAGRAM e YELLOW ARROW BI -MODAL RED YEL BACKGROUND SHIELD 1/2" DIMPLE BY POLE MFG"R. LOCKING BOLTS 4-3/4" 7/16" X 2" JAM NUT I GRADES 7/16" MOUNTING O HOLE O GREEN 5-1/2" H� ARROW AND PVC CLOSE - I YELLOW GRN TUBE NIPPLE 4-3/4" DIA. FLASHING ARROW BUSHING m BOLT CIRCLE 1-1/2" 5 SECTION FYA ORING NOM. O CLUSTER HEAD DETAIL m O-RING PVC FLANGE SEAL %WIREWAY a _ \ � MAST ARM -- m _ o z Da, x WHEN MOUNTING 5 1-1/2" HEAVY (4) 15/32" I THREADED SCHEDULE 80 HOLES STAINLESS STEEL PIPE NIPPLE 7/16 m MOUNTING HOLE O O PVC WIREWAY O-RING SEAL a z SECTION CLUSTER I vai x ~ HEAD ASSEMBLIES POLE HUB BY :. O 3'^ USE EXTENDED POLE MFG'R. THREADED POLE ADAPTORS THREADED HUB AND FLANGE POLE ADAPTOR 'EE 5-3/4" �5. = BOLT ON HUB & FLANGE 2-3/4" z THREADED HUB& SIDE VIEW m m z x i z 2 FLANGE POLE ADAPTOR _ �.� _ _ \ ANGLE & STRAIGHT MOUNTCAP O-RING SEAL / TWO BLIND THREADED INSERTS (RIVET NUT) USE 17/32" DRILL BIT FOR HOLES *SEE NOTE NO.3 BELOW APS PUSH BU70N POLE 3/8" X 2" SS BOLT N W MOUN ADA TOR 1" OD X 3/4" ID z �' ACCESSIBLE BUSHING, USE 1" pzi PEDESTRIAN PUSHBUTTON PVC WIREWAY � DRILL FOR HOLE /SIGN 1/2"WASHER UNIT DRILL 25/64" WASHER PEDESTRIAN a' PUSHBUTTON HOLES (2) FOR BLIND THREADED INSERT LOCKING 1/2" DIMPLE (2) 5-3/4" BOLT51/2" (BY POLE MFG'R.) 4-3/4" 1/z^Nur _ / \ _ i TOP VIEW SUPPORTING MEMBER x Z N o in M <'o� ti DRILL 1/2" ANGLE/ N HOLEWIRE FOR 3 1/2" STRAIGHT z PIPE MOUNTCAP zz g iD � 1-1/2" m NOM. ACCESSIBLE O m PEDESTRIAN Q 1-1/2" HEAVY PUSHBUTTON APS PUSHBUTTON SCHEDULE 11 I POLE HUB N UNIT W/SIGN MOUNTING SPACERS STHAIINLESS STEEL I (BY POLE DRILL BOTTOM OF -• ® I MFG'R.) PEDESTRIAN PUSHBUTTON HOLES (3) FOR (3) FO BLINDTHREADED TRANSFORMER BASE _ z_ (4) 1/2" FLANGE.k\\ _ INSERT & SPACERS �• 1p (4) 7/16" X THREADED POLE DRILL 1/2" 1"SLOTTED HOLES (BY POLE HOLE FOR •-:: HOLES (FOR NOTE: ALL THREADED SURFACES TO BE MFG'R.) J WIRE :: '• �•�:� :� SIGNAL MOUNT) COATED WITH ANTI -SEIZE COMPOUND. 3 EXTENDED THREADED POLE ADAPTER m � m NOTES: NOTES: a 1. ALL THREADED SURFACES TO BE COATED WITH ANTI -SEIZE COMPOUND. 1. ALL THREADED SURFACES TO BE COATED WITH ANTI -SEIZE COMPOUND. 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. BOTTOM OF BASE TYPICAL SIGNAL POLE MOUNTING 3. SEE STANDARD PLATE NUMBER 8123 FOR ADDITIONAL SIGNAL POLE DETAILS. 3. BLIND THREADED INSERTS (RIVET NUT) MUST BE INSERTED USING TYPICAL PEDESTAL MOUNTING NOT TO SCALE MANUFACTURERS SPECIFIC INSERTION TOOL. NO OTHER METHOD IS ACCEPTABLE. 4. EXTENDED THREADED POLE ADAPTOR ONLY USED WITH 5 SECTION CLUSTER HEADS. NOT TO SCALE 4. SEE STANDARD PLATE NUMBER 8122 FOR ADDITIONAL PEDESTAL POLE DETAILS. HEREBY CERTIFY THAT PIAN, SPECIFICATION, OR gEPORT WAS PREPARED BY ORUUERS PER DRUPERADULYIICENSEDADULYLICENA, PR FEPR FE IT! ESOTpT! ESOTA. p�y� BOLTON 2040 HIGHWAY I2 EAST WILL40H MINNESOTA ST CITY O F Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET ORpylry :&'TTIfRY Phone: (320) 231-3116 cella cxECRED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT�� e7,39 SIGNAL PLANS & Email: M E N K ZAc A P 6NS[� ru �1.6n9/2023 \• Jn, s EMPRD ryD. .bolton-men-menk.com www.bolton-menk.com POLE MOUNT DETAIL e APS PUSH BUTTON STATION TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION THIS IS A GENERAL DETAIL INTENDED TO SHOW THE REQUIREMENTS OF APS PUSH BUTTON LOCATION. FOR PROJECT ANODIZED ALUMINUM DOME CAP ANCHOR ROD PLACEMENT SPECIFIC INFORMATION REGARDING PEDESTRIAN RAMP LAYOUT AND PUSH BUTTON LOCATIONS, SEETHE PLAN. SILICONE BEAD 7 t 3" REFLECTIVE4.2511" SUPPLEMENTAL GUIDANCE FOR CONSTRUCTING COMPLIANT APS PUSH BUTTONS: +' ACCESSIBLE SHEETING _ N PEDESTRIAN DRILL 25/64" 6" BOLT O THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF CROSSWALK. PUSH BUTTON HOLES (2) CIRCLE UNIT W/SIGN FOR BLIND O A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON, THREADED INSERT ` i ANCHOR WITH A 2 PERCENT MAXIMUM SLOPE IN ALL DIRECTIONS. DRILL 3/4" HOLE RODS O3 BUTTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EDGE OF THE CROSSWALK. PUSH BUTTON FOR WIRES BREAKAWAY O4 BUTTONS SHALL BE BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF 3" REFLECTIVE SHEETING BASE ROADWAY, MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS SHOULD BE 4' MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS. 4" TRADE SIZE DIAMETER ALUMINUM SHAFT W (SCHEDULE 40 ALUMINUM - 48" LENGTH) OS BUTTONS SHALL BE AT LEAST 10 FT APART. a SPUN FINISHED. ANODIC COATING AS PER MIL-A-86250 FOR TYPE II, CLASS I COATING. O6 PROVIDE A MAINTENANCE ACCESS ROUTE (MAR) WHEREVER POSSIBLE FOR SNOW REMOVAL z PURPOSES. A MAR REQUIRES A 6 FT MINIMUM CLEAR DISTANCE BETWEEN A PUSH BUTTON zAND ANY OBSTRUCTIONS, INCLUDING BUILDINGS, V-CURB, ELECTRICAL FOUNDATIONS, g NOMINAL 4" NATIONAL PIPE THREAD (NPT) SIGNAL CABINETS, OR ANOTHER PUSH BUTTON. J AS REQUIRED AT THE END OF THE PIPE. BUTTON SHOULD BE 2 FT MINIMUM FROM RAMP GRADE BREAK AND BACK OF WALK. APS PUSH BUTTON BASE (SEE MNDOTS p APPROVED/QUALIFIED PRODUCTS LIST) N j 1" RIGID PVC CONDUIT WITH END m CABLE TETHER BELL (2"+/- 1/2" PROJECTION) 0 3 BOLT 5/8"(UNC) X 71/2"+/- 1/4" STAINLESS STEEL ROD IN ACCORDANCE WITH MNDOT0 3 SIDEWALK 3 3385.21) RODS AND CHAMFERED C&G LANDING (ROUNDED) EDGE ON BOTH ENDS. D C&G AREA 1 2 1/2" ROUNDED RADIUS GROUND LINE 'e .'.'.'.'.'.'.'.'.'.'.'.' '. .'.'.'..'.' A .O. :D a >",: a o: p: "}z" i`n- - Df •>'• . o 6' WALK �.IN D �••p 1 O 4 .. ,; :;,, .:,'>. '...' •' ' I DRILL4-3/4" HOLES 6" DEEP 6' WALK ;:;+.�`i'':;::;� ;�' • p•p, •° : C .D • p • INSERT FOUR ANCHOR RODS USING TWO PART r----- n ' EPDXY FOUND ON THE MNDOT APL FOR SIGNALS CROSSWALK i O2 • ° ' ° ° COMPACTED AGGREGATE BEDDING 1:2 (V:H) SLOPE '>�''•`''r '' O CROSSWALK L----- I CURB IF NEEDED ] h p, A ] O CONCRETE MIX 18" DIA ETER C p 5 31`52 OR EQUAL ` RIGID PVC CONDUIT SWEEP g P62-1 NOTES: 1" RIGID PVC CONDUIT PLACEMENT AND ORIENTATION OF THE PUSH BUTTON STATION IS CRITICAL. MOUNT THE BUTTON PB4-2 SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A TIGHTENED POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT TO THE SHAFT. TWIN PERPENDICULARS DEPRESSED CORNER Cl (SHOWN) (SHOWN) ORIENT ACCESS OPENING ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON. 20 THIS DETAIL APPLIES TO ALL DESIGNS WHEN THIS DETAIL APPLIES TO ALL DESIGNS WHEN PLUMB THE PUSH BUTTON STATION WITH LEVELING SHIMS IN ACCORDANCE WITH STANDARD PLATE 8129. PUSH BUTTONS ARE AT THE TOP OF A RAMP 90 PUSH BUTTONS ARE AT THE BOTTOM OF A RAMP < INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL. kD USE ZINC PLATED STEEL 1/4 - 20 UNC BLIND THREADED INSERTS SUITABLE FOR MOUNTING ON SURFACE WALL THICKNESS OF .337. APPROVED BLIND INSERTS ARE LISTED ON MNDOT'S APPROVED/QUALITY PRODUCTS LIST WEBSITE FOR TRAFFIC SIGNALS. USE APS 1/4 - 20 STAINLESS STEEL MOUNTING BOLTS. APPLY BRUSH ON ANTI SEIZE COMPOUND TO BOLTS PRIOR TO ASSEMBLY. CONTRACTOR MUST USE OPTION 1 OR 2 WHEN THE APS PUSH BUTTON SIGNAL CONTROL POINTS DISTANCE TO DISTANCE TO APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE IT COMES IN CONTACT WITH THE 4" SHAFT. IS SHOWN AT THE EDGE OF WALK. OPTION USED (OR SELECTED) FRONT OF BACK OF SIGNAL NO. X Y LANDING (FT) LANDING (FT) MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT. PB2 1 A B USE WHITE REFLECTIVE SHEETING AT INTERSECTION CORNERS AND YELLOW REFLECTIVE SHEETING IN CENTER MEDIANS. APPROVED TUBE DELINEATOR SHEETING IS LISTED ON MNDOT'S APPROVED/QUALIFIED PB4-2 - - C D PRODUCTS LIST WEBSITE FOR SIGNING. OPTION 1 OPTION 2 AN 18" X 6" FIBER FORMING TUBE MAY BE USED FOR THE LOWER HALF OF THE FOUNDATION WHEN A - DISTANCE MEASURED FROM THE PUSH BUTTON CONDITIONS DO NOT ALLOW FOR THE 18" X 6" HOLE TO STAND OPEN. TO THE FRONT OF LANDING/TOP OF RAMP PUSH BUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME) WITH THE SIDEWALK. OTHE PROVIDE A 1:2 (V:H) SLOPE GRADE WHERE THE 6" MIN SIDEWALK DEPTH TRANSITIONS TO THE 12" MIN B - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON FOUNDATION DEPTH. MAINTAIN THE COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE TO THE BACK OF LANDING/EDGE OF WALK SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING. PROVIDE 1:2 (V:H) SLOPE GRADING 360 CONCRETE T CONCRETE DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE FOUNDATION IS NOT WALK T WALK C - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK. 12" OUTSIDE EDGE OF DOMES IN THE DIRECTION OF TRAVEL 9' O ENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM 9" FROM THE CENTER LANDING 911 LANDING D - CLEAR DISTANCE FROM THE PUSH BUTTON TO THE BACK OF OF THE PUSH BUTTON FOUNDATION. A 9" LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL OINSTALLTHE MANUFACTURER PROVIDED CABLE TETHER ASSEMBLY IN ACCORDANCE WITH THE 1I2" MANUFACTURER'S INSTALLATION INSTRUCTIONS. NON-WALKABLE NON-WALKABLE SURFACE SURFACE THEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR EFFORT WAS PREPARED BY ORUUEBfER151BY ORUSPERAND TRATI ADULYIICENSEDTHATI ADULYLICENSED 1GNED NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET PR FEPR FE IT! STESDTAT! ST ESDTA. i«� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY T V' C1 F pgpylry G V I Phone: (320)231-men t ont�cella cxEpgEp DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT /I e7.4o SIGNAL PLANS 7 Email:W .bolton-men-menk.com �e M E N K ZAC A ru iOn/ 9,2023 Ery PgoL No. www.bolton-menk.mm APS PUSH BUTTON LOCATION DETAIL WIRE COLOR CODE KEY CONDUCTOR COLOR CODE Red O FROM TO DEVICE Blue WH White BLK Black SIGNAL CABINET TO DEVICE CL SIGNAL 1/C 6 EGC AS SHOWN R RED/RLA Red with Black Stripe SERVICE ON PLAN O YEL/YLA 4 AND 5 R WH/R 6/C 14 WH GRN/GLA SECTION SOP 3-1/C2 WH SIGNAL CABLE BLK R NEU SIGNAL BLK SERVICE CC YLA/FYA HEADS FO FIBER OPTIC BLK GLA SPARE WIRE TO POLE NUMB. SPARE1 BLK ELYZ • ENFORC. LIGHT POLE & DIRECTION ENFORCEMENT LIGHT PTZ1 SIGNAL 3-1/C6 1 WH SIGNAL IC INTERCONNECT CABLE INTERCONNECT SERVICE I G CABINET R X = SIGNAL SYSTEM PHASE NUMBER; REFER TO THE PLAN Y = SIGNAL SYSTEM ASSIGNED COMPONENT NUMBER; REFER TO THE PLAN Z , = DIRECTION FURNISH AND INSTALL LABELS ON CABLES WITH ABBREVIATIONS SHOWN ON THIS TABLE AND IN ACCORDANCE WITH THE WIRING DIAGRAM. SIGNAL (6SM) SIGNAL 4/C 14 BLK R RED/DWK YEL/WLK 35ECTION HEAD CABINET CABLE' CABINET BLK CABLE WH GRN/SPR FED HEADS NEU SIGNAL CABINET TO DEVICE R RED 6PR 19 AS SHOWN 4/C 14 BLK R YEL ON PLAN BLK CABLE WH GRIN SEC L COAXIA5 ASS OWN NEU (CLUSTER CABLE ON PLAN R FYA HEADS R 4/C 14 BLK R YLA ONLY) 4/C 18 BLK AS SHOWN CABLE WH GLA CABLE H ON PLAN NEU 2/C 14 BLK AS SHOW N BLK EVP LIGHT/AWF WH OR CUR CABLE ON PLAN 3/C 14 G LUMINAIRE CABLE I WH VIDEO CAMERA R OR O ENFORCEMENT LIGHT 3/C 20 1 WH OR YEL AS SHOWN CABLE I BLK OR BL ON PLAN CATS AS SHOWN ON PLAN NOTES: ARRANGE AND TERMINATE CONDUCTORS AND CABLES AS SHOWN WITHOUT SPLICE. NUMBER ONLY MEANS AWG CONDUCTOR SIZE (e.g. 14=14AWG) 1/C MEANS AN INDIVIDUAL CONDUCTOR NOT PART OF A CABLE ASSEMBLY WIRE COLOR CODE KEY R Red O Orange BL Blue WH White BLK Black BRN Brown CL Clear G Green R/BLK Red with Black Stripe O/BLK Orange with Black Stripe BL/BLK Blue with Black Stripe WH/BLK White with Black Stripe WH/R White with Red Stripe BLK/WH Black with White Stripe BLK/R Black with Red Stripe CONDUCTOR AND CABLE SPECIFICATION CHART NUMBER OF CONDUCTORS & AWG SIZE TYPE Specification Number 1/C 2 INDIVIDUAL SERVICE CONDUCTORS 3815.26.1 1/C 6 FEEDER AND BRANCH CONDUCTORS 3815.26.1 1/C 6 INS.GR. Grounding Conductors 3815.28.5 2/C 14 Loop Detector Lead -In Cable 3815.2C.4 3/C 14 Signal Control Cable 3815.2C.3 4/C 14 Signal Control Cable 3815.2C.3 6/C 14 Signal Control Cable 3815.2C.3 12/C 14 Signal Control Cable 3815.2C.3 6PR 19 Telephone Cables Outdoor 3815.2C.6.b 3/C 20 EVP Detector Cable 3815.2C.5 I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfqRE-fTIR'0IANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY ❑ F MNN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT /I I �e M E N K phone: r@bolt31-men N�ontlC�lla cxecPED 07,41 zqC A f Email:W .Ijolton-men-menk.com SIGNAL PLANS - .11 NO c 7 rub iOn/ 9,2023 � www.bolton-menk.com EMPRD NO,COLOR CODE CHART DETAIL CABLE LABELING ABBREVIATIONS ABBREVIATION LABEL REFERENCE DSISCRIPTION & EXAMPLE COMPONENT X -Y INDICATION NUMBER 2-1 SIGNAL HEAD X -Y LOOP NUMBER D2-1 DETECTOR X -Y PUSH BUTTON NUMBER PB2-1 PUSH BUTTON X -Y PED INDICATION NUMBER P2-1 PED INDICATION X -Y LUMINAIRE NUMBER L1 LUMINAIRE X -Y EVP PHASE NUMBER EVP 2+5 EVP DETECTOR X -Y EVP LIGHT PHASE NUMBER EVPL 2+5 EVP CON. LIGHT X -Y VIDEO DETECTION PHASE V24 VIDEO DETECTION X -Y RADAR DETECTION PHASE RD2-1 RADAR DETECTION SS SIGNAL SERVICE SERVICE WIRE CC CABINET COMMS COMMS CABLE FO FIBER OPTIC FIBER CABLE SPARE Y SPARE WIRE TO POLE NUMB. SPARE1 SPARE WIRE ELYZ • ENFORC. LIGHT POLE & DIRECTION ENFORCEMENT LIGHT PTZ1 PTZ CAMERA POLE NUMBER PTZ1 PTZ CAMERA IC INTERCONNECT CABLE INTERCONNECT EGC EQUIPMENT GROUNDING CONDUCTOR GROUND X = SIGNAL SYSTEM PHASE NUMBER; REFER TO THE PLAN Y = SIGNAL SYSTEM ASSIGNED COMPONENT NUMBER; REFER TO THE PLAN Z , = DIRECTION FURNISH AND INSTALL LABELS ON CABLES WITH ABBREVIATIONS SHOWN ON THIS TABLE AND IN ACCORDANCE WITH THE WIRING DIAGRAM. I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfqRE-fTIR'0IANO THATI ADULYLICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STESOTA. CITY ❑ F MNN i«�°WILLMAR, MINNESOTA 56201G I V I � DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT /I I �e M E N K phone: r@bolt31-men N�ontlC�lla cxecPED 07,41 zqC A f Email:W .Ijolton-men-menk.com SIGNAL PLANS - .11 NO c 7 rub iOn/ 9,2023 � www.bolton-menk.com EMPRD NO,COLOR CODE CHART DETAIL 3" CONDUITS. PLACE TOWARD THE BACK OF THE CABINET. NOT SHOWN ON FRONT VIEW DETAIL. 14 E 3' SIGNAL CABINET REAR DOOR (TYP) 350 ATC I II 1�::__ CABINET3" CONDUIT STUB OUT CAP BOTH ENDS 8„11.5'1" PVC DRAIN PIPE WITH_— TERMINATION VENTS_1%"CONDUIT STUB 2..� OUT,CAPPED (PHONE LINE/FIBER) SIGNAL CABINET\ \ FRONT DOOR (TYP) 3- 2" CONDUIT STUB OUT CAP BOTH ENDS 2" CONDUITAND SIGNAL SERVICE CONDUCTORS TO SOP SIGNAL SERVICE REAR DOOR CABINET (TYPE SSB) 1" PVC CONDUIT 6j2" 6 AWG GREEN INSULATED y (48V DC) gx STRANDED GROUNDING CONDUCTOR GR- - 0 —------------ = 0 _2" COMMS GR.RD. FRONT DOOR y 2" CONDUIT STUB OUT CAP BOTH ENDS 2" CONDUIT AND LUMINAIRE CABLES TO HANDHOLE. SEE INTERSECTION LAYOUT. NOTES: PLAN VIEW 02 SEE INTERSECTION LAYOUT FOR CABLE INFORMATION. FOR THE EQUIPMENT PAD, USE CONCRETE MIX 3G52 WITH APPROVED MACRO NON-METALLIC FIBERS FOR REINFORCEMENT. THESE ARE LISTED ON MnDOT'S APL UNDER CONCRETE "NONMETALLIC FIBERS (BRIDGE APPLICATIONS)." ADD FIBERS TO THE CONCRETE MIX IN ACCORDANCE WITH THE NON-METALLIC FIBERS MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS. FOR CONCRETE WALK, USE CONCRETE MIX 3G52. 3G52 CONCRETE MIX WITH NON-METALLIC FIBERS MAY BE USED FOR THE CONCRETE WALK AND POLE FOUNDATIONS. DO NOT USE NON-METALLIC FIBERS AS A SUBSTITUTE FOR THE REQUIRED REINFORCEMENT IN ACCORDANCE WITH THE POLE FOUNDATION STANDARD PLATES. IF THE SITE CONDITIONS REQUIRE THE PAD TO BE PLACED ON A SLOPE, INCREASE THE THICKNESS OF THE PAD BY 6". SHAPE THE TERRAIN AROUND THE PAD FOR PROPER DRAINAGE. 3" MINIMUM CLEAR REQUIRED BETWEEN THE TOP AND BOTTOM SURFACES OF THE PAD AND THE OUTSIDE OF THE CONDUIT. ENSURE THE CONDUITS FULLY ENCASED IN CONCRETE FROM ONE CABINET TO THE OTHER ARE PLACED AT THE CORRECT DEPTH AND LOCATION TO AVOID INTERFERENCE WITH THE INSTALLATION OF THE ANCHOR RODS. Ql PLACE A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE GROUNDING ELECTRODE SYSTEM DETAIL ON STANDARD PLATE 8106 SHEET 3 EXCEPT FURNISH AND INSTALL 10' GROUND ROD ELECTRODES, 6 AWG GREEN INSULATED COPPER CONDUCTOR, AND EXOTHERMIC WELDED CONNECTIONS. IF A MnDOT TRAFFIC SIGNAL SYSTEM HAND HOLE IS LOCATED AT LEAST V APART AND NO MORE THAN 10' APART FROM THE GROUND ROD LOCATED IN THE EQUIPMENT PAD, THE SUPPLEMENTAL GROUND ROD MAY BE PLACED IN THAT HANDHOLE. USE A 12' GROUND ROD IN THE HAND HOLE INSTEAD OF A 10' GROUND ROD AND PULL A GREEN INSULATED 6 AWG CONDUCTOR IN THE CONDUIT GOING TO THAT HAND HOLE. IF THE REQUIRED TRAFFIC SIGNAL POLE HANDHOLE GROUND ROD IS LOCATED WITHIN THE SPECIFIED DISTANCE MENTIONED, BOND THE GREEN INSULATED 6 AWG CONDUCTOR TO THAT GROUND ROD. Q2 CONDUIT SIZE, QUANTITY, AND DIRECTION MAY VARY. FURNISH AND INSTALL CONDUITS AS SPECIFIED ON THE INTERSECTION LAYOUT PLAN SHEET. ENSURE CONDUITS ARE NOT PLACED DIRECTLY UNDER ANCHOR ROD LOCATIONS. Q3 USE TEMPLATES WITH THE DIMENSIONS SHOWN INCLUDING OPENINGS, DIVIDERS, AND ANCHOR ROD HOLES AS A GUIDE TO ENSURE PROPER PLACEMENT OF THE CABINETS, CONDUITS, AND ANCHOR RODS. 350 BASE OPENINGS FOR TEMPLATE ARE SMALLER THAN THE ACTUAL BASE OPENINGS. ® SET ANCHOR RODS IN THE CONCRETE PAD WITH A 2" TO 2Y.." PROJECTION ABOVE THE PAD. FURNISH AND INSTALL ANCHOR RODS SHOWN ON THE ANCHOR ROD DETAIL IF WET -CASTING ANCHORS IN CONCRETE. FURNISH AND INSTALL ANCHOR RODS SHOWN ON THE ANCHOR ROD DETAIL IF USING AN ADHESIVE ANCHORING SYSTEM. WHEN USING THE ADHESIVE, FULLY INSERT THE W 0 X 8" LONG ANCHOR RODS INTO 6" DEEP DRILLED HOLES IN THE PAD AT THE LOCATIONS SHOWN ON THE ANCHOR ROD LOCATION DETAIL. DRILL THE HOLES TO THE DIAMETER SIZE SHOWN IN THE ADHESIVE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS FOR WO RODS. FOLLOW THE ADHESIVE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS INCLUDING CURE TIME AND GEL TIME BASED ON CONCRETE TEMPERATURE. USE AN APPROVED ADHESIVE ANCHORING SYSTEM LISTED ON MnDOT'S APL UNDER SIGNALS/PEDESTRIAN PUSHBUTTONS AND MOUNTING HARDWARE. Q FURNISH AND INSTALL A DRAIN IN THE PAD USING 1" SCHEDULE 40 PVC PIPE. PLACE PVC TERMINATION VENT SCREEN DESIGNED FOR PVC PIPE AT EACH END OF THE PIPE. PROVIDE PVC TERMINATION VENTS WITH A STAINLESS STEEL SCREEN. ENSURE THE TERMINATION VENT SCREEN AND PIPE ARE FLUSH WITH THE TOP AND SIDE OF THE PAD AND PROTECT FROM CONCRETE INTRUSION BEFORE CONCRETE PLACEMENT OPERATIONS. 14W 18'%" 14W 108" — o ----------- I I o I 1 I o --------- I 1 I o— I I 14" CABINET DIVIDER GALVANIZED NUT ---- 0 10" 40%" 15%" 32%" 9%" CONCRETE PAD ANCHOR ROD LOCATIONS 2"-3" CONDUIT PROJECTION (TYP) \ 8" 9' 1" PVC PIPE WITH TERMINATION VENTS 5Q ® 4" THREAD LENGTH 14" CABINET DIVIDER GALVANIZED NUT ---- 0 AND 2" O.D. WASHER W DIAMETER 8" FULL 20" LENGTH GALVANIZED 14" 2..f%" 350 ATC11.5" SSB CABINET CABINET 8" WET CAST ANCHOR ROD DETAIL SPEC. 3385 TYPE A OR TYPE B 11 III I )J III III I II II 111 I I II IGROUND LINE -+/ i it II �`-----I III 111 1 J II I II ISI I CONCRETE I II ��—_—_=--_I�ul_1 4�/J 11111 �`—PAD — J H1J Irt_i 12" MAXIMUM 11 II I I 1 1 1 1 1 1 _IL-_ Z�_ 6"COMPACTED LAYER OF GRANULAR SUBBASE IN ACCORDANCE WITH SPEC. 3149 h" DIAMETER X 10' LONG GROUND ROD FRONT VIEW20 3U" 27" 25" 18" 16" 3" CHAMFERED END GALVANIZED NUT AND 2" O.D. WASHER 8" %" DIAMETER ADHESIVE ANCHORING SYSTEM ROD DETAIL SPEC. 3385 TYPE A OR TYPE B 0 o On On \ io m m SSB CABINET BASE TEMPLATE 03 26" 22W 3W 0" 1"X2" SLOT (TYP) 26" 22" 4" 0" 350 ATC CABINET BASE TEMPLATE 3' 4' 3' (3. X 9') (3. X 9') 9.. 9.. SSB CABINET STEP4Y.." MINIMUM PREFORMED 5" MAXIMUM JOINT FILLER PREFORMED GROUND LINE JOINT FILLER 4" CONCRETE WALK 12" CONCRETE PAD 4" CONCRETE WALK 6"COMPACTED LAYER OF GRANULAR SIDE VIEW SUBBASE IN ACCORDANCE WITH SPEC. 3149 0 I HEREBY CERTIFY THATTHIS PLAN,SPECIFICATION, OR WORT WAS PREPARED .vnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfq­f�fflANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STEso., CITY dF AWN i«�°WILLMAR, MINNESOTA 56201G I V I DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe.rn M E N K Phone: (320)231-3956 N�antlC�lla CHECKED e7.42 uA11 NC" A 1J92is� I U" �lbt/19/zoz3 � Email: .Ijolton-men-menk.com ENTPRD NO, SIGNAL PLANS www.bolton-menk.com CABINET DETAIL --- — 1"x2" SLOT (TYP) I I CABINET DIVIDER — ---- 0 0 o On On \ io m m SSB CABINET BASE TEMPLATE 03 26" 22W 3W 0" 1"X2" SLOT (TYP) 26" 22" 4" 0" 350 ATC CABINET BASE TEMPLATE 3' 4' 3' (3. X 9') (3. X 9') 9.. 9.. SSB CABINET STEP4Y.." MINIMUM PREFORMED 5" MAXIMUM JOINT FILLER PREFORMED GROUND LINE JOINT FILLER 4" CONCRETE WALK 12" CONCRETE PAD 4" CONCRETE WALK 6"COMPACTED LAYER OF GRANULAR SIDE VIEW SUBBASE IN ACCORDANCE WITH SPEC. 3149 0 I HEREBY CERTIFY THATTHIS PLAN,SPECIFICATION, OR WORT WAS PREPARED .vnev MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY ORUUERfq­f�fflANO THATI ADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET PR FE ! STEso., CITY dF AWN i«�°WILLMAR, MINNESOTA 56201G I V I DR DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT pgs�ISe.rn M E N K Phone: (320)231-3956 N�antlC�lla CHECKED e7.42 uA11 NC" A 1J92is� I U" �lbt/19/zoz3 � Email: .Ijolton-men-menk.com ENTPRD NO, SIGNAL PLANS www.bolton-menk.com CABINET DETAIL NUMBER.. PHASE _ L - - 3 G 8- �' 2 & 5 ;#� 'iT ln1T`� HH 30 �-_ SALVA wig SALVAGE' - e-1. 8•2 h_ =-► O1 TYPE PA90-A-40-D30-9 (DAVIT AT 350 DEG) -ANGLE MOUNT SIGNAL OVERHEAD AT 18' AREM _ _-:- - COM CABLE-= - i B"Aulaw AREMOVE = 4 4ft*4 ?" - a 2 -3/C014 -?/[IIIA( -' - - CONDUIT ------ COAX)AL. CABLE 00 PQL,)r, FOUND 01L NDTAiws -ft a 1 -ANGLE MOUNT SIGNAL AT 90 DEG RENO -- i C �l1iI 1111OL - P 3 Lw "' 1 -ANGLE MOUNT C.D. PED IND AT 90 DEG -- ' - * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY Jai �i1- -W19,wm wm; &1� LIGHT PHASES 3 & 8 E�.S�CET � _ LED LUMINAIRE ) REMOVE � 1 e G ,: __�„ -.: 1 -VIDEO CAMERA MOUNTED ON6 EXTENSION ; I ¢ C M x x ' or T1i P ifOR THE T�w�� .- 2 -SIGN D-1 & D-3 '- '- Ott U �t Q�� 4 F , P8 , . - sr '$r_1._ ;I''' , 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 3-1 _ ;�' L1C�{-'SPMAi ti ASALVAGE I CONTRACTOR TO SALVAGE RADIO FROM PERMANENT SIGNAL, INSTALL ON TEMPORARY SIGNAL, AND RE -INSTALL ON PERMANENT SIGNAL AFTER TEMPORARY SIGNAL IS NO LONGER NEEDED SALVAGE SIGNAL AND CONTROLLER COMPONENTS TO MNDOT. I Y( I 1 4 VID OFT NUMBER.. PHASE _ L - - 3 G 8- �' 2 & 5 ;#� 'iT ln1T`� HH 30 �-_ _ . POWE wig SALVAGE' - INCtualm X.Mm-W 11*W, i • 3 f2/CN f. AREMOVE _ �' � y� z � PA 90 POLE FOUNDATION � � � � d. S. PAVEMENT MkR 4Nje L _ .' -11 ` 1 -ANGLE MOUNT AT 180 -'� r y, 1/2111 I Sg1E' 1 i;;.. �I 760905 _i M 6, CONSTRUCTION(F �,. p�,E8I3 qAM �.__? DEG 2.•4lt ttL;.�. ;.-; � Ft PLAN AND AR IE NQ' (a+4� � 5i1'�fXJi 1 -APS PUSH BUTTON AND SIG 1-3/C2141tww I N:. J - 2'-5)G1V 'D 4 & 6,61 T TH15.� PECIFIE3c� ''IL,I� (RTARROW PB6-1) 2'2/0#14 `, l 'di -I-S)GN.R10 X12 MDUN¢;t, .__-, �f S - 3 3" CONDUIT TO HH 2: 4.1 3/[214 HEAD 5-Y rH.EifAGLOCAr10N5 WiLL;�E"DETER[_ 1IEl�+„1 +�t:t'3/CiQO I S( i3 CONDUIT TA;,iPtk5 NI�ITON STATIOIP UNDER' TRE ROADWAY$ MAY REQUIRE BOR�js 4 ' jj-4/Cul y. I 3.12/CU1a PEDESTRIaN PUSN;BIl'F'fiH7B.AlL- NEW`CONOUIiSHALL BE PVC - `CtlC;pl`�E';BD? � WK11 $-g," �- /C#14 ,-1IC26 k iUN LLT ARROW P88'1;" -kl2'4/Czt74.. DU1T 1NT0 HH 6s 2-12/C #14Ilr3/C #14 (LUN) )-3/_ul 1-3/Cz1d (LISA'ExJSTiNG. POLE 1-2lC?tl4 A,REMOVE 80 AND SHALL CARRY I/C2(: GREEN 1N TEp'.GROLN01141 ► £Rl1111-3/C#14 1-CAylDII _AS SHOWN 1N THE FLAN, X400 CAMERA EXTENSION ' PED PUSH BUTTON STATIDN • 1 3i'Cat20 1-V10EO CAMERA _ 'cTRI P H BUTTONT9. ITEMS DENOTED. WITH AN. *. ARI;,:16a'. i'N PA,Y)4M fog z i -3/C#202H"..1-4/Carla LUMINAIRE: EXTENSION. 0.2) EVP SYSTEM; PAY ITEM_ .. -., �rCJf AY�ICA� 1 APS PEDESTRIAN US. __ ,1-4 C#18 (' -. t '., ��'-1 �.. - 1-t/c" INS. C.Tii 0 / REM9yyE______- _-,__,FSI: POWER SUPPLY' AND SIGN IRT ARPOW P6. 10. CONTRACTOR'S SHALL. SALVAGE AND tN$TAtL ERp1A; TEMPORART� Y1NAL._CAB(NE'd 1-1/C #S INS GR AREMOVE __ i - 1" CONGU T RE INTO: HH 6t; �� J I_-1,. CdMERAi WIRELESS,INTERCQw_ CT_ 4�. r - o j �; �.K- - --- �, 3(0214' (CAMERA REMOVE .». 1-210214 ALL HARDWARE THE CONOUI' 6 IL CONTRA[ OR SHANOCOIL.EXISTING!ORPR 19INO HANDHOLEI,41:. 4-12/Cttl-4, ^"... w _ _ - • j_, COND2a..(COM GAB' 12.CONTRACTOR SHALL INSTALL LOCATOR BALLS. K EACH HAND" �; AREMOVE 3-4/Cu14 �2" CON0U1; 1 3/C#14 tLUM} 1 -COAXIAL CABLE ^1. 51 --A,. U Al. l`Dltl i1ND' BA$E x• 3-Lcai4 B u —N _.. - — dlcoNoutr srue ou 4t It .E kUNB ( - AREMOVE _-' �� 1 '- _ 15EEDETAIU _ TYPE B _ 16 .- a l 3/C2?U HN 2, Mc II 14 q;�1 EOUIPMLNT FAV IMPLACEJ 1-C.O. PED .IND. - �1-4/0218 - �� I, fI°- - -..__ ` T`1t16i BRAIDED GRJUryD!' SERVICE CA@..,- - ASALVAGE 1 -APS PUSH BUT - _ _, .. C GE D111 P,88-2>= 1-i/CU1 ](CAMERA: 114 (CAMERA i.. 2 A' ` �� J2 1NS.mR (FROAT,' )�i �, . CONTR LLER CAB( 2-4" CONDU3 :O. HN Yt. 2-41" :CONDUIT' td �4W13tJ1 'iT ln1T`� HH 30 �-_ _ . POWE wig SALVAGE' - e-1. 8•2 h_ =-► HT MDUNT. SiGNAL OVERHEAD, r 2-3/C#Ifr 4REMOVE.. 22.41 34' 6 IZI�IJha AREM _ _-:- - COM CABLE-= - i B"Aulaw AREMOVE = 4 4ft*4 ?" - a 2 -3/C014 -?/[IIIA( -' - - CONDUIT ------ COAX)AL. CABLE 11 ,,. =- =- 2" CQ�' if , � k AHvwr dBIl 1;, SERVICET _ -.-. AI00 POLE:FOUNOAIION: ETP 9 (DAY1T'-#4T'.35D DEG *2 3/Cu20 3ju 3/C#1`41 r` A �/ (BROAI_)WA r _�R, M��y"p � 11 Z i tl! PA100-A.45-D30 J #70UNT SJGNAL OVLRl�A1 1►T' 0' 4 7/Csil4 �=3/Cu21 2r4/C#18 x -4/C R - �J�i NIJJH)._ _ N PUSHBUTTON STATION -_._ - -- 1GMT,, MOUNT SIGNAL QVMAIY AT IY& 24;" d A 180 BEG AND T SIGNALS 410I -.T.S IN 7C 1 it6 S 4iR. r �r 1 26' E� 1 -APS PEDESTRIAN PUSH BUTTON i � _ r� � ..� -= = l2`.� �' _.._ 'J� .ND G 1 C.. D. PED 3N@ �AI'1' 90 AND 1 Be DEir 1 iSPRtUZA ICDMI CAB(,E.J F COA%1 3 C(N11ili�, CONTRACTOR SHALL SALVAGE _ _ _ I2; LTL _ - T I - - - _ -- -- Y ATi�IEQNl5NR ATDIRI -- _ -' -'_ - 18 CtOiN _ _ A IE ill - AND USE EXISTING POLE 2 IF WAITING ON NEW POLE 2 - -- -_ _-._, W U - - l S/8 _ -- --- -- AREMOVE 4; D'CAMERA (MOUNT£. N6'EXTENS _ ; - 2 6 FOR- T14 = l 111i _ ^... "'- 6 (_1 DELIVERY - - - 6 3 .E ;711 350 DELI` - 2-:-3/C2tQ;,` L) - - as l{R, i SAT( 7S J,CN kl&)(12-MOUNTED ADJACENT TO NEAt7 T-] oNDu1 i TO 1S H T, -_. _ _ x-J�_ - h f e-1. 8•2 h_ =-► HT MDUNT. SiGNAL OVERHEAD, r 2-3/C#Ifr 4REMOVE.. 22.41 34' Att. SIGNAL INDICATIONS SHAD , a" SIGNAL HEADS; SHALL BE BLAM RbLYCARBONATkXI1Y1TH BACKGROUND-3fli 'A _ OA l) W' - B"Aulaw AREMOVE = -- `GIT IPHASES 1'& Til.` _ 1 30 MI err --i 2" CQ�' if , � k AHvwr dBIl 1;, SERVICET _ 6.12/0 -.; e, 2" CONdUi'1;� ,b - _ 2-3/Cti1411t i -_ - 3-1/0 22 4-2/Cttl4 SERVICE CAQjWr 79 ON Is:' *2-3/C#14 2. CONDUIT' '� 4i2 -3/C=20 AREMOVE i /i p 4-1 � 2-3/Cala ILLM� SERVICE CMW- TQ H CON A tGNTROLI HA�SiI 11�D1LAT7b>f� A�fO PUSH BU'���5 ,PDt;1 N r GSAf{ 751 N (6.SAH 75 I n_ � �1 N P54 (alt ti N (92Y PEDESTRIAN PUSH BUTT $EIA_ LOCATED AS $HOWI0 - '24/Ctt:B T- 4" CONDOM 10d POLE- FAM A'IIEIJtI Tal/Cr14 1N3p? 6 12/Ctt S PAIOO'. A. �9 IDAV1' 4-4/C#t41 _ ^... "'- 6 (_1 6 3 .E ;711 350 DELI` - 2-:-3/C2tQ;,` - - rP " 4" CONDUIT 4 1,4''-2( 4-3 ' MOUNT SIGNAL 'OVERHEADAT 01' 3-2/Ertl- _ x-J�_ - h f e-1. 8•2 h_ =-► HT MDUNT. SiGNAL OVERHEAD, r 2-3/C#Ifr 4REMOVE.. 22.41 34' Att. SIGNAL INDICATIONS SHAD , a" SIGNAL HEADS; SHALL BE BLAM RbLYCARBONATkXI1Y1TH BACKGROUND-3fli 'A _ 4( 2-3/Ctt20 ' 'I INT SiGNALS AT 90 AND 180 DEG 4-.4/Cttl8 T PEO AND !80, DEGI - C. D IND AT 90 y,1/Cu6 INS GR QNE" WAYtVP DETECTOR AND' CONFIRMATORY -- `GIT IPHASES 1'& Til.` a LUMINAIRER AREMOVE C - DEO CAMERA (MOUNTED ON'..W EXTENS ON1 ;SIGN D-4 k 075 AREMOVE ISJGN RIO -X12 MOUNTED, ADJACENT TO HEAD_ 1-2' PED PUSHBUTTON STATION '.•ONDUITTO HHBf --7210#1,4' 1 -APS PEDESTRIAN PUSH BUTTON i AND SIGN (RT ARROW, P86r2( 2-4'102(4 1" CONDUIT INTO, 1310214 414.UI I -2/C214 x1-3/0214 x I- 3/C 2201 PED PUSH BUTTON<, 1-4/CulB I APS PEDESTRIAN P1151i bUTTdM Li. Ay FIlU26 IN:GR1 AND SIGN (LT ARROW'Ps4.11 a, , Y• CONDUIT' INTO HN, 8: AREMOVE 1*,2/C#14; D NAL SYSTEM OPERATION EMOVE IRE MAL SYSTEM FLASH MODE IS ALL RED., kn AT 10N 1$�- M R. ,44� 5 { I fLA5H1S$�- � I« ! '1 ilN VEH'l`i i�Al4 :i..x I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED PR 'UNDECT T' I51 dAND ITT A SOTAD UpER R ZACR. A pf�50f s y'uDQ QI On/ 9,2023 11 1? G II1Lj� YLA- FYA GLA YRA GRA -� - - rP " 4" CONDUIT 4 1,4''-2( 4-3 3 12/Cala, ADISCONNLV� AND PULL 2 4/Cala WIRE BACVROM 3/C214 YLUi/7t CABINET 2 2/C214 AND COIL IN HH 7 x T -3/C#14. x1-310220: 1-4/0238 -1/0#81 INS', GRi _I 40 rr. 11 SE # A A ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE SaIGNAL FACE MART' ^� 1? G II1Lj� YLA- FYA GLA YRA GRA -� I,— 3�- 4 1,4''-2( 4-3 x-J�_ - h f e-1. 8•2 h_ =-► B-3 Att. SIGNAL INDICATIONS SHAD , a" SIGNAL HEADS; SHALL BE BLAM RbLYCARBONATkXI1Y1TH BACKGROUND-3fli 'A _ --,,; Tr4L Highway 25 at CSAH 75, TI�7r 0 E Wxu__ 1111 w 't INTrRSCTIQ l b f-nWection Improvements TRAFFIC, qty of Monticello, Minnesota=� 222$0 2040 H IG=EAST 01 NCITU❑F �,A_E WLLM,OTA30LTON maPhone: '120)t31-3956 o tce Jil: r@bolton-menk.com& MENK No. www.bolton-menkxom J ?9,I. L T1&,Q.?A SHEET'. 68 T= SYSTEM -A"T425 & [SAH' 75 OF ROC SIGNAL SYSTEM 82 i 25). S.P. 222-010-003, SHEETS N.10c D nna_azc._rtso MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS BROADWAY STREET W (CSAH 7S) REMOVALS a T SHEET C7.43 N NES -REW CO fvTOVEJ AREMOVE 1�z .`�"1 23; o mom,EAS x N REMOVE - LLED EIAQA� f1�A, im tfIAS�NE i T uAlum - LIVW - - - s t i1°t a r . }' 2 AC'S '• T , %._. 1831 � 1 ' PRI - . PA S _ - SPR RED I - as �H I REMOVE - 2-1FVA ' , ( b ....: .132 SB SPR ri oNEU .-= P8 "P, 8-I -- SPR h� NPR Fra SPR: ► -- 4 IO SPR RED — NELf t I Neu; � 6 ---I 13Lp GRA1-wa"A 3 8 8 EVP-GRA° YLA, - ( NEt} GEL' - I EVP LIGHT Y DETEC70R J--- DWK S YA=PR t_- - ) W4KNEU Fi SP2 �, I I 7 IG'RlIi Iw 11 - t :. _ REO - a.felt1, _I 1 _ Y ]4 .. -_- GRN I i• ILM*. a7 * 3t N U Ho- - wo I. k is r T Y ° -. AREM VE - T`r _ _ r mum I-* a AREMOVE AREM VE - _- azg 31 9 ltE51 p AREMOVE AREMOVErDE�ECIOR 'ii J V�� _ SERVi'fvR��, '` (, I__ . CAMERA - s If I s - Y IA it*Pri 1 —-COAXIAL CAB_tti. _> a ` t { -' - MERA CDMCABLE$ SPRVIDEO: 1, AREMOVE LEOtQ* NEU = S 6 1 DET HHl5:. �K_ u I �----- P138-2 - PB8:E1 T� S�AZF7 ! `� 16 77 R LED LUMINAIRE, I AREMOVE IMS: CFS LEG LUMINAIRE; I a M N IIfI CA„£{iA NEU 1 HH IE SESIGNAL RVICE -115i. _. __... - -.. -- -- 2. _'-S/G�6 ;SER"ICO PI V $ ♦ALL SIGNAL COMPONENTS ARE R �►' , Yt� NOTED WITH A BOX AND ISE SOP' j POW --- _- _ m- TRIANGLE S13 _.. _ .Ire T. gY •m. e•wTK, /Er-arLSLea- _ _--. __ _ _- `n msmrY w.TsaTu nwaa .aic¢ ... mTrx~a�im' jCELLO, 1� r"k �_- - -. - - -- ---- -. !�9an-Derv. Dal. t .•a o +e Ln a ,r�� � I CITY Your . �$YSTEM "A TH 25! 4fVTrunk'Highway 25�CSAH 75c���'��"� ��n Intersection Improirrients _ROL SIGNAL S. snLlama -..". Oc{m pIN1AS1 City (A,__Monticello',Ms.?�:6`a�z-52'z(b`JH 25)s._S=..Po. Ezs2-2s-7G�1 -opsnnesota zzo. _ — - o IHER"YCERTIFYTHATTHISPIAN,SPECIFICATION, OR REPORT WAS PREPARED Icx[D MONTICELLO, MINNESOTA SP 8605-59 (TH 25) B ORUNDER Y RECTIPER ISI dANO THATI ADULYLICENSED 2040 HIGHWAY I2 EAST SHEET " PR FE 1 1 L E1�� �R TI �q J�ITA�EsoTA. CITY d F Awx I V L �7�i I V I O LTO N wILLMAR, MINNESOTA 56201 a Phone: (320)231-3956 fn �j 7( �� /j DR DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT W znc A /'� �e M E N K Email: Willmar@bolton-menk.com011�14L. NECKED SIGNAL PLANS 07.44 rub 11.6n9/2023 www.bolton-menk.mm CLIENT PRDI. No. BROADWAY STREET W CSAH 75 REMOVALS WIRING DIAGRAM AREMOVE CABINET CONTROLLER ® 4 LED LUMINAIRE T-1 4-3 LED LUMINAIRE 6-3 1 1 6 T Q 5 F LUM LU AREMOVE 3 0 39 P86-2 29 RLA YLA GLA RLA 7-1 NEU RLA SPR GLA FYA 39 1-1 SNEUPR FYA 30 SPR NEU 80 2 4-1 SPR RED YEL NEU 4-3 GRN RED NEU 6-3 YEL GRN RLA NEU YLA 0 31 32 a 0 40 4 GLA RLA 1-3 NEU ' SPR YLA GLA FYA 40 —�- 1-2 NEU SPR SPR NEU FYA 31 SPR NEU RED 4-2 GYEL RN P4-1 P6-2 P4-2 P2-1 r RED NEU 33 34 4 43 I YEL 6-2 lL GRN ---•-• NEU 4-2 REL ED TO SERVICE CABINET GRN BLIGHT RLA SPR EVP DETECTOR EVP LIGHT x x DETECTOR YLA GLA SPR 41 Ld x x 35 36 ro EVP 44 45 TO EVP 3-2 NEU SPR NEU Ici HUB HUB SPR SPR HH 1 FYA 32 SPR VIDEO 4 1NS.GR. VIDEO 3 INS.GR. 81 SPR SPR 29-48.81 AREMOVE 81 „-_ ... NEU RED NEU APS PED i0 37 REMOVE---To--#46 YEL DWK .ETECT- STATION DETECTOR m _ _ 6-1� GRN NEU P4-2 SPR 42 PBS-2 AREM VE 29 TO PB m a APS PED _. NEU „�, n STATION DWK 0 PB2-I P4-1 WLK33 SPR NEU rI DWK P2-1 WLK 43 SPR N 47 rD PB L ARENEU OVE DWK x HH 8 HH I1 P6-2 WLK 34 EVP LIGHT 4 & 7 44SPR EO.G Bl 5, 39-48, BI 81 47 NEU NEU 5, 6. 29-48. 81 .6. 30-48, 81 El-5 x EVP LIGHT 1 & 6 4 & 7 x 45 — 48 APS PED GR.RD. GRAD. STATION 35 EO.G EVP PB4-2 NEU DETECTOR AREMOVE AREMOVE 48 TO P8 ] & 6 36' VIDEO 3 46 ^ APS PEO EVP STATION DETECTOR DETECTOR PB4-I VIDEO 4 47 38 .—Ton 37 PB2-1 DETECTOR PB4-2 48 PB4-1 38 INS. GR. 81 Is N a s A ALL SIGNAL COMPONENTS ARE o - INPLACE UNLESS OTHERWISE SYS ID #: 40021 NOTED WITH A BOX AND TE #: 6348 TRIANGLE o �Y BB. "TE BY M REVISIONS BB on, By: ( xnm+tlnlf, AJP B"I 66 BBT RRTMIp swn n m u nBBni BB[+il Q 011E Ru. 9[BI(IU..... WSHEET LBBm W BIRn 9RANf101 NB MLI I W 6 O¢r LIDI - 70-1x--d- Avenue South, Suke sBB Trunk Highway 25 at CSAH 75 CITY T Y O F M O N T I C E L L O, MINNESOTA nN S+LR 6 YMMES014 70 p P I Orl y: RQESSLBYL ACJ 0011Em BBm M YlG 6 Mlnnewds, MN 55416 CITY O F WIRING DIAGRAM-SYSTEM "A" TH 25 a CSAR 75 of WSB �" � Monticello Intersection Improvements �-� � p TRAFFIC CONTROL SIGNAL SYSTEM 82 Chocked By: NEN Aoorovad wnN1mn LIMED � , �ISSIDULL�"�' 0=RIMMIFE + Fxp416RW City of Monticello, Minnesota S.P. 8605-52 (TH 25), S.P. 222-010-003- S P. 08 SHEETS �m y: AJP wn, 6i0vz01s L,4 M„ 26082 11FRAs+RUI-ENtnxmVNGIKANMNGICDNSMUCnox S P 222-02UU-002 -675-019 O°i THISI HEREBY ""N, SPECIFICATION,°" REPORT WAS PREPARED BY OR`UNIER Y REIII'lERI$I JAN°THATI A°°LYLICENSE° E T ,T ESOTA. FR EE ET) 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 O LTO N CITY OF ° MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET °qp`"" DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT V I V L i ` phone: (3201231-3956 Montkeffo 07.45 CHECKI° SIGNAL PLANS 'an9/2023 M E N K Email: Willmar@bolton-menk.com ZAC A ^� la ru o.No www.Bolton-menk.com III ° BROADWAY STREET W CSAH 75 REMOVALS WIRING DIAGRAM NOTES: 1. SEE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS. 2. THE EXACT LOCATION OF HANDHOLES, POLES, LOOP DETECTORS, AND PUSH BUTTON STATIONS SHALL BE VERIFIED IN THE FIELD BY TRAFFIC OFFICE PERSONNEL. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL. 4. FOR TYPE D SIGNS, SEE DETAIL SHEET. ALL SIGNS REQUIRED ARE INCLUDED IN PAYMENT FOR THE TRAFFIC CONTROL SIGNAL SYSTEM PAY ITEM. 5. PAVEMENT MARKINGS ARE INCLUDED IN PAVEMENT MARKING PLAN. 6. CONSTRUCTION OF PEDESTRIAN CURB RAMPS ARE PART OF THE CONSTRUCTION PLAN AND ARE NOT INCLUDED IN PAYMENT FOR THE SIGNAL SYSTEM. 7. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS MAY REQUIRE BORING. 8. ALL NEW CONDUIT SHALL BE PVC- SCHEDULE 80 OR HDPE SCHEDULE 80 AND SHALL CARRY 1/C#6 GREEN INSULATED GROUNDING CONDUCTOR AS SHOWN IN THE PLAN. 9. ITEMS DENOTED WITH AN * ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM. 10. CONTRACTOR SHALL SALVAGE AND INSTALL FROM TEMPORARY SIGNAL CABINET ALL HARDWARE AND COMPONENTS FOR THE WIRELESS INTERCONNECT. 11. CONTRACTOR SHALL COIL EXISTING 25PR#19 INTO HANDHOLE #2. 12. CONTRACTOR SHALL INSTALL LOCATOR BALLS IN EACH HANDHOLE. TYPE PA90-A-40-D30-9 (DAVIT AT 350 DEG) AINSTALL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT O' 1% 1 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 18' i 1 -ANGLE MOUNT SIGNALS AT 90 DEG 1-4/C#14 MNDOT 1 -ANGLE MOUNT C.D. PED IND AT 90 DEG 3-4/C#14 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT * 1-3/C#14 (PHASES 3 & 8) 1-2/C#14 * LED LUMINAIRE j 2 -SIGN D-1 & D-3 1-4/C#18 1 -SIGN R10 -X12 MOUNTED * 1-3/C#20 ADJACENT TO HEAD 3-1 % PA 90 POLE FOUNDATION 1-3/C#14 (CAMERA 1 -ANGLE MOUNT SIGNAL AT 180 DEG AF&I I IT 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION)3-12/C#14 3" CONDUIT (DIR. BORE) 2-4/C#14 AF&I 3" CONDUIT TO HH 2: AINSTALL 2-12/C#14 FROM 1-3/C#14(LUM) ,LF&I PED PUSH BUTTON STATION 1-4/C#14 MNDOT 2-2/C#14 3-4/C#14 1-3/C#14 (LUM) * 1-3/C#14 1-3/C#14 (LUM) 1-2/C#14 * 1-3/C#20 j *1-3/C#14 1-4/C#18 l; * 1-3/C#20 1-1/C#6 INS GR ' 1-4/C#18 1-3/C#14 (CAMERA jj11 1-1/C#6 INS GR POWER) 4-4/C#14 MNDOT 1 -COM CABLE ' 2" CONDUIT FO 1 COAXIAL CABLE 2 CONTRACTOR SHALL SALVAGE AND USE EXISTING POLE 2 I WAITING ON NEW POLE 2 DELIVERY CSAH 75 < (BROADWAY) 16.5' LANE (30 MP 13' LTL 11'LANE _> 11' RTL/THRU \, 9' PARKING Y 2" CONDUIT PA100 POLE FOUNDATION AF&I O TYPE PA100-A-50-D40-9 (DAVIT AT 350 DEG) 1-3/C#14(LUM) I AINSTALL 2-3" CONDUIT ,LF&I PED PUSH BUTTON STATION 4-12/C#14 1 -APS PEDESTRIAN PUSH BUTTON 3-4/C#14 AF&I AND SIGN (LT ARROW PB6-1) 1-3/C#14 (LUM) PAD 1" CONDUIT INTO HH9: 3-2/C#14 OEQUIPMENT SERVICE CABINET 1-2/C#14 OPA100 POLE FOUNDATION TYPE PA100-A-55-D30-9 (DAVIT AT 350 DEG) 1-3/C#14 CONTROLLER AND CABINET 8-3,8-4 0101 • * 1-3/C#20 2-3" CONDUIT TO HH 9: AINSTALL 2-3" CONDUIT TO HH 3: ♦ INSTALL 1-4/C#18 6-12/C#14 FROM 3-12/C#14 WIRE 1-1/C#6 INS GR 4-4/C#14 MNDOT 2-4/C#14 3-12/C#14 1-3/C#14 (CAMERA * 2-3/C#14 2-2/C#14 2-4/C#14 POWER) * 2-3/C#20 * 1-3/C#14 2-2/C#14 1 -COM CABLE 4-2/C#14 * 1-3/C#20 * 1-3/C#14 2" CONDUIT 2-4/C#18 2-4/C#18 * 1-3/C#20 1 -COAXIAL CABLE 1-1/C#6 INS GR 1-1/C#6 INS GR V-3 4 & 7 POLE 3 1-7.5PR#24(COM CABLE) PED PUSH BUTTON STATION AF&I 1 -COAXIAL CABLE AF&I FROM 2 -SIGN D-2 & D-3 3" CONDUITSTUBBEDOUT- CAPPED BOTH PA85 POLE FOUNDATION V-4 1&6 POLE 4 ENDS 3/4" CONDUIT STUBBED OUT CAPPED O TYPE PA 85-AHST-4.5/45-203 (TEE POLE) FOR TELEPHONE LINE 2 -ANGLE MOUNT SIGNALS OVERHEAD AT 0/180 DEG 2" CONDUITTO SERVICE CABINET 1 -ANGLE MOUNT C.D. PED IND AT 0 DEG 2-1/C#6 INSTALL SALVAGED SIGN PANEL ON POLE BETWEEN 1-1/C#6 INS GR HEADS 1-3/C#14 (LUM) 2-2" CONDUIT STUBBED OUT AND 1 -APS PUSH BUTTON AND *1-3/C#14 CAPPED BOTH ENDS (ONE FROM SIGN (RT ARROW P138-2) 3" CONDUIT INTO HH3: CAMERA DETECTION ZONES CONTROLLER CABINET, ONE FROM 1-12/C#14 AF&I 1-4/C#18 SERVICE CABINET) 1-4/C#14 2" CONDUIT TO SERVICE CABINET (COMMS) 1-2/C#14 SERVICE CABINET TO SOP: 1-1/C#6 INS GR 2" CONDUIT W W 3-1/C #2 AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) FROM 1 D4-1 ARROW) T7777 SERVICE CABINET TO HH 9: Z J g 2" CONDUIT J J 2-3/C#14 (LUM) -SIGN (LT MNDOT 2 -SIGN D-4 & D-5 PED PUSH BUTTON STATION SERVICE CABINETTO HH 8: _ r ' 1 -COM CABLE ' 2" CONDUIT FO 1 COAXIAL CABLE 2 CONTRACTOR SHALL SALVAGE AND USE EXISTING POLE 2 I WAITING ON NEW POLE 2 DELIVERY CSAH 75 < (BROADWAY) 16.5' LANE (30 MP 13' LTL 11'LANE _> 11' RTL/THRU \, 9' PARKING Y 2" CONDUIT PA100 POLE FOUNDATION 1-3/C#14 LUM O TYPE PA100-A-50-D40-9 (DAVIT AT 350 DEG) 1-3/C#14(LUM) I AINSTALL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT O' WIRE 3 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 11', 22', & 34A INSTALL VIDEO DETECTORS 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG WIRE 2 -ANGLE MOUNT C.D. PED IND AT 90 AND 180 DEG 3-12/C# z CONTROLLER PHASING, PEDESTRIAN INDICATORS AND PUSH BUTTONS PB8-2 Z P138-1 (131) a 6 1 (D2) F- .. a a N m ¢ d — CSAH 75 P6-1 P2-2 F� 8 7 3 4 CSAH 75 P6-2 P2-1 N a a " FO ed 16 ca rP PB4-li r 5 2 (B1) PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE 6-12/C#14 4-4/C#14 2-3/C#14 (LU M) 4-2/C#14 * 2-3/C#14 * 2-3/C#20 2-4/C#18 1-1/C#6 INS GR AF&I II HH * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 2-4/C#14 3-12/C#14 (PHASES 1 & 6) 1-3/C#14 (LUM) 2-4/C#14 LED LUMINAIRE 2-2/C#14 1-3/C#14 (LUM) VS ALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) * 1-3/C#14 1-2/C#14 ROM 2 -SIGN D-4 & D-5 * 1-3/C#20 * 1-3/C#14 DOT 1 -SIGN R10 -X12 MOUNTED ADJACENT TO HEAD 1-2 * 1-3/C#20 3" CONDUIT TO HH 8: 2-4/C#18 3-12/C#14 1-1/C#6 INS GR 2-4/C#14 AF&I 1-3/C#14 (LUM) *1-3/C#14 PED PUSH BUTTON STATION * 1-3/C#20 1 -APS PEDESTRIAN PUSH BUTTON 1-4/C#18AND SIGN (RT ARROW PB6-2) 1-1/C#6 INS GR 1" CONDUIT INTO HH9: 1-2/C#14 AF&I AINSTALL WIRE PED PUSH BUTTON STATION 1 -APS PEDESTRIAN PUSH BUTTON SIGNAL SYSTEM OPERATIONAND SIGN (LT ARROW PB4-1) THE SIGNAL SYSTEM FLASH MODE IS ALL RED. 1" CONDUIT INTO HH8: NORMAL OPERATION IS 8 PHASE, WITH PHASES 1, 3, 5, 1-2/C#14 AND 7 BEING FLASHING YELLOW ARROWS BY TIME OF DAY. PHASE 2 AND 6 SHALL BE ON VEHICLE RECALL. w 8-2 n A OLA a B-3 OLA 3&8EVP* *4&7EVP O W W 5 5 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ORUUEBSIIIIJJJJPERISI dANO THATIggqppppppADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST 0 20 40 PR FE ! T! �jq yl[STA�y�N1yWE50TA. , v\C I V WILLMAR, MINNESOTA 56201 3956 SCALE FEET �c M E N K Phone: (320) 231 -men DANo A ru i e�n9/2023 j Email: W .bol@bolton-menk.com www.bolton-menk.com a w 1—J FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- CSAH 75 12' LANE 4-3 3-1,3-2 4-- VIDEO DETECTORS z z 5-1 5-2 4-- --6-1 4-z 1-3 O (30 MPH) _ 14' LANE 7-1 7-2 -- OPA100 POLE FOUNDATION TYPE PA100-A-55-D30-9 (DAVIT AT 350 DEG) NUMBER PHASE LOCATION V-1 3&8 POLE 1 3 8-3,8-4 0101 • ® PA100 POLE FOUNDATION -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH TYPE PA100-A-45-D30-9 (DAVIT AT 350 DEG) 4-1 *GREEN IS BIMODAL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT 0' 4 O PED PUSH BUTTON STATION 2 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 12'& 24' Iq 1 -APS PEDESTRIAN PUSH BUTTON 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG 1 -ANGLE MOUNT SIGNAL OVERHEAD AT 0' V-2 2&5 POLE 2 1" CONDUIT INTO HH7: * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 1-2/C#14 (PHASES 4 & 7) 2 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 20'& 32' V-3 4 & 7 POLE 3 PED PUSH BUTTON STATION AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) 1 -APS PEDESTRIAN PUSH BUTTON FROM 2 -SIGN D-2 & D-3 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG 2 -ANGLE MOUNT C.D. PED IND AT 90 AND 180 DEG V-4 1&6 POLE 4 w w 1" CONDUIT INTO HH7: 3" CONDUIT TO HH 7: 3-12/C#14 1-2/C#14 3-12/C#14 2-4/C#14 * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT CONTRACTOR TO ADJUST a 1-3/C#14 (LUM) 2-2/C#14 *1-3/C#14 * 1-3/C#14 (PHASES 2 & 5) CAMERA DETECTION ZONES o m AF&I 1-4/C#18 &I 1-4/C#18 ® LED LUMINAIRE W W `1 AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) FROM 1 D4-1 ARROW) w z a Z J g J J J v\ -SIGN (LT MNDOT 2 -SIGN D-4 & D-5 PED PUSH BUTTON STATION ¢ _ r ' 1 -SIGN R10 -X12 MOUNTED 1 -APS PEDESTRIAN PUSH BUTTON 3 o Tr J ADJACENT TO HEAD 5-1 3" CONDUIT TO HH 6: AND SIGN (LT ARROW PB8-1) w e m 3-12/C#14 111CONDUIT O 1DUIT INTO HH 6: 0 AF&I o 11 1 N 2-4/C#14 d 2- 2 O O 1-3/C#14(LUM) * 1-3/C#14 PED PUSH BUTTON STATION * 1-3/C#20 1 -APS PEDESTRIAN PUSH BUTTON p HH 6 1-4/C#18 AND SIGN (RT ARROW PB2-2) m - N j 2 2-1 1-1/C#6 INS GR 1" CONDUIT INTO HH 6: 1-2/C#14 AF&I 8-1 _ AF&I w 8-2 n A OLA a B-3 OLA 3&8EVP* *4&7EVP O W W 5 5 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ORUUEBSIIIIJJJJPERISI dANO THATIggqppppppADULYLICENSED gpLTON 2040 HIGHWAY I2 EAST 0 20 40 PR FE ! T! �jq yl[STA�y�N1yWE50TA. , v\C I V WILLMAR, MINNESOTA 56201 3956 SCALE FEET �c M E N K Phone: (320) 231 -men DANo A ru i e�n9/2023 j Email: W .bol@bolton-menk.com www.bolton-menk.com a w 1—J FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- CSAH 75 12' LANE 4-3 3-1,3-2 4-- z z 5-1 5-2 4-- --6-1 HH 12' RTL 12' RTL < 11' LANE W 12' LTL FROM EXISTING POLE X400 CAMERA EXTENSION 1 -VIDEO CAMERA LUMINAIRE EXTENSION CAMERA POWER SUPPLY 1-3/C#14 (CAMERA POWER) 1-7.5PR#24(COM CABLE) 2" CONDUIT 1 -COAXIAL CABLE 1-5/8" X 15' GR. RD. (SEE DETAIL) 1" CONDUIT STUB OUT TO CAMERA GROUND ROD (SEE DETAIL) 1-7/16 BRAIDED GROUND WIRE 1-1/C#16 INS. BR. (FROM POWER SUPPLY) V-3 FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- CSAH 75 12' LANE 4-3 3-1,3-2 4-- 4-1,4-2,4-3 4-1 4-2 4-3 • • • (BROADWAY) 5-1 5-2 4-- --6-1 4-z 1-3 O (30 MPH) _ 14' LANE 7-1 7-2 -- 8-1 8-2 —+ 3 8-3,8-4 0101 • ® PA100 POLE FOUNDATION -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH TYPE PA100-A-45-D30-9 (DAVIT AT 350 DEG) 4-1 *GREEN IS BIMODAL 1 -ANGLE MOUNT SIGNAL OVERHEAD AT 0' 4 O PED PUSH BUTTON STATION 2 -STRAIGHT MOUNT SIGNAL OVERHEAD AT 12'& 24' Iq 1 -APS PEDESTRIAN PUSH BUTTON 2 -ANGLE MOUNT SIGNALS AT 90 AND 180 DEG AND SIGN (LT ARROW PB2-1) 2 -ANGLE MOUNT C.D. PED IND AT 90 AND 180 DEG 1" CONDUIT INTO HH7: * 1 -ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT 1-2/C#14 (PHASES 4 & 7) LED LUMINAIRE PED PUSH BUTTON STATION AINSTALL 1 -VIDEO CAMERA (MOUNTED ON 6' EXTENSION) 1 -APS PEDESTRIAN PUSH BUTTON FROM 2 -SIGN D-2 & D-3 AND SIGN (RT ARROW PB4-2) MNDOT 1 -SIGN R10 -X12 MOUNTED ADJACENTTO HEAD 7-1 4" CONDUIT 1" CONDUIT INTO HH7: 3" CONDUIT TO HH 7: 3-12/C#14 1-2/C#14 3-12/C#14 2-4/C#14 2-4/C#14 1-3/C#14(LUM) 1-3/C#14 (LUM) 2-2/C#14 *1-3/C#14 * 1-3/C#14 *1-3/C#20 * 1-3/C#20 AF&I 1-4/C#18 &I 1-4/C#18 1-1/C#6 INS GR 1-1/C#6 INS GR LINSTALL WIRE ASALVAGE CONTRACTOR TO SALVAGE RADIO FROM PERMANENT SIGNAL, INSTALL ON TEMPORARY SIGNAL, AND RE -INSTALL ON PERMANENT SIGNAL AFTER TEMPORARY SIGNAL IS NO LONGER NEEDED ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE �Moj�& ']EKED _ J "ENTPRDI. No. SYSID:XXXXX TE #: XXXX SIGNAL FACE CHART FACE R Y G RLA YLA FYA GLA RRA YRA *GYRA 1-1,1-2,1-3 H H H 4- 2-1,2-2,2-3 2-1 2-2 2-3 • • • 3-1,3-2 4-- 4-1,4-2,4-3 4-1 4-2 4-3 • • • 5-1 5-2 4-- --6-1 6-1,15-2,15-3 6-2 6-3 • • • 7-1 7-2 -- 8-1 8-2 —+ —+ j 8-3,8-4 0101 • -ALL SIGNAL INDICATIONS SHALL BE 12" LED -ALL SIGNAL HEADS SHALL BE BLACK POLYCARBONATE WITH BACKGROUND SHIELDS -PHASES 1 & 8 FYA SHALL OVERLAP *GREEN IS BIMODAL MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7 4E I— n! —a*Ir . BROADWAY STREET W (CSAH 75) LAYOUT 1 AF&I �=L O LED LUMINAIRE 4 TO LUM 2 17 2-2 7-2 2-1 19 18 P8-1 21 2&5 P2-2 EVP LIGHT 20 22 NOTES: 1. LED LUMINARIES ARE METERED. 2. SIGNAL SYSTEM (BATTERIES INCLUDED) - BACKUP SERVICE CABINET. 3. FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL POLE WIRING CONNECTOR DETAIL. 4. ITEMS DENOTED WITH AN * ARE INCLUDED IN THE PAYMENT FOR THE EVP SYSTEM PAY ITEM. ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 17-28, 71, 80 SOP I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED ENSE R^ UNDSVER S9Q�R�EC`ir'u DI"OTA. PR TAT ZAC 7oon93 I AF&I F8-1—E—) P8-2 AF&I O 13 PB8-2 14 15 TO PB 80 INS. GR. 00 ui ti ti AF&I 80 2&5 EVP CAMERA DETECTOR COAXIAL CABLE (13 0) 23O1T3116 Email: Willmar@bolton-menk.com 24 23 TO EVP 4 HUB CAMERA COM CABLE 25 CAMERA v Ili GR. RD. CAMERA POWER SUPPLY STATION HH 6 INS. GR. NEU 71 80 SIGNAL 3-1 C46 2 SERVICE INS. GR. VIDEO 2 26 INPUT3-1 C#2 1 APS PED POWER GRAD. TO NOTES: 1. LED LUMINARIES ARE METERED. 2. SIGNAL SYSTEM (BATTERIES INCLUDED) - BACKUP SERVICE CABINET. 3. FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL POLE WIRING CONNECTOR DETAIL. 4. ITEMS DENOTED WITH AN * ARE INCLUDED IN THE PAYMENT FOR THE EVP SYSTEM PAY ITEM. ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 17-28, 71, 80 SOP I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED ENSE R^ UNDSVER S9Q�R�EC`ir'u DI"OTA. PR TAT ZAC 7oon93 I AF&I F8-1—E—) P8-2 AF&I O 13 PB8-2 14 15 TO PB 80 INS. GR. 00 ui ti ti AF&I 80 HIGHWAY SERVICE CABINET Ol Wi2040 LPhone APS PED (13 0) 23O1T3116 Email: Willmar@bolton-menk.com ri www.Ibolbolton-menk.com STATION 4 GRAD. PB8-1 5-- Zi�LED __J 27 v APS PED TO PB CAMERA 70 STATION HH 6 NEU L27 80 SIGNAL 3-1 C46 2 SERVICE INS. GR. 1 1 GRAD. INPUT3-1 C#2 1 APS PED POWER GRAD. STATION oo PB2-2 28 TO PB NOTES: 1. LED LUMINARIES ARE METERED. 2. SIGNAL SYSTEM (BATTERIES INCLUDED) - BACKUP SERVICE CABINET. 3. FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL POLE WIRING CONNECTOR DETAIL. 4. ITEMS DENOTED WITH AN * ARE INCLUDED IN THE PAYMENT FOR THE EVP SYSTEM PAY ITEM. ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 17-28, 71, 80 SOP I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED ENSE R^ UNDSVER S9Q�R�EC`ir'u DI"OTA. PR TAT ZAC 7oon93 I AF&I F8-1—E—) P8-2 AF&I O 13 PB8-2 14 15 TO PB 80 INS. GR. 00 ui ti ti AF&I 80 AF&I OLED LUMINAIRE 3 TO Q LUM 1 3-1 8 8-4 5-2 HIGHWAY SERVICE CABINET Ol Wi2040 LPhone LED LUMINAIRE (13 0) 23O1T3116 Email: Willmar@bolton-menk.com 3 www.Ibolbolton-menk.com LED LUMINAIRE 4 GRAD. LUMINAIRE 5-- Zi�LED __J LED LUMINAIRE APS PED ® 6 CAMERA 70 STATION EQ.G NEU HH 18 SIGNAL 3-1 C46 2 SERVICE INS. GR. 1 1 TO PB INPUT3-1 C#2 1 POWER GRAD. AF&I OLED LUMINAIRE 3 TO Q LUM 1 3-1 8 8-4 5-2 P6-1 7 1 8 9 3&8 3&8 EVP LIGHT DETECTOR 11 12 F TO EVP 8080 1� AF&I 10 APS PED STATION PB6-1 r— r HIGHWAY BOLTON Ol Wi2040 LPhone & M E N K (13 0) 23O1T3116 Email: Willmar@bolton-menk.com www.Ibolbolton-menk.com P6-1 7 1 8 9 3&8 3&8 EVP LIGHT DETECTOR 11 12 F TO EVP 8080 1� AF&I 10 APS PED STATION PB6-1 r— r HH9 80 5,6,30-48,81 TO HH 8 GRAD. AF&I APS PED N STATION PB6-2 29 TO PB AF&I CITY ❑F AWN N�ont�ce O �HIE� ADI ND. CONTROLLER CABINET AF&I RLA RLA YLA YLA GLA GLA NEU 3-1 NEU 5-1 SPR SPR 7 FYA 17 FYA SPR SPR NEU NEU RED RED YEL YEL 8-3 GRN 2-3 GRN NEU NEU RLA RLA YLA YLA GLA GLA NEU 5-2 NEU 2-1 GRA SPR 8 FYA 18 FYA YRA SPR NEU NEU RED SPR YEL SPR GRN 8-4 SPR NEU NEU DWK RLA 9 W R P61 GLA SPR GLA NEU NEU 7-2 SPR 10 19 FYA PB6-1 SPR NEU *EVP LIGHT 3 & 8 RED 11 EQ G YEL GRN 2-2 NEU NEU 12 EV&PS DWK DETECTOR WUK 20 SPR P2 2 NEU 13 VIDEO 2 DWK DETECTOR 21 WLK P81 SPR NEU RRA 80 YRA * EVP LIGHT 2 & 5 GRA 8-1 22 NEU EQ. G GYRA NEU 14 YRA GRA 23 2&5 NEU 8-2 EVP RRA DETECTOR GYRA SPR 24 CAMERA NEU COAXIAL CABLE DWK 25 CAMERA 15 WLK COM CABLE SPR P8 2 NEU VIDEO 1 26 16 DETECTOR PB8-2 80 27 INS. GR. PB8-1 2 3-1 C#6 SIGNAL INS. GR. SERVICE 28 PB8-2 SYS ID #: XXXXX TE #: XXXX MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7 47 SIGNAL PLANS BROADWAY STREET W (CSAH 75) WIRING DIAGRAM CONTROLLER CABINET AF&I AF&I 1-1 6-3 O LED LUMINAIRE 6 TO LUM 4 30 1-2 8 6-1 3-2 31 32 P4-1 P6-2 33 34 1&6 EVP LIGHT VIDE04 TO DETECTOR 1&6EVP DETECTOR 35 36 F TO EVP HUB 81 INS. GR. 37 81 5,39-48,81 GRAD. o AF&I u m APS PED STATION PB4-1 14 F 38 c TO PB HH 9 RLA YLA LED LUMINAIRE r-- -- GLA 5 TO -------- ---i r I LUM 3 7-1 NEU 39 1 7 SPR 29 FYA YA 39 1-3 4-2 11 4-1 SPR NEU I r-----� ------� RLA YLAYEL GLA ----- RED 4-3 GRN 40 1 41 ------ --+--� 1-1 NEU NEU 1 1 I SPR T I I P4-2 FYA 30 RLA ---�-- F SPR YLA NEU 4&7 GLA 1 4&7EVP EVP LIGHT RED 1-3 NEU 44 1 45 TO VP 6-3 YEL AF&I SPR I 81 — —1 GRN 1 INS. GR. FYA 40 46 1 NEU SPR DETECTOR 1 1 I NEU APS PED RLA YLA �I STATION RED YEL PB2-1 GLA _47TO 4-2 GRN �1 1-2 NEU I I HH 11 I 1 I NEU I I L_47 _J 81 I SPR I = I 48 1 GR.RD. r FYA 31 RED 1 STATION SPR 1 1`64-2 I YEL L 48 -TOpB NEU 4-1 GRN RED NEU 6 2 YEL SPR GRN SPR 41 NEU SPR NEU RLA SPR YLA SPR GLA SPR 3-2 NEU NEU SPR FYA 32 DWK SPR WLR 42 NEU 1`4-2 SPR RED NEU YEL 6-1 GRN DWK NEU WLK 43 1`2-1SPR DWK NEU WLK 33 1`41 SPR EVP LIGHT 4 & 7 # NEU EQ G 44 NEU DWK 1`6-2 WLK 34 4 SPR EVP 45 NEU DETECTOR EVP LIGHT 1 & 6 EQ. G 35 VIDEO 3 46 NEU DETECTOR 1&6 36 EVP 47 DETECTOR PB2-1 VIDEO 48 37 1`642 DETECTOR 81 INS. GR. 38 PB4-1 AF&I 1-1 6-3 O LED LUMINAIRE 6 TO LUM 4 30 1-2 8 6-1 3-2 31 32 P4-1 P6-2 33 34 1&6 EVP LIGHT VIDE04 TO DETECTOR 1&6EVP DETECTOR 35 36 F TO EVP HUB 81 INS. GR. 37 81 5,39-48,81 GRAD. o AF&I u m APS PED STATION PB4-1 14 F 38 c TO PB HH 9 SYS ID #: XXXXX TE #: XXXX I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev N� SHEET BRUUEBffE-fETRQI GTI ACENSED 2040HIGHWAY I2 EST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) PR ESOTA. "'ILL. °RMNN AR, MINNESOTA 56201 0gpLTONPhoDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ne: (320) 231-3956cxecPEO"SIGNAL PLANS 7,48 znc il: Willmar@bolton-menk.com - & MENK w.bolton-menkcom iiAo E"P" " D 9/02 NN BROADWAY STREET W (CSAH 75) WIRING DIAGRAM 7-1 4-3 LED LUMINAIRE r-- -- 5 TO -------- ---i r I LUM 3 ----- 39 1 7 T I 1-3 4-2 11 4-1 -----1 I r-----� ------� I L------ ----- — 40 1 41 ------ --+--� I 1 1 I I T I I P4-2 P2-1 ---�-- F 42 I 43 --�--- I 4&7 1 4&7EVP EVP LIGHT DETECTOR 44 1 45 TO VP HUB AF&I VIDEO 3 I 81 — —1 1 INS. GR. — — — — —J 46 1 DETECTOR 1 1 I APS PED �I STATION PB2-1 _47TO �1 r-- I I HH 11 I 1 I I I L_47 _J 81 I I I = I 48 1 GR.RD. r L -----J I APS PED 1 STATION 1 1`64-2 I L 48 -TOpB SYS ID #: XXXXX TE #: XXXX I HEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR REPORTWAS PREPARED ivnev N� SHEET BRUUEBffE-fETRQI GTI ACENSED 2040HIGHWAY I2 EST MONTICELLO, MINNESOTA SP 8605-59 (TH 25) PR ESOTA. "'ILL. °RMNN AR, MINNESOTA 56201 0gpLTONPhoDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ne: (320) 231-3956cxecPEO"SIGNAL PLANS 7,48 znc il: Willmar@bolton-menk.com - & MENK w.bolton-menkcom iiAo E"P" " D 9/02 NN BROADWAY STREET W (CSAH 75) WIRING DIAGRAM A REMOVE APS PED STA FOUNDATION CONTROLLER PHASING AND PEDESTRIAN ♦ F&I APS PED STA FOUNDATION SIGNAL INDICATIONS 1 SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. S&I 1 -APS PB AND SIGN ♦ �� INDICATION -LAYOUT DIMENSIONS ARE SHOWN IN INCHES 2.NEW ONE WAY SIGNAL HEADS SHALL BE 12' X 12 LED. ♦ LOOP DETECTORS (PB2-3)(RT ARROW) 3. CONTRACTOR TO LOCATE AND VERIFY INPLACE UTILITIES BEFORE WORK BEGINS. EXTEND INTO HH6 FACE HAS FLAB R Y G RLTA YLTA GLTA 4. S LVAGE TO MN/DOT LED INDICATIONS OUT OF REMOVED ONEWAY SIGNAL INDICATIONS. NUMBER SIZE (FEET) .HASE FUNC F&I 1-2/C #14 ♦ 1-1,1-z 1 R - - - �-- ®-- !- 6. REPLPpCE. ALLCMTC AMPSILILN E REPLACED EP ACE T LH OOP AMPS OWN PED. INDICATIONS. 01-1 2-6x �L 1 1 20'850' 2-1,222 2 R o 0 0 - - - REMOVE ALL MAGNETIC DETECTORS Dl -2 2-6x6 1 i 5&35 08 7. ALL LOOPS DETECTORS SHALL BE P.V.C. CONSTRUCTION. LOOP D2-1 6x6 2 1 120' ♦ APS PED STA (P88-3) 2-3 2 R • • • - - - DETECTORS WILL BE PAID FOR UNDER ITEM 2565.AND ARE NOT CONSIDERED p 1 -APS PB AND SIGN ;LT ARROW) 4-1,4-2 4 R 0 0 0 - - PART OF THE SIGNAL REVISION.(LOCATION TO BE DETERMINED BY PROJECT ENG.) 02-2 6x6 2 1 120' EXTEND INTO HH 64-3 4 R o ® ® 8. APS PUSH BUTTONS TO BE GIVEN TO MN/OOT FOR PROGRAMMING. 0-4-1 2-6x6 a 1 5'&20' iM"CONDUIT - ¢ - - ¢ .9. PUSH BUTTON HOLES ON POLES SHALL BE SEALED AND ANY SHARP EDGES REMOVED ♦ 5-1,5-2 5 R - - - ,¢ WHEN PUSH BUTTONS ARE REMOVED FOR PED STA.LOCATIONS. 0-4-2 bks a 1 120' � P2 ♦4 1-2/C#14 6X6 10. REPLACE ALL IN PLACE SIGNAL INDICATIONS WITH 12"X12" LED INDICATIONS. D5-1 2- 5 1 20'&50' lJ P82-3 P82-_ 6-1,6-z 6 R 0 0 • - - IL D5-2 LEAD IN WIRES 2/*14 SHALL BE COILED UPINTO H.H.11 FOR FUTURE USE. • ♦ PB'�� 6-3 6 R 0 0 0 - - - 12. WITH THE EVP INSTALLATION ON MASTARMS PIPE EXTENSIONS OR SIGNS D5-2 2-6X6 5 i 5'&35' P2-3 4-4 ADJUSTMENTS MAY BE REQUIRED. PIB �� 8-1,8-2 8 R 0 0 0 - _ _ 13. A 3/4 " HALF COU OS PLING 3/4 " PIPE NIPPLE AND CONDUIT OUTLET BODY FOR D6-1 acs 6 1 120' P8-3 .78-3 6 R o 0 A - EMERGENCY VEHICLE PREEMPTION DETECTORS AND OR CONFIRMATORY D6-2 6x6 6 1 120' 1 H -15 N g 7 H 25 � lz 14LIGHTS". SHALL BE FURNISHED&INSTALLED 6' FROM END OF MASTARM. D8 -i 2-sx6 B 1 5'&20' . EVP WIRE SHALL BE PAID FOR AS PART OF THE SIGNAL REVISION. EVP DETECOR AND 5 e El CONFIRMATORY LHT PARTS AND INSTALLATION SHALL BE PAID FOR AS PART OF I D8-2 ' 6x6 8 1 120' 02 P8-2 4-1 `� ''� THE EVP SYSTEM PAY ITEM. DETECTOR FUNCTION 02 n 6_2 B - %�� 15. CONTRACTOR WILL BE RESPONSIBLE TO ADD SIGNAL POLE HUBS IF NEEDED L CALL AND EXTEND ♦ -•. H H 7 B'Z FOR POLE MOUNTING. ♦ 16. REMOVE AND F&I H.H.3 WITH PVC HANdHOLE AND METAL COVER. _ //�� E: ♦ PB6-2 P �' ` 11 ♦ REMOVE APS PED STA FOUNDATION 1. EE IAL PROVISIONS FO<LJND RNISH ATERIALS. F&I APS PED STA FOUNDATION MNEW 2.PEDESTRI DICATIONS SHX H.H.7 TO H.H. 61 S&11 -APS PB AND SIGN 1-2/C=14 SC 1 / (PB2-4)(LTARROW) &NDCHANGES 3,EACH SIGNAL FA HALL BETION R -Y -G EXCEPT04 1 L_EXTEND INTO HH9H:H.6 TO Fi.H.B F&I 1" CONDUIT S Ol AND O5 SIGNAL FAC AA-YLTA-GLTA.3" RSC F&11-z/c#14 4.EACH SIGNAL FACE SHA AGROUND SHIELD. 2-12/C = 12 PHASE 28.6 SHAL ASH YE -08.8 SHALL f 2-3/C = 12 , FLASH RED.P E 18.5 SHALD.TYPE A -100-A-45 D30-9 2-2/C = 14. H.H8 TO H.H.9 6.SEE I CONNECT LAYOUT.R I-ONEWAY SIGNAL(OVERHEAD)END MOUNTED 2-1/C=10. 3" RSC REMOVE APS PED STA FOUNDATION 2-ONEWAY SIGNALS (OVERHEAD) MID MASTARM F&I 1-2/C #14 2-12/C=12 H.H9 TO H.H.11 ♦ F&I APS PED STA FOUNDATION CONNECT CABLE RUNS. MOUNTED .11' AND 24' FROM END 2-3/C=12 4" RSC A S&I 1 -APS PB AND SIGN TYPE 1OB POLE MOUNTED 90'&180' 2-2/C=14 3-12/C=12 H.H.10 TO H.H.9 (PB4-4)(RTARROW) LUMINAIRE-200 WATT HPS(APPROX.350`)WITH P.E.C:%CHSW. 2-1/C=10 4-3/C=12 1 1/4" RSC ' 4-2/C=14 EXTEND INTO HH9 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 1 AFM -1-3/C#14' 2-1/C=10 2-2/C=14 F&11"CONDUIT 3XTPSD INTO H.H.6 f -' 1-3/ 4 F&I-2-3/C#14,V- F&I 1-2/C #14 2-12/Cz12 1 ♦ F&I 1-2/C #14 ♦ 2-3/0120; - 2-3/Cm12 t - 4-2/04-•- H.H.10 2-1/C$10 �� s-1 H.H.B ♦ REMOVE 2 -PED. PB AND SIGNS H.H.6 _. _ -_ - = i _ _ H.14.9 F&I 3-2/C#14 - - - - ® TYPE P-90AY SIGNA D30-9 2 -PEO INDICATIONS i/ _ - }s` D2-2 /�Y T PE I-ONEIOC POLEAMOUNTEDE270END MOUNTED 8I-1-ONEWAY EVP DETECTOR (PASES02&05) r " MOUNTED ON MASTARM NEAR POLE 3. / LUMINAIRE-200 WATT BUTTONS AND H P.E.C./CHSW. 1 -CONFIRMATORY LIGHT G' FROM END OF EVP DETO2&O +© 1� ♦ D2-1 g`Z EXTEND INTO H.H PUSH BUTTONS AND SIGNS MASTARM FOR (PHASES 02&05) 3" RSC 2-C.D.PED INDICATIONS MOUNTED AT 90'&180' 1 -APS PB AND SIGN (LT ARROW)P68-3 ® a c� , 1 2 3/C#112 1-APS_PB AND SIGN (RT ARROWW02-3 .,-3 -z ?, ,_" lid �Z� 4-1117ttIO 5 � 1 �1, RN SNE X2 Di ♦ DG -21 H.H.5r 5 TO H.H.4 11/4" RSC 2-2/C=14 E P -90-A-20 D30-9 I-ONEWAY SIGNAL(OVERHEAD) END MOUNTED TYPE IOC POLE MOUNTED 270' LUMINAIRE-200 WATT HPS(APPROX.350'IWITI 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS EXTEND INTO H.H.2 RSC EVPO6&01 'L .H. I .H.4 TO H.H.3. 11/4' /C RSG H.H.3 TO H.H.2 3-2/C=14 I I/4" RSC ♦ F&I-1-2/C*14 ♦ F&I-2 2/Cs14 r1 c H.H. 2 TO H.H.1 �� 3"RSC P.E.0/CH.SW.. 1-3/CC 12 2-3/C=12 3-2/C=14 ♦ F&I-/E- A&I1N 1-4/C*14 2-1/C=10 ♦ ♦ APS PED STA (PB8-2) REMOVE -2 -PEO. M AND SIGNS 1 -APS PB AND SIGN (LT ARROW) i -TYPE IOC MOUNTED AT 270' F&I-i-ONEWAY EVP DETECTOR AND EXTEND INTO HH 3 CONFIRMATORY LIGHT (PASESOS) 1■ "CONDUIT 1 -APS PB AND SIGN (LT. ARROW)PB6-2 2 -TYPE 109 MOUNTED AT 90.8180' 1-2/C#14 ' PED.INDICATIONS SHALL BE C.D. 1=4/CC4 1-3/0#20 CERTIFIED BY PR I HEREBY THIS FLAN, SPErIEIUTIDN, OR REPORT WAS PREPARED BYRCUNDERp1Yp�RECr STR 151��ApN D�T,HA�TI �A��LE11 SO ADMPMENK LTON �.��y\NYS ` �(Avk )-- \ zA o " Cn8 rU i on9/2023 ►ivfct 5 '2u1d7 ♦ -2 Im#( REMOVE 2 -PED PB AND SIGNS \ 1 -TYPE 10C POLE MOUNT AT 270' I�1H.11 5 `r F&I-1-ONEWAY EVP DETECTOR AND CONFIRMATORY LIGHT (PASESO4) r 2 -TYPE 10B POLE MOUNT AT 90'&180' fED / IICATIONS SHALL BE C.D. ® (( 1-3/C#L4 1-3/C#20 H.H.11 TO H.H.12 A EQUIPMENT PAD(SEE DETAIL)CONTROLLEP. 114 H.H.12 q" RSC Dp CC BB 3-12/C=12 MOUNTEDINET. SERVICE EDUIPMENT(PAD O 4-3/C=12 5-2/C=14 H.H. 1 TO SIG.CABINET H.H.12 TO SIG. CABINET 1 2-1/C=10 TYPE A -100-A-45 030-9 3"RSC 4"_ RSC 11 O ♦ F&I-2-3/C#14 �1-ONEWAY SIGNAL(OVERHEAD)END MOUNTED 1-12/C=12 q -2%C 12 1 2-3/C#20 2-ONEWAY SIGNAL(OVERHEAD)MID MASTARM 2-3/C=12 ( 4-2/C#14 MOUNTED WAND 24'FROM END 3-2/C=14 2-2/ 10 ,1 1-4/C#14 TYPE 20C POLE MOUNTED 270' p /C=10 1 H.H.12 TO H.H.1 1-Z/C#14 FUTURE D5-2 LUMINAIRE-200 WATT HPS WITH P.E.0 ♦ FlIll /C+c14 ♦ F&I-2-3/C�4 i 1 1/C RSC F&13 -2/C#14 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 1-4/C*14- 2-3/Cd120 B 2-1/C=10 0 EXTEND INTO- H.H.1 4-2/C#14 t �( 2-12/C#12 1 2/C##114 FUTURE D! (` ♦ F&I1_�CB 2_3/C#12 F&13 -2/C#14 1 11, 10 1 H.131/41 TO H.H.1 ♦ REMOVE -2 -PED PB AND SIGNS 1 1/4" RSC � 1-26C=14 2 -TYPE 20C MOUNTED AT 270 (' ♦ APS PEED STA (PBS -1) F&I-C10NFIERWMAAYTORY LIGHT DETECTOR 1 CTf:N tl T ARROWf PB4-1 rM 1 -APS PB AND SIGN (LT ARROW) 2 -TYPE S108x1 EXTEND INTO HH 1 PED INDICATI 11/4 " CONDUIT 1-3/Ci114 1-2/C#14 1-3/C#20 l -p�I � SCALE 1 2 H.H.13 0 20' 40' ' 6Z FIL£ NAAlE+P�o 'acts/ OFESSION ENGINEER- STATE PROJ. N0. 2040 HIGHWAY 12 EAST C f 7 4' ❑ F slcrveo WILLMAR, MINNESOTA 56201 . Phone: (320) 231-3956N�onticc 0 NEc.Eo Email: Willmar@bolton-menmenk.com www.bolton-menk.com _ dery*FRm.No. REVISE SIGNAL SYSTEM '0' SIGNAL LAYOUT JCT. T.H.25 & RIVER STREET IN MONTICELLO SYSTEM " 20475" T.E. 5132 (/025/8605/048/T�aff/c/5/�o/s/T8605X8�IGR£V10 DDN SIB120J0 8605-48 (T.H.25) SHEET NO. 54 OF 60 SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS EXISTING RIVER STREET SIGNAL SHEET C7.49 d • -� ALL SIGNAL COMPONENTS ARE INPLACE = UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 5 � 1 �1, RN SNE X2 Di ♦ DG -21 H.H.5r 5 TO H.H.4 11/4" RSC 2-2/C=14 E P -90-A-20 D30-9 I-ONEWAY SIGNAL(OVERHEAD) END MOUNTED TYPE IOC POLE MOUNTED 270' LUMINAIRE-200 WATT HPS(APPROX.350'IWITI 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS EXTEND INTO H.H.2 RSC EVPO6&01 'L .H. I .H.4 TO H.H.3. 11/4' /C RSG H.H.3 TO H.H.2 3-2/C=14 I I/4" RSC ♦ F&I-1-2/C*14 ♦ F&I-2 2/Cs14 r1 c H.H. 2 TO H.H.1 �� 3"RSC P.E.0/CH.SW.. 1-3/CC 12 2-3/C=12 3-2/C=14 ♦ F&I-/E- A&I1N 1-4/C*14 2-1/C=10 ♦ ♦ APS PED STA (PB8-2) REMOVE -2 -PEO. M AND SIGNS 1 -APS PB AND SIGN (LT ARROW) i -TYPE IOC MOUNTED AT 270' F&I-i-ONEWAY EVP DETECTOR AND EXTEND INTO HH 3 CONFIRMATORY LIGHT (PASESOS) 1■ "CONDUIT 1 -APS PB AND SIGN (LT. ARROW)PB6-2 2 -TYPE 109 MOUNTED AT 90.8180' 1-2/C#14 ' PED.INDICATIONS SHALL BE C.D. 1=4/CC4 1-3/0#20 CERTIFIED BY PR I HEREBY THIS FLAN, SPErIEIUTIDN, OR REPORT WAS PREPARED BYRCUNDERp1Yp�RECr STR 151��ApN D�T,HA�TI �A��LE11 SO ADMPMENK LTON �.��y\NYS ` �(Avk )-- \ zA o " Cn8 rU i on9/2023 ►ivfct 5 '2u1d7 ♦ -2 Im#( REMOVE 2 -PED PB AND SIGNS \ 1 -TYPE 10C POLE MOUNT AT 270' I�1H.11 5 `r F&I-1-ONEWAY EVP DETECTOR AND CONFIRMATORY LIGHT (PASESO4) r 2 -TYPE 10B POLE MOUNT AT 90'&180' fED / IICATIONS SHALL BE C.D. ® (( 1-3/C#L4 1-3/C#20 H.H.11 TO H.H.12 A EQUIPMENT PAD(SEE DETAIL)CONTROLLEP. 114 H.H.12 q" RSC Dp CC BB 3-12/C=12 MOUNTEDINET. SERVICE EDUIPMENT(PAD O 4-3/C=12 5-2/C=14 H.H. 1 TO SIG.CABINET H.H.12 TO SIG. CABINET 1 2-1/C=10 TYPE A -100-A-45 030-9 3"RSC 4"_ RSC 11 O ♦ F&I-2-3/C#14 �1-ONEWAY SIGNAL(OVERHEAD)END MOUNTED 1-12/C=12 q -2%C 12 1 2-3/C#20 2-ONEWAY SIGNAL(OVERHEAD)MID MASTARM 2-3/C=12 ( 4-2/C#14 MOUNTED WAND 24'FROM END 3-2/C=14 2-2/ 10 ,1 1-4/C#14 TYPE 20C POLE MOUNTED 270' p /C=10 1 H.H.12 TO H.H.1 1-Z/C#14 FUTURE D5-2 LUMINAIRE-200 WATT HPS WITH P.E.0 ♦ FlIll /C+c14 ♦ F&I-2-3/C�4 i 1 1/C RSC F&13 -2/C#14 2 -PEDESTRIAN PUSH BUTTONS AND SIGNS 1-4/C*14- 2-3/Cd120 B 2-1/C=10 0 EXTEND INTO- H.H.1 4-2/C#14 t �( 2-12/C#12 1 2/C##114 FUTURE D! (` ♦ F&I1_�CB 2_3/C#12 F&13 -2/C#14 1 11, 10 1 H.131/41 TO H.H.1 ♦ REMOVE -2 -PED PB AND SIGNS 1 1/4" RSC � 1-26C=14 2 -TYPE 20C MOUNTED AT 270 (' ♦ APS PEED STA (PBS -1) F&I-C10NFIERWMAAYTORY LIGHT DETECTOR 1 CTf:N tl T ARROWf PB4-1 rM 1 -APS PB AND SIGN (LT ARROW) 2 -TYPE S108x1 EXTEND INTO HH 1 PED INDICATI 11/4 " CONDUIT 1-3/Ci114 1-2/C#14 1-3/C#20 l -p�I � SCALE 1 2 H.H.13 0 20' 40' ' 6Z FIL£ NAAlE+P�o 'acts/ OFESSION ENGINEER- STATE PROJ. N0. 2040 HIGHWAY 12 EAST C f 7 4' ❑ F slcrveo WILLMAR, MINNESOTA 56201 . Phone: (320) 231-3956N�onticc 0 NEc.Eo Email: Willmar@bolton-menmenk.com www.bolton-menk.com _ dery*FRm.No. REVISE SIGNAL SYSTEM '0' SIGNAL LAYOUT JCT. T.H.25 & RIVER STREET IN MONTICELLO SYSTEM " 20475" T.E. 5132 (/025/8605/048/T�aff/c/5/�o/s/T8605X8�IGR£V10 DDN SIB120J0 8605-48 (T.H.25) SHEET NO. 54 OF 60 SHEETS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT SIGNAL PLANS EXISTING RIVER STREET SIGNAL SHEET C7.49 HH5 • 136-1 o rt 21 i D6-2 = 22 0 APB STA. ♦ 44♦ N CRS PB 8- N • HH4 7-1-- A 01-2 1- r—r' 43 Al 15.21.22 01-115 I 43,44 E-1 (DPB-2 O 2 ODETECTORR 34 • 1,7,8,30 08 !��35,PI . ♦ 32.34.3 7 P" 32 P6-1 _P59.-4 PB4-1 0I T 061111101 EYP LIGHT HH3 O N p N m HH13 0 I 19 I c • HH1 2,3,9,10,30 30 ---31 D4 -11D 81- . 1 -A. - - • 32 43 tp M � • -HH7 - CONTROLLER CABINET ' V SIB A D8-2 0 -I RED YEL GRN 8-1 I� 46 ao Js HH5 • 136-1 o rt 21 i D6-2 = 22 0 APB STA. ♦ 44♦ N CRS PB 8- N • HH4 7-1-- A 01-2 1- r—r' 43 Al 15.21.22 01-115 I 43,44 E-1 (DPB-2 O 2 ODETECTORR 34 • 1,7,8,30 08 !��35,PI . ♦ 32.34.3 7 P" 32 P6-1 _P59.-4 PB4-1 0I T 061111101 EYP LIGHT HH3 O N p N m HH13 0 I 19 I c • HH1 2,3,9,10,30 30 ---31 D4 -11D 81- . 1 -A. - - • 32 43 tp M � • '"' 145 PB 6-1 3 kT 02&05 EYP LICHT OETEC34 EVP 08TOR OETOE TOR ♦ EYP LIGHT 08. 04EVP LICHT I HEREBY CERTIFY THAT THIS FLAN, SPECIFICATION, OR REPORT WAS PREPARED BYYbRONDER p1Y p�RECrS TR I51 $A\�NFO TNASTA�pIN�L ESOTA.D ZAC A L11 NO pfi,S�$C. �^UW✓/W,I �,-9/2023 CERTIFIED BY EI OLTON M ENK 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: 13201231-31'6 -. Email: Willmar@bolton-menk.com _ www.bolton-menk.com ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 48 . ♦ -HH7 - CONTROLLER CABINET ' V SIB A D8-2 0 -I RED YEL GRN 8-1 I� 46 N NEU RED 1 GRN $-2 PISANEU ---- NEU DWK WLK}P8-2 q " drZ N 5 _SPR PBG -2 { EOG A�E'i?\Z N i NI -- '— APS PED p UR DS -2 —EDYEL P4-If FUTURE GRN 6-2 DWK N RED ♦I{ 10 C N o -N 2 -3 PB4-1 .Ir. '!^' HH6 NEU RLTA �� ,� GLTAj 1-1 SPIRR I 5.r..13.14.31 Ee EGG PP64_ { 12 I- I A 38.39 RED GRIN P8-3{NEU 13 0 ri NEU DWK RED 3R 6-1 ASPR 14 _GRNEU F L 4d Na ♦ WLK PG-IDLK D1 -1r N SPR EOG APS PED STA. D2 -1===D -1E' M .-. RED YEL _1 02-2 :===j-7 GRN 4�PB 82-4 RED 4_2 D4-1�8 APS PED PB STA co tfi - YEL 4 GRN 44 PB 8-2 ��� wuuc3P4-4 D4-2 :==j 19 I I DLK APS PED PB STA PB ST • PB 4-4 Eoc D5-1 ==31L45 ♦ PB 6-1 DG -121 RED APS PED PB STA GRN 2-2 06-2 22 NEU 46 P8 2-3 RED 2-3 D8-1�3 5 GRN APS P D8-2 24 NEU P8 8-3 47 YLT�5-1 GILTAAA��� APS PED PB STA A EOG SIGN4L�7c �__ 48 P84-4 SERVICE RED • APS PED PB STA YELGRN }•4-3 ♦ 49 z -a NEU 43 1,151$ 21.22 EL -1 A YGR.2 NEu 06&01EYP 36 34-37. 45 wLK 2-3 DETECTOR DLK 068.01 EYP LICHT A AS EPIR pO�GTp� 37 .ii �VtFw I '"' 145 PB 6-1 3 kT 02&05 EYP LICHT OETEC34 EVP 08TOR OETOE TOR ♦ EYP LIGHT 08. 04EVP LICHT I HEREBY CERTIFY THAT THIS FLAN, SPECIFICATION, OR REPORT WAS PREPARED BYYbRONDER p1Y p�RECrS TR I51 $A\�NFO TNASTA�pIN�L ESOTA.D ZAC A L11 NO pfi,S�$C. �^UW✓/W,I �,-9/2023 CERTIFIED BY EI OLTON M ENK 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone: 13201231-31'6 -. Email: Willmar@bolton-menk.com _ www.bolton-menk.com ALL SIGNAL COMPONENTS ARE INPLACE UNLESS OTHERWISE NOTED WITH A BOX AND TRIANGLE 48 . ♦ -HH7 - ♦ 3 ' V A D8-2 0 -I 24 I� 46 APS PED ♦ PB STA. ---- q " drZ PB 2-3 5 • D5-1 A i NI -- '— APS PED p UR DS -2 FUTURE •47 ♦ PB STA. P111B-3 N � t0� N o -N -3 22- PZ -3 .Ir. '!^' HH6 I - 08-123 I 5.r..13.14.31 I- I A 38.39 G 0 ri Y 4d Na ♦ N APS PED STA. P8-3 M .-. 4�PB 82-4 13 co tfi - HH1814 -- ��� APS PED I I PB ST • PB 4-4 31 LUM ®_ HH9 JI- - ♦ 38.39.46 5.6,13,14,23 72)NEW = NEW C 8 AND O&INS GES REVISE SIGNAL SYSTEM 'D' sca6LEs WIRING DETAIL W" �' BOLJCT. T.H.25 & RIVER STREET AIR IN MONTICELLO SYSTEM "20475" T.E. 5132 62 FILE NAA :Pro acts/D3 8AX/025/8605/048/Troff/GIS! als/T86054BSIGREVIO.OGN 6/8/2010 STATE PROJ. N0. 8605-48 (T.H.25) SHEET NO. 55 OF 60 SHEETS °NO FOR LATI CITY F MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET n DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7.50 Montke o CHICK" SIGNAL PLANS CTIRN.FROI 10 EXISTING RIVER STREET WIRING DIAGRAM 4,1 I t-- 311 q " drZ HHII • D5-1 A i NI -- '— p UR DS -2 FUTURE N � t0� o -N HH12 .Ir. '!^' I - 72)NEW = NEW C 8 AND O&INS GES REVISE SIGNAL SYSTEM 'D' sca6LEs WIRING DETAIL W" �' BOLJCT. T.H.25 & RIVER STREET AIR IN MONTICELLO SYSTEM "20475" T.E. 5132 62 FILE NAA :Pro acts/D3 8AX/025/8605/048/Troff/GIS! als/T86054BSIGREVIO.OGN 6/8/2010 STATE PROJ. N0. 8605-48 (T.H.25) SHEET NO. 55 OF 60 SHEETS °NO FOR LATI CITY F MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET n DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C7.50 Montke o CHICK" SIGNAL PLANS CTIRN.FROI 10 EXISTING RIVER STREET WIRING DIAGRAM INDEX OF REFRACTION LJ = FURNISHED SPLICE, NO SPLICE OTDR READING REQUIRED AT THIS LOCATION x.x POWER METER TEST POINT INSERT OPTICAL LINK LOSS IN dB (TEST MULTI MODE FIBER AT 1300) (TEST SINGLE MODE FIBER AT 1550) PROVIDE CABLE MANUFACTURERS INDEX OF REFRACTION USED FOR TESTING ON PROJECT. .00 .00 INSERT OTDR SPLICE LOSS INSERT OTDR SPLICE LOSS SHOT FROM THIS DIRECTION SHOT FROM THIS DIRECTION = FO CABLE SPLICE POINT & OTDR TEST SPLICE READING = OTDR TEST SPLICE READING ON INPLACE CABLE FIGTAIL OTDR ENGTH I—km PROVIDE TRUNK AND PIGTAIL OTDR FIBER LENGTH MEASUREMENTS USING OTDR READINGS FROM CONNECTORS OTDR LENGTH AT SHELTER OR CABINETS TO SPLICE POINTS IN VAULTS km TO SHELTER FIBER OPTIC CABLE MARKINGS @ I PROVIDE TRUNK CABLE OUTER JACKET LENGTH SPLICE ENCLOSURE MARKINGS AT ENTRY TO VAULT AND AT VAULT ENTRY ENTRY TO OUTDOOR FIBER SPLICE ENCLOSURE 9'�_ 1 O EXISTING CAMERA WITH PAN AND TILT UNIT LED STYLE SIGN DYNAMIC MESSAGE SIGN FIBER OPTIC PATCHCORD // 5� CAMERA WITH PAN AND TILT UNIT (BY OTHERS) TWISTED PAIR INTERCONNECT FACTORY PRE-TERMINATED/ARMORED FIBER OPTIC PIGTAIL Gigli SFP1 SFP2 SERV ETHERNET PORTS 0 o 'ORT ❑❑❑❑ FO ETHERNET TRANSPORT 1 ETHERNET/ z SERIAL RS232 CONVERTER ETHERNET/ ETHERNET SERIAL CABLE CONVERTER 3 RANSPORTT 4 SFP1 SFP2 ❑❑❑❑❑❑❑❑❑❑❑❑ o o ECO 37NET 50 E ❑❑❑❑❑❑❑❑❑❑❑❑ G 0 O -24 ETHERNET SWITCH COMMON ETHERNET EQUIPMENT EXISTING FO CABLE SPLICE POINT FIBER OPTIC PIGTAIL SPLICE DIAGRAM (SPLICE UNUSED FIBERS TOGETHER IN THE SPLICE VAULT SO THAT THE FIBERS CAN BE TESTED) 1 2 3 LINE R 4 SHARER 2 5 3 2 6 7 8 RS 232 LINE SHARER DATA LINK RX2 RX1 TX2 TX1 FORCE TRANS. MODEL 2869 DATA LINK TX1/RX1 DATA LINK TX2/RX2 OPTELECOM MODEM DATA LINK VIDEO/DATA TRANSCEIVER VIDEO & DATA TRANSCEIVER TRANSMITTER 170 170 CONTROLLER DMS CHANGEABLE MESSAGE SIGN FLS FLASHER RCS RAMP CONTROL SIGNAL LDS LOOP DETECTOR STATION LD LOOP DETECTOR(S) ILCS INTELLIGENT LANE CONTROL SIGN REVISED 6/27/18 LEGEND FOR COMMUNICATION SCHEMATICS S THEREBY CERTIFY THATTHIS PIAN,SPECIFICATION, OR EFFORT WAS PREPARED PR FE F I L E TI 5 ST �ESOTA. BY ORUNDER Y RECiS PER ISI dANOTHATI ADULYLICENSED0193OLTON '`�% fWILLMAR, 2040 HIGHWAY I2 EAST MINNESOTA 56201 CITY ❑ F Icx[p pgAWN"` MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET �, v Phone: ont�cella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT x7.51 - n�c .11B. A V9�t rup �1.6n9/202R M E N K r@bolton-3956 Email: Willmar@bolton-menk.com www.bolton-menk.com 'i Ap No INTERCONNECT PLAN FIBER OPTIC LEGEND F&I VAULT MARKER POST AT FIBER SPLICE AND FIBER SLACK COIL LOCATIONS VAULTEXTENSION O9 SECTION 1:6 MAX. SLOPE ATTACH OS SHEATH GROUNDING UNIT TO PVC 4" PERFORATED PVC PIPE WITH FILTER SOCK F&I GROUND ROD IN ACCORDANCE WITH MN/DOT 2565.3 (SEE GROUND ROD INSTALLATION DETAIL) BACKFILL & COMPACT EXCAVATED AREA WITH SELECTED ON-SITE MATERIALS FINISHED GRADE TO TOP OF LID y� RESTORE & SEED DISTURBED AREAS BACKFILL & COMPACT WITH GRANULAR MATERIAL TO 4" OVER CONDUIT ELEVATION 4" RIGID PVC SDR 35 AT 1.0 % MIN. GRADE TO DAYLIGHT EXISTING GROUND IDENTIFICATION LOGO TO REFLECT SPECIFIC USE APPLICATION: "MNDOT TMS" - ITS PROJECTS "MNDOT SIGNALS" - SIGNAL PROJECTS "MNDOT LIGHTING" - LIGHTING PROJECTS "MNDOT ANTI -ICING" - ANTI -ICING PROJECTS F&I MARKER POST PER STD. PLATE 8150 PRECAST CONC. HEADWALL WITH RODENT GUARD -SEE STD. PLATE 3131 VAULT INSTALLATION & DRAINAGE SYSTEM (SLOPED AREAS) 2-1/2" X 4" PULL SLOTS -(FC COVER LIFTING 01 VAULT INSTALLATION & DRAINAGE SYSTEM O9 F&I VAULT EXTENSION SECTION AT ALL PULL VAULT O9 VAULT EXTENSION (LEVEL GROUND & ACHIEVABLE DRAINAGE AREAS) INSTALLATIONS TO FACILITATE FUTURE DAMAGE REPAIRS FIBER OPTIC PULL VAULT AT SPLICING LOCATIONS REVISEDS/13/20 S c INSTALLATION DETAIL SECTION THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY OR UU�Efq­fETRQIAN0 THATl ADULY LICENSED PR FE ! TT ESOTA. BOLTON 204A MINNE I2 EAST WILLMAR, MINNESOTA 56201 CITY F Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET ABACKFILL T FINISHED GRADE TO & COMPACT v I , , Phone: JOPENINGS CHECKED F&I VAULT MARKER POST AT FIBER SPLICE x'.52 i - TOP OF LID EXCAVATED AREA WITH SELECTED ON-SITE MATERIALS SPECIFIC NOTES GOO Ao No AND FIBER SLACK COIL LOCATIONS 0 1:6 MAX. SLOPE O1 OPENINGS FOR CONDUIT SHALL BE SEALED WITHMATERIAL N COMPATIBLE SEALANT. (INCIDENTAL) FOR CONDUIT 8" OR AS © DIRECTED EXISTING O2 PLUG CONDUIT OPENING WITH A DRAINABLE COMPOUND (INCIDENTAL) SHALL BE SEALED WITH ( GROUND MATERIAL COMPATIBLE O3 F&I 1.0' COARSE FILTER AGGREGATE UNDER BASE COMPLYING WITH SEALANT. (INCIDENTAL) ATTACH SHEATH MN/DOT 3149.2H. F&I 4" PERFERATED PVC PIPE WITH FILTER GROUNDING UNIT TO PVC SOCK TO PROVIDE DRAINAGE. INCIDENTAL (INCIDENTAL) GENERAL NOTES ® 7 ® RESTORE DISTURBED AREAS FOR TMS INSTALLATION 1. GROUND CONNECTIONS SHALL BE COATED WITH OXIDATION RESTORE & SEED LINILLUSURE WITH SEED AND ROLLED EROSION PREVENTION CATEGORY 20 PROHIBITING COMPOUND. DISTURBED AREAS1 F&I MARKER POST PER MNDOT 2575.3 (INCIDENTAL) SPILT BOLT CONNECTOR PER STD. PLATE 8150 O5 STRIP TOPSOIL FROM VAULT AND SLOPE 2. CABLE SHALL ENTER BELOW THE SUPPORT BRACKETS WITH MIN. O (W/TAPE) 2 CONDUIT PRECASTCONC. AREAS PRIOR TO VAULT INSTALLATION (INCIDENTAL) 70' OF SLACK OUTSIDE OF THE ENCLOSURE FOR EACH CABLE. HEADWALL WITH ©MOUNT LOCATOR BALL ATTACHED WITH BLACK TIE WRAP TO CABLE SHALL BE COILED AROUND INSIDE OF SUPPORT BRACKETS. F&I GROUND ROD RODENT GUARD 40" LENGTH OF 3/4" PVC CONDUIT TO SIT WITHIN 6" OF COVER CABLES SHALL BE CUT TO THE SAME LENGTH AT THE ENCLOSURE. (SEE GROUND ROD ® -SEE STD. PLATE ( 6' OF GREEN INSULATED STRANDED WIRE INSTALLATION DETAIL) 3131 NO.6 3. DO NOT LIFT ENTIRE PULL VAULT WITH COVER ATTACHED BY 33 INCREASE ROCK DEPTH ®DRAIN PIPE MAY BE PLACED IN SIDEWALL OF COVER LIFTING SLOTS. 4" PERFORATED PVC PIPE TO T ONLY IF DRAINPIPE IS UNACHIEVABLE 4" RIGID PVC SDR 35 PULL VAULT TO ACHIEVE DRAINAGE IN AREAS 4. SHEATH GROUNDING DEVICE AND GROUND ROD ARE NOT WITH FILTER SOCK D /o AT 1.0 MIN. GRADE TO WHERE MINIMUM PIPE OUTFALL IS AVAILABLE PLACED IN VAULTS WHERE SPLICING DOES NOT TAKE PLACE. DAYLIGHT INCREASE ROCK DEPTH TO 3.0' IF DRAIN PIPE IS PLACE ABOVE FLOOR HEIGHT. VAULT INSTALLATION & DRAINAGE SYSTEM O9 F&I VAULT EXTENSION SECTION AT ALL PULL VAULT ' (LEVEL GROUND & ACHIEVABLE DRAINAGE AREAS) INSTALLATIONS TO FACILITATE FUTURE DAMAGE REPAIRS FIBER OPTIC PULL VAULT AT SPLICING LOCATIONS REVISEDS/13/20 S INSTALLATION DETAIL THEREBY CERTIFY THAT THIS PIAN,SPECIFICATION, OR gEPORT WAS PREPARED BY OR UU�Efq­fETRQIAN0 THATl ADULY LICENSED PR FE ! TT ESOTA. BOLTON 204A MINNE I2 EAST WILLMAR, MINNESOTA 56201 CITY F Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN%V v I , , Phone: ont�cella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT x'.52 INTERCONNECT PLAN PULL VAULT DETAIL - r@bolton-3956 Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.mm nV, uANCo A V9�t rup ic�n9/2023 Ao No GENERAL NOTES * Add cable identifiers to color coded electrical tape with a permanent marker as shown on this detail. e.g.: 94.41 East 24SM 01467M. 94.41 = Cable ID# East = Direction 24SM = Cable fiber count 01467 = Nearest cable length marking to where the tape is applied. * Electrical tape colors: NB (Blue) SB (Green) EB (Yellow) WB (Orange) Pigtails (White) * The electrical tape with the identifiers is added to: - 334Z -Type Cabinets to within 18" of the entrance conduit on the outer jacket of the fiber optic cable. - Pole Mounted CCN Cabinet between the entrance point and the fiber termination panel. - FO Splice Vaults to within 18" of the splice enclosure and the entrance conduit. - TMS Shelter Cabinets to within 18" of the entrance conduit on the outer jacket of the fiber optic cable and again to within 18" of the splice panel on the inner jacket of the fiber optic cable. * Neatly tape the fiber optic cables together as needed near the fiber enclosure then throughout the length of slack. * Neatly coil the fiber optic cables into the fiber optic hanger brackets inside the vault. REVISED 6/27/18 I SIGN 94-206.70 6MM I LED I J 3342 TYPE DMS CAB. STYLE SIGN coZEEER o CAM 808 POLE MOUNTED CCTV CABINET POLE 94-205.17 0 2/PR#22 �+ r ow/DATA CONTROL z z V SIAMESE � — R w p u PAT H PANEL DMS CAB. DMS 94-206.70 ESM 421M White Tape DMS 94-206.70 6SM 210M White Tape POLE 94-205.17 6SM 511M White Tape CAB 94-212.64 TH 94 E.B. 101 STAVE CAB. 94-212.64 12SM 181M OR SIG. SYS. ID NUMBER White Tape 94-41 East 24SM 01487M Yellow Tape POLE 94-205.17 6SM 400M White Tape * Label the fiber enclosure IOR FIBER splice trays with the fiber ENCLOSURE cable ID# and fiber numbers 94-42 West 24SM 01887M Orange Tape Cab. 94-212.64 12SM 021M White Tape [FIBER OPTIC SPLICE VAULT I I EXCESS CABLE WRAPS IN VAULT NOT I `:. � 94-41 East 24SM 01487M . ... .... Yellow Tape 94-42 West 24SM 01887M POLE 94-205.17 6SM 424M Orange Tape White Tape CAB. 94-212.64 SSM 041M White Tape 94.41 West 24SM 00152M Orange Tape TMS SHELTER CABINET SHELTER NOTES * Label the indoor pigtail six-paks on the outer jacket at both the splice tray/wheel and inside the patch panel to indicate the fiber cable ID # and which six fibers the six-paks are spliced to: (e.g. 94-12 SM7-12) * Label the front of the splice panels with the fiber cable ID#, direction, and fiber count. * Label splice trays/wheels with the fiber cable ID# and the fiber count. * Label the front of patch panels with the fiber cable ID#, direction and fiber count. * Label the sheath grounding unit with the fiber cable ID#, direction and fiber count. 94-41 West 24SM 00142M Orange Tape INDOOR PIGTAIL Splice Panel Patch Panel 94.41 West 24SM 00152M Orange Tape SHEATH GROUNDING UNIT ARMORED SHEATHING �� GROUND FIBER OPTIC CABLE LABELING DETAIL I HEREBY "ISP`"N,SPICAHCATI°",°""E"°RTw"=PREPARED MONTICELLO, MINNESOTA SP 8605 59 (TH 25) =HEFT BY ORCUNDER Y RECESUPERI51 dANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST CIT}• C7F PR EE sT sora. WILLMAR, MINNESOTA 56201 tT iE O LTO N Phone: (3201231-3956 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ^� M E N K N�onticcllo "Ec.E° c7.5 3 ZAC A �pq/S67 I'r r� Email: Will INTERCONNECT PLAN uc"° `"" r �r �lAt/19/2023 www.bolton-menk.com IINIPRm."o. FIBER OPTIC CABLE LABELING DETAIL PULL VAULT ADJACENT TO CCN & NID POLE PROVIDE 15' SLACK — LOOP IN CABINET (APPROXIMATE LOCATION) PROVIDE 30' FIBER CABLE SLACK IN PULLVAULT PULL VAULT ADJACENT TO CABINET 334 SERIES CABINET SIGNAL CABINET POLE MOUNTED CABINET PROVIDE 15' CABLE SLACK PROVIDE 15' SLACK LOOP IN SIGNAL CABINET TMS SHELTER PULLVAULT ADJACENT TO SHELTER 334 SERIES CABINET (APPROXIMATE LOCATION) PROVIDE 15' SLACK LOOP IN CABINET (APPROXIMATE LOCATION) PROVIDE 30' FIBER CABLE SLACK IN PULLVAULT 334 SERIES CABINET PULL VAULT PIGTAIL ADJACENT TO CABINET PULLVAULT ADJACENT TO CABINET PROVIDE 15' SLACK LOOP IN CABINET (APPROXIMATE LOCATION) PIGTAIL/ MICRO -PIGTAIL PROVIDE 30' FIBER CABLE SLACK IN SHELTER POLE MOUNTED CABINET PROVIDE 15' CABLE SLACK PROVIDE SLACK LOOP LENGTH OF SIGN + 15' MICRO -PIGTAIL SLACK LENGTH NOTED IN EACH SCENERIO IS THE FINAL SLACK LENGTH REQUIRED AFTER DEVICES ARE CONNECTED SPI 1r -r7 rnlrl ncl IrzG PROVIDE 70' FIBER ( SLACK PER CABLE A - FO SPLICE LOCATIO1 PROVIDE NOTED FIBER CAB" IN PULL Vj IF NOTED FIBER OPTIC SPLICE VAULT/ PULL VAULT PULL VAULT TMS CABLE FIBER SLACK REVISED 3/06/20 INSTALLATION DETAIL s 2 IHEREBYCERTIFYTHAT THIS%AN,SVECIFICATION,ORREPORTWAS PREPARED B ORUNDER Y RECTfER ISI dANO THATI ADULYLICE-0 PR FE ! 1 L E T! ST ESOTA. R i«�° gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY ❑ F IGxEp NO, WUED FOR MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN n I V LG I V I t Phone: 320 231-3956 (> N�ont�cella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT C7.54 INTERCONNECT PLAN '• 7 Email: Willmar@bolton-menk.com �c M E N K ZAC A /'� �.n8 ru iOn/ 9/2023 Ery Pgp,.ryp. ' www.bolton-menk.mm = FIBER OPTIC SLACK DETAIL FIBER OPTIC SCHEMATIC (FOR SIGNAL COMMUNICATIONS) SIGNAL CABINET SIGNAL CABINET BROADWAY ST & TH 25 (PINE ST) RIVER ST & TH 25 (PINE ST) SIGNAL SYSTEM ID: XXXXXXX SIGNAL SYSTEM ID: XXXXXXX TE NUMBER: XXXX TE NUMBER: XXXX OTDRLENGTH OTDRLENGTH PATCH PANEL PATCH PANEL m c km km TO CABINET TO CABINET ma u, FIELD TERMINATED CABLE END FIELD TERMINATED CABLE END FIBER OPTIC CABLE FIBER OPTIC CABLE FIBER OPTIC CABLE 36-SM (BLOWN) 36-SM (BLOWN) 36-SM (BLOWN) @J 6/) to Vf N to V1 Z Y Z Y Z Z YY Z Y Z Y Q Q Q Q p[ Q K Q :5tiE w w w Q N Q N C0 � Q N Q N m� Q tI'1 .0 m Q � � N O� 0> O� O� O� U 7-36 ZZ d d WZ U d d ww WZ U d ZZ U d WZ 7-36 ww wF— w wH w O O ww w wUNHJCOIL7-36 STRANDS K— UJ Uw K— STRANDS 7-36 IN PULL VAULT °O a! m j — NJj co°O Nj jCOIL INPULLVAULT PULL VAULT PULL VAULT PULL VAULT PULL VAULT s as a� a� r3 IHEREBY CERfl THATTHIS PIAN, SPEORWION, OR REPORT WAS PREPARED ORUUEBS PER PR FE ! T! ESOTA. Rp�y� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201L CITY O F ­.EO NO, WUED FORMONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN :&'TTIfADULYLICENS V I t Phone: 320 231-3956 N�ont�( e& EREpgEp DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c�.55 INTERCONNECT PLAN 7 EmaiI:Willmar@bolton-menk.com �c M E N K ZAC A qn ru Q i On/ 9,2023 Ery Pgp,.ryp. w .bolton-menk.Dom p= FIBER OPTIC SCHEMATIC NOTES: 1. IT SHALL BE THE CONTRATORS RESPONSIBILITY TO UTILIZE THE "ONE CALL EXCAVATION NOTICE SYSTEM" (TELEPHONE NUMBER � 651-454-0002). THIS IS REQUIRED BY MINNESOTA STATUE 2160. _ 2. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL a < LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN c7.56 THE FIELD. CONDUITS UNDER INPLACE ROADWAYS SHALL U REQUIRE BORING. INTERCONNECT PLAN INTERCONNECT LAYOUT 3. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 80 AS NOTED UNLESS OTHERWISE NOTED. 4. EXISTING INTERCONNECT WIRING, CONDUIT, AND HANDHOLES LL j SHALL BE REMOVED UNLESS OTHERWISE NOTED (INCIDENTAL). Lu � In � a 0 a 0 m 3" HDPE CONDUIT (PUSHED): CABLE (65M) (BLOWN) �140 �- SIGNAL CABINET (TH 25 &BROADWAY ST) 140 PIGTAIL TERMINATION 3"HDPE COND 1 -FO CABLE (3 PULL VAULT (COIL 60' FO CABLE (36SM)) r- Ill I"— 1 BLOCK 52 PROJECT WORK AREA BY OTHERS (SHOWN FOR COORDINATION PURPOSES) PULL VAULT (COIL 60' FO CABLE (36SM)) to W PULL VAULT (CO L 60' FO CABLE (36SM)) 3" HDPE CONDUIT (PUSHED): 1 -FO CABLE (36SM) (BLOWN) 1AU LT 65M)) _ f Z---------- �P II �I �I Q I� I II II 3" HDPE CONDUIT (PUSHED): I I 1 -FO CABLE (6SM) (BLOWN) I I I� a� SIGNAL CABINET (TH 25 & EAST RIVER ST) 1 -FO PIGTAIL TERMINATION 1 -FO SPLICE/PATCH PANEL H to W H In a W 25 40 s SCALE FEET "'sPaN,:PE°" "T'°",°"RE"oRTwas"REPaRED OR`UNDER Y RER SUPER ISI AN 6TI ADULY LI'SOTA, PRj�ISRTsT °p�y�+Esorn. VI V LGI V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 t �) �c M E N K Phone: 320 231-3956 7 Email: .bolton-mon-menk.com % www.bolton-menk.com �DESIGNEDMONTICELLO, CITY O F0 Monticello NPR° "° MINNESOTA SP 8605-59 (TH 25)SHEE c7.56 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTu INTERCONNECT PLAN INTERCONNECT LAYOUT ZAC A /'� E. ND � 7 rub �1.6n9/2023 932 930 928 926 924 922 920 6 25 RW R/W 930 � o 00 N N N m o0 N N RW R/W � N .m 924 56' 6--:00:1 00 44' 44' V 44' O N O N n� F` cd 93: mN 0o oo N N m m n00 M 00 O 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 2 RW RW R/W 930 928 RW RW R/W 56' 924 56' 6--:00:1 00 44' 44' V 44' O N O N O N F` cd 93: mN GN "'Ia n00 M 00 O M m O oo 00 � N M m mm ,.y V N m 93U 0 M m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- 92 m VJ N m n N N m m 00 o6 0o m wco m n M N N m m 92 92 N N m m m N H o6 00 934 932 930 928 926 924 922 920 90 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 2 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 RW R/W 930 928 928 RW R/W 924 924 56' 922 0— 00 r5--:75 44' V 44' O N O N O N F` cd 93: mN GN "'Ia n00 M 00 O M m O oo 00 T6 N M m mm ,.y V N m 93U 0 M m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- 92 m VJ N N N m m 00 o6 0o m m n M N N m m 92 92 m N H o6 00 N N m � 92, 92 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 934 932 930 928 926 924 922 920 8 6 92U CL +10 +20 +30 +40 +50 +60 +70 934 932 R/W 930 928 928 926 R/W 924 924 46, 922 0— 00 50 0. 55' V 44' O N O N H N 93: mN GN "'Ia n00 M 00 O -I N p V T6 N M m mm ,.y " N 93U 0 l m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- 92 m VJ N N N m m 00 o6 0o m N N m m 92 92 m N H 00 00 92, 92 v m N N mm oo ob 92: 92, N N m m 8 6 92U CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 RW 930 928 928 926 RW 924 924 48' 922 0— 00 25 0. 52' V 44' O N O N H m as mN GN "'Ia n00 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST `4 W p V T6 N M m • n ,.y N V N m 0 l m N M m N m o6 o6 N N ON m 930 _ � N .m n n ao 00 0 n --- m VJ N N N m m 00 o6 0o m N N m m 92 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 0— 90 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 2 RW RW 930 930 928 RW R 926 56' 5 922 S 50 00 44' 0. V 44' O N O H H FEET as mN GN "'Ia n00 Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ p V T6 N M m mw vN - V N m 0 l m N N m o6 o6 N N ON m 930 _ � N .m n n ao 00 --- m VJ N N N m m 0o m 92 N N m m m N H 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 934 932 920 RW 930 930 928 928 R 926 924 5 922 922 920 00 I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 0. V 44' PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" m W H H FEET as n o •N Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ p V T6 N m mw vN 9/2023 0 m N N m o6 o6 N N ON m 930 _ � N .m n n ao 00 --- — N N m m -70 -60 -50 -40 -30 -20 -10 934 932 920 934 932 930 930 928 928 926 926 924 924 922 922 920 90 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 3 926 3 `0 924 922 uo 920 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 RW 930 930 75 928 48' RW 924 V N N 56' N I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED S 25 V 44' PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" B O LTO N 2040 HIGHWAY 12 EAST WIPlone MINNESOTA 56201 .9 HORZ. VERT. SCALE FEET SCALE FEET as n o & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ p V T6 N NNo0 mw vN 9/2023 0 m N N m o6 o6 N N ON m 930 _ � N .m m --- — 92 m N H 00 00 92 N N mm 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 934 932 52' 930 930 75 928 48' 926 924 V N N 922 920 N I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 50 V 5 10 PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" B O LTO N 2040 HIGHWAY 12 EAST WIPlone MINNESOTA 56201 .9 HORZ. VERT. SCALE FEET SCALE FEET as LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ Nm w .bolton-menk.com c -i mw vN 9/2023 0 o6 o6 N N ON m 930 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 920 70 60 50 40 30 20 10 CL+10 +20 +30 +40 +50 +60 +70 eu 33 RW 54, I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 50 �n r, 0 10 20 0 5 10 PR FE DR UN Ef YJ RECiS PT'(CI51�[d ANO THAST ADULY ESOTAD If % fes`" B O LTO N 2040 HIGHWAY 12 EAST WIPlone MINNESOTA 56201 .9 HORZ. VERT. SCALE FEET SCALE FEET as LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST U5 ru � i On/ Nm w .bolton-menk.com c -i mw vN 9/2023 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +6( +70 -70 -60 -50 -40 -30 -20 -10 CITY ❑F AWN N�onticella ��r�RED 8 6 920 CL +10 +20 +30 +40 +50 +60 +70 I MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CROSS SECTIONS BROADWAY STREET W (CSAH 75) SHEET C9.01 RW RW 54, 50 46' as 93: Nm N06 yN c -i mw vN 930 � N .m --- — 92 92 92, 92: N N m m -70 -60 -50 -40 -30 -20 -10 CITY ❑F AWN N�onticella ��r�RED 8 6 920 CL +10 +20 +30 +40 +50 +60 +70 I MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CROSS SECTIONS BROADWAY STREET W (CSAH 75) SHEET C9.01 734 932 930 928 926 924 922 920 69 25 RWRW 45' 45' 8 00 68 50 m� rl oo — a In 55' m n In W MM Do N NN O1 vm m a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella fb DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 0o Ib N N m m FEET m N 734 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 934 932 930 928 926 924 922 20 920 9 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 RWRW 45' 45' 8 00 68 50 8 25 — a In 55' ro n In W MM Do N NN O1 a Ici m a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K M LA DO m N N On 4-1m rn LQ 0o o6 N N m m 0o m N N m m 934 932 930 928 926 924 922 20 920 9 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 RWRW 45' 45' 8 00 55' 8 25 — a In 55' N pp M Do O O W N Noi W 00 Iq N N N M 0 MM Do N NN O1 a Ici �0 n a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K M LA DO m N N On 4-1m rn LQ ao 00 N N m m 0o m N N m m an ru i On/ 9/2023 00 www.bolton-menk.mm Ery Pgo1 No. BROADWAY STREET W CSAH 75 COP N N On M 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 734 932 930 928 926 924 922 0 M 70 25 0 45' 8 00 55' 930 — a In 928 N pp M Do O O W N Noi W 00 Iq N N N M 0 N 924 a Ici vm a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K M LA DO m N N On 4-1m rn LQ ao 00 N N m m 0o m N N m m 734 932 930 928 926 924 922 0 734 932 930 928 926 924 922 92 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 M 70 25 0 932 v 70 50 930 — a In 928 . W N N N 01 fYl Ol Ol rZ i O1 Noi W 00 Iq N N N M 0 N 924 a Ici 922 920 a In -- a Do m N N On m Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET m N �e M E N K Email: Willmar@bolton-menk.com DO m N N On 4-1m 734 932 930 928 926 924 922 92 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 M 70 25 0 932 m ^ ry tY1 m N r -I 930 — a In 928 928 Noi W 00 Iq N N N M 0 N 924 924 922 920 a In -- a Do m N N On m 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 934 932 930 928 926 924 922 920 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 934 932 M 70 00 0 930 930 928 928 Noi W 00 Iq N N N M 0 N 924 924 922 920 1 — -- In -- a V Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com m rn LQ 0o m N N m m 934 932 930 928 926 924 922 920 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 934 932 932 930 930 928 928 926 926 924 924 922 920 922 920 N6975 O N O W N N 01 V 0 Ol N .66 N N M T 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 934 d 932 930 928 3 926 3 a 0 924 Yo1 922 920 33 R/W 45' 934 932 7 75 930 R/W 55' 928 In CE? n o ''CN In °4 oc 924 922 920 922 920 V Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com rn LQ �� an ru i On/ 9/2023 DO oo m m www.bolton-menk.mm 934 934 932 932 930 930 928 928 926 926 924 924 922 920 922 920 69 50 �y nm a0 N NN HCl �O IHEREBYCERTI FVTHAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED ICENSED PR FE f 1 Ef 1 LICENSED 5�I BY OR UN ER Y RECi5RK!� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti ❑ F 1� DESIGNED Ln DO 00 mm 934 932 930 928 926 924 922 g,n -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -30 CL +10 +20 +30 +40 +50 +60 +70 ;� 0 10 20 Q 5 10 IHEREBYCERTI FVTHAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED ICENSED PR FE f 1 Ef 1 LICENSED 5�I BY OR UN ER Y RECi5RK!� gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET AWN no HORZ. VERT. V Phone: (320)231-3956 ,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT e9.02 SCALE FEET SCALE FEET JUST �e M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS �� an ru i On/ 9/2023 www.bolton-menk.mm Ery Pgo1 No. BROADWAY STREET W CSAH 75 932 930 928 926 924 922 920 71 75 rn N t` 00 N V C, N Ol N am 0 mo of of N N 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 N 71 50 O N N M N ol V al i N O 928 926 ID M O of of N N 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 y 71 00 F,, 71 25fl V 930 N O 928 926 T a ai of N N � Ol 922 920 922 920 � nPR 0 10 IF D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE n LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com oo c6 N N al al N w .bolton-menk.com ai of N N al al 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 y 71 00 � M al VJ V 930 928 928 926 926 a ai of N N � Ol 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 3 928 `3 926 a 0 924 g 922 920 -70 -60 -50 -40 -30 -20 -10 934 932 934 932 72 2 v 70 75 928 ry V N N n M o6 N N O1 Nal N W V N y N 922 920 vm � nPR 0 10 IF D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE n LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com oo c6 N N al al w .bolton-menk.com 9/2023 m N N mm -70 -60 -50 -40 -30 -20 -10 934 932 934 932 72 2 930 928 ry V N N n M o6 N N O1 Nal N 924 924 922 920 vm � nPR 0 10 IF D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE n LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com oo c6 N N al al -70 -60 -50 -40 -30 -20 -10 934 932 934 932 930 930 928 928 926 926 924 924 922 920 922 920 - -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 iu 33 HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED � nPR 0 10 20 0 5 10I D HIGHWAY FE DR UN El YJ RECTS PER ISI AND THAT ADULY LICENSED %`" ;30 LTO N 2040 12 EAST WILLMAR, MINNESOTA 56201 n o HORZ. " SCALE VERT. FEET SCALE FEET LLL V� v Ver & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUSTIN,.UCV' n5 ru DQ i On/ w .bolton-menk.com 9/2023 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 72 00 O a 10 m ry VJ 06 N M N al UJ n N am mm -70 -60 -50 -40 -30 -20 -10 CITY ❑F AWN N�onticella ��r�RED 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9.03 CROSS SECTIONS BROADWAY STREET W CSAH 75 934 932 930 928 926 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 134 934 0 0 332 932 130 BLD 3 FACE BLDG FACE 930 128 _ — _ 928 126 926 I24 924 322 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 934 934 1 0 934 0 0 934 932 BLD FACE 932 932 932 932 BLD 3 FACE 932 930 BLD FACE _-- BLD FACE 930 930 — — 930 928 z -- __-- — —, --- _ _ _ _ — — — 928 928 928 926 928 926 926 926 926 924 926 924 924 924 922 922 922 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 934 932 930 928 926 924 922 70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 934 934 934 0 0 1 10 932 932 932 932 BLD FACE BLD FACE BLD FACE BLD FACE 930 930 930 930 z -- 928 —, --- _ _ _ _ — — — 928 928 � _ _ _ _ — 928 926 926 926 926 924 924 924 924 922 922 922 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 934 934 934 0 0 1 0 932932 932 932 BLD FACE BLD FACE BLD FACE BLD FACE 930 930 930 930 928 --- --__ ___— --- — 928 928 --- -------------- --__ --- 928 926 926 926 926 924 924 924 924 922 922 922 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 0 0 934 932 BLDG FACE 932 930 BLD FACE 930 0 928— —_-- --- 928 926 926 924 924 922 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 C) 10 20 Q 5 10 IHEREBYCERTIFYTHATTHIS PIAN, SPECIRCATION,ORREPORTWASPREPARED BY OR UN ER Y RECTS PER I51 dANO THATI ADULY LICENSED PR FE 1 1 R 1 TI ST ESDTA. Sryk�i( f � � 7� �°p�y� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti ❑ F � 1� I—P MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN no HORZ. VERT. V L U G I V I Phone: (320)231-3956ontl�ella CHECKED 1 DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c9,04 CROSS SECTIONS SCALE FEET SCALE FEET x �c M E N K Email: Willmar@bolton-menk.com JUST an ru /'� i on/ 9/2023 IEryrPgp,.ryp. , ,= www.bolton-menk.mm 'i WALNUT STREET 934 HARED USE 1+6 .54 ARKING LOT ALLEY CONNECTION 932 930 928 926 924 922 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 934 HARED USE 1 0 ARKIN LOT ALLEY CONNECTION932 930 --- --928 926 924 922 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 USE FACE I O1m 9: 60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -60 -50 -40 -30 -20 -10 CHARFn I1QP 934 10 932 BUDC FACE 930 928 926 924 922 920 918 916 CL +10 +20 +30 +40 +50 +60 +70 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 CHARM I ICF -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 934 934 Q SHARED USE 1 0 1 932 932 BLDG FACE 930 930 ---- ---- — 928 928 926 926 924 924 922 922 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 SHARED USE 1+ 0 +40 +50 +60 +70 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 PARKING LOT ALLEY CONNECTION C) l0 20 Q 5 10 IHEREBYCERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECTS PER ISI dANO THATI ADULY LICENSED PR FE f 1 Ef 1 T! ST ESOTA. SryT�I( R 7 °p�y� BOLTON 2040 HIGHWAY12EA5T WILLMAR, MINNESOTA 56201 C I T Y ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN no HORZ. VERT. V L U G I V I Phone: (320)231-3956ontl�ella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c9,05 SCALE FEET SCALE »v 932 930 928 926 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 35 C) l0 20 Q 5 10 IHEREBYCERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UN ER Y RECTS PER ISI dANO THATI ADULY LICENSED PR FE f 1 Ef 1 T! ST ESOTA. SryT�I( R 7 °p�y� BOLTON 2040 HIGHWAY12EA5T WILLMAR, MINNESOTA 56201 C I T Y ❑ F 1� DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN no HORZ. VERT. V L U G I V I Phone: (320)231-3956ontl�ella CHECKED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT c9,05 SCALE FEET SCALE FEET JUST �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ty� ru ion, 912023 W .bolton-menk.Dom EN PRD,. ND. WALNUT STREET = 4 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 2 E2-160] 934 934 2 F CE BLDG FACE 0 10 20 0 5 10 SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE 1ifT' ffeITA�p�N1yWE50TA. BY ORTt� U I gpLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 VERT. " SCALE FEET SCALE BLDG FACE 932 BLDE FACE 932 0 ,HOR2 �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i On/ -- I 930 8928 9/2023 _ __-- 928 6 928 6 926 4924 926 4 2F= -70 60 -50 -40 -30 924 2 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 134 934 E2-15:0:] 332 BLDG F CE 932 BLDC FACE 130 930 128 — — — 928 126 926 I24 924 322 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 4 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 2 0 934 2 BLDG F CE 0 10 20 0 5 10 SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE 1ifT' ffeITA�p�N1yWE50TA. BY ORTt� U I gpLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 VERT. " SCALE FEET SCALE BLDG FACE 932 0 C V � 932 ,HOR2 �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i On/ 930 8 932 .11 NO 9/2023 _ __-- 928 6 930 928 926 4924 928 926 2F= -70 60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 934 934 2 0 932 BLDG F, kCE932 BLDE FACE 930 930 928 _ _ _ _ — 928 926 926 924 924 922 -922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 E 934 932 930 928 926 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 936 HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED 0 10 20 0 5 10 SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE 1ifT' ffeITA�p�N1yWE50TA. BY ORTt� U I gpLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 VERT. " SCALE FEET SCALE FEET C V � 932 ,HOR2 �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i On/ W W W.bolton-menk.com 932 .11 NO 9/2023 — — 936 3 10 936 934 934 932 - 932 930 — — 930 928 928 926 926 924 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 922 +60 +70 936 3 0 934 932 ---- 930 ---` _ 928 926 924 922 0 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 334 934 2 0 )32 932 330 — — — — 930 ---- )28 — _ — — — 928 326 926 324 924 )22 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CIrIT�OFNQvDES-1MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET `HE`R`D DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9 06 CROSS SECTIONS ENTPRD,.NO, WALNUT STREET 934 932 930 928 926 924 922 920 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 936 E3-140] 934 932 930 - - - 928 -- - - - - Lag------ - 926 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -4AA---I-----L- 936 934 932 930 928 926 924 922 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 936 934 932 930 928 926 924 922 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED �n 0 r 0 10 20 5 10 RUEfYJ T'VD PR If BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 562 01 HORZ. VERT. " SCALE FEET SCALE I,. FEETJUST vSTesEOTA & M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com ��� ru � '� i /n9/2023 W Ww.bolton-menk.Com 1.6 28 --- - 934 932 930 928 926 924 922 920 1 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 6 r r r r 934 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9.07 CROSS SECTIONS WALNUT STREET W 9' 924 5 5 25 0 v e ^ m v Ln 924 •� o0 r^ Ln �! mrl v d ^ � .—I m i i 922 i i 922 i 920 920 918 918 916 916 914 914 912 912 910 910 ---i 908908 906r 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 924 924 922 922 920 920 918 918 920 920 916 916 918 918 914 914 916 916 912 912 914 914 910 910 912 912 908 908 910 910 906 906 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 926 926 924 924 922 922 922 922 920 920 920 920 918 918 918 918 916 916 916 916 914 914 914 914 912 912 912 912 910 910 910 910 908 908 908 908 906 906 906 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 922 922 92 920 91 918 91 916 91 914 91 912 a 91 910 a� 90 908 7. - 906 906 m -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 r3 -� Y 0 10 20 0 5 10 THEREBY CERTIN THAT THIS PIAN, SPECIFICATION, OR gEPORT WAS PREPARED BY OR UN ER Y RECTSPER IBI dANO THATI ADULY LICENSED PR FE f 1 Ef 1 T! ST ESOTA. SryT�I(R 7° gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T ti O F 1� Icx[p MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET pgAWN mo HORZ. VERT. V L U G I V I Phone: (320)231-3956 Wig,ontl�ella CHECKED DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT c9.08 CROSS SECTIONS o SCALE FEET SCALE FEET �c M E N K Email: Willmar@bolton-menk.com JUST ty� ru /'� i on/ 9/2023 Ery Pgp,.ryp. w .bolton-menk.Dom p= WALNUT STREET W 9' ^ Ln 5+8 .03 5 5 25 0 v e ^ m v Ln •� o0 r^ Ln �! mrl v d ^ � .—I m i i i i i W 9' ^ Ln 5+8 .03 5 5 0 v e ^ m v Ln �°ti° m o0 r^ Ln 't 00 vi c -I m .-1 mm v d ^ � i i � , i i W 9' ^ Ln 5+8 .03 5 5 0 4 75 ^ m v Ln � N o0 r^ Ln m r^ qp Lrir � fri mm v d ^ � � � , i W 9' ^ Ln 5+8 .03 5 5 0 ^ m v Ln � N o0 r^ Ln m r^ qp Lrir � fri mm W 9' 5 5 0 ^ m v Ln � N o0 r^ Ln m r^ qp Lrir � fri mm � � , W 0 9 8 4 2 0 8 5 0 � .-1 m m r^ qp Lrir � fri mm � � , 93 928 926 92 922 92 RW 0 43' 0 RW 44' 1 0 RW 37' 0 E2,:2:5:] R/W 35' N Lr � — " HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED N i Ol 0 � ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V -70 -60 -50 -40 -30 -20 -10 932 930 928 926 924 922 920 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 RW 42' RW 44' 1 5 RW 38' 0 E2,:2:5:] R/W 35' Ln ^ Li N— – HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED N i Ol 0 � ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com -70 -60 -50 -40 -30 -20 -10 932 930 928 926 924 922 920 932 930 928 926 924 922 920 CL +10 +20 +30 +40 +50 +60 +70 R/ 42' RW 44' 1 0 R/VU 38' 0 E2,:2:5:] R/W 35' HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED N 0 � ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com »v 932 930 928 926 924 922 920 932 930 928 926 924 922 920 918 916 914 912 910 908 R/W 45' RW 44' -10 CL +10 +20 2 0 E2,:2:5:] R/W 35' HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 0 ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET ^ VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com ol v N � Ol JUST / / / W W W.bolton-menk.com / 5 i —1-- — — i i / / i 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 918 916 914 912 934 932 930 928 926 924 922 920 918 916 914 912 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 -70 -60 -50 -40 RW 44' -10 CL +10 +20 2 0 RW 36' 33 HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED 0 ^ 0 Lr 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON N ol no HOR2 VERT. ? SCALE FEET SCALE FEET VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST / / i c�n9/2023 W W W.bolton-menk.com / 934 932 930 928 926 924 922 920 918 916 914 912 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 934 932 930 928 926 924 922 920 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED try 0 10 20 Q 5 10 BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED PR FE f 1 Ef IPyYyTl ELI�� yl[STA�p�N1yWE50TA. U I gpLTON 2040 HIGHWAY 12 EAST WIPhone MINNESOTA 56201 no HOR2 VERT. ? SCALE FEET SCALE FEET VV C V , �c M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST ru i c�n9/2023 W W W.bolton-menk.com 93 93 93 92 92 92 92 92 91 4 R/W R/W 2 43' 1 5 37' 0 ^ 8 N tT N 6 � 2 0 8 934 932 930 928 926 924 922 920 918 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CITY OF DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET N�onti(eRo DHE `ED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9 09 Z.W,CROSS SECTIONS m. ENTPRD,.KID, RIVER STREET 934 932 930 928 926 924 922 920 918 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CITY OF DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET N�onti(eRo DHE `ED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9 09 Z.W,CROSS SECTIONS m. ENTPRD,.KID, RIVER STREET 932 930 928 926 924 922 920 918 916 914 912 910 2+8 11.94ci m N e -I 5 — — i i 932 930 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 924 92 920 918 916 914 912 91 90 6 R/W R/W 4 46' E2,:7:5:] 34' 2 a m `V 5 —`_ --- 2 i � i � 0 8 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 92 926 924 922 92 918 916 914 91 91 90 90 6 R/W R/W 4 45' 2 0 35' 2 N ' 5 — \ — 4— — — — � — — i � 0 � i � i � 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 93 93 928 926 924 922 920 918 916 91 91 91 90 RW RW 2 47' 3 0 33' 0 5 — / i � i i � i � 4 i 2 0 8 »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 92 926 924 922 92 918 916 914 91 91 90 90 6 R/W R/W 4 45' 2 0 35' 2 N ' 5 — \ — 4— — — — � — — i � 0 � i � i � 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 93 93 928 926 924 922 920 918 916 91 91 91 90 RW RW 2 47' 3 0 33' 0 5 — / i � i i � i � 4 i 2 0 8 »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 93 93 928 926 924 922 920 918 916 91 91 91 90 RW RW 2 47' 3 0 33' 0 5 — / i � i i � i � 4 i 2 0 8 »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET »w 932 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION, ORREPORT WAS PREPARED Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BY OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED BOLTON 2040 HIGHWAY I2 EAST SHEET 2 0 10 20 0 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T ti ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella cxrcPED C9. 10 SCALE FEET SCALE FEET JUST /'� �c M E N K Email: Willmar@bolton-menk.com CROSS SECTIONS ung ru i 1.6n9/2023 www.bolton-menk.mm EN PRD,. ND. RIVER STREET 930 928 926 924 922 920 918 916 914 912 910 5 0 930 ---- i N .m i i 926 i i i i i 924 922 922 920 920 930 908 930 928 928 926 926 924 924 922 922 920 920 918 918 916 916 914 914 912 912 910 910 8 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 92 92 920 918 916 914 91 91 90 90 6 R W R W 4 48, 3 0 32, 2 0 - - o m � � N i � .m 4 2 i � i � i 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 92 92 920 918 91 91 91 91 90 90 6 R/W R W 4 47 3 25 33' 2 0 - - � - m v N � 2 � � i 6 4 i 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 5 5 N BLOCK 52 BY OTHERS .m i i i i i 90 -70 -60 -50 -40 -30 -20 -10 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 5 0 N � �04 N BLOCK 5 BY OTHERS .m i --J 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 93 93 93 93 928 926 92 92 920 918 91 91 91 91 90 90 6 R/W R W 4 47 3 25 33' 2 0 - - � - m v N � 2 � � i 6 4 i 2 0 8 6 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 5 5 N BLOCK 52 BY OTHERS .m i i i i i 90 -70 -60 -50 -40 -30 -20 -10 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 5 0 N � �04 N BLOCK 5 BY OTHERS .m i --J 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 5 5 N BLOCK 52 BY OTHERS .m i i i i i 90 -70 -60 -50 -40 -30 -20 -10 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 5 0 N � �04 N BLOCK 5 BY OTHERS .m i --J 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 908 -70 -60 -50 -40 -30 -20 -10 �o 93 92 926 92 92 920 918 91 91 91 91 90 932 930 928 926 924 922 920 918 916 914 912 910 908 CL +10 +20 +30 +40 +50 +60 +70 E5,:] 25 0 8 N .m 4 i i i 4 --- - ------ ---J 2 0 8 ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET ons 930 928 926 924 922 920 918 916 914 912 910 908 ;-u -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 IHEREBYCERTIEYTHATTHIS PIAN, ESPECIFICATION,ORREPORT WAS PREPSE Icx[R MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 'b" Y OR UN ER Y RECTS PER 151 dANO THATI ADULY LICENSED gpLTON 2040 HIGHWAY I2 EAST SHEET 0 lU 20 Q 5 10 PR FE f 1 Ef 1 T! ST ESOTA. C I T Y ❑ F D—N Sryk�i( f � � 7� �°p�y� WILLMAR, MINNESOTA 56201 � V L U G I V I 1� DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. VERT. Phone: (320) 231-3956 ,ontl�ella CHECKED c9.11 SCALE FEET SCALE FEET JUST /'� & M E N K Email: W .Ibol@n-rnen-menk.com CROSS SECTIONS ru.11 NO i 1.6n9/2023 www.bolton-menk.mm EMPRD,.ND. RIVER STREET 928 926 924 922 920 918 916 914 912 910 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 930 928 926 924 922 920 918 916 914 912 910 -30 -20 6 5 7 0 +70 33 a BLOCK 5 BY OTHERSm i .m try 10 20 Q 5 10 PR BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED FE f 1 Ef I PyYy Tl ELI�� yl[STA�p�N1yWE50TA. gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 n o HOR20 VERT. " SCALE FEET SCALE FEET i &M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST Uma ru i on/ i w .bolton-menk.com -- ---- ,i 9/2023 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 930 928 926 924 922 920 918 916 914 912 910 930 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 a 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 6 5 +30 +40 +50 +60 +70 33 i � BLOCK 5 BY OTHERSm i HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED try 10 20 Q 5 10 PR BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED FE f 1 Ef I PyYy Tl ELI�� yl[STA�p�N1yWE50TA. gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 n o HOR20 VERT. " SCALE FEET SCALE FEET &M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST Uma ru i on/ 930 928 926 924 922 920 918 916 914 912 910 908 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 a 932 930 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 33 i � � HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED try 10 20 Q 5 10 PR BY OR UN ER Y RECi SIIIIJJJJPERr151Q�d ANO THATI ggqppppppA DULY LICENSED FE f 1 Ef I PyYy Tl ELI�� yl[STA�p�N1yWE50TA. gpLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 n o HOR20 VERT. " SCALE FEET SCALE FEET &M E N K Phone: (320) 231-3956 Email: Willmar@bolton-menk.com JUST Uma ru i on/ w .bolton-menk.com 9/2023 92 926 924 922 920 918 916 91 91 91 90 90 E7-15:0: 8 4 0 8 6 N O1 BLOCK 5 BY OTHERS — --- i � � � i -70 -60 -50 -40 -30 -20 -10 w 928 92 92 922 920 918 916 914 912 91 90 930 928 926 924 922 920 918 916 914 912 910 908 906 CL +10 +20 +30 +40 +50 +60 +70 7 25 m 6 N BLOCK 5 BY OTHERS 4 --- ---- � � i / ---- --- 0 8 Ips 928 926 924 922 920 918 916 914 912 910 908 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70 CITY OF DESIGNED MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET r N�ontiCeRo DHE `ED DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT C9.12 CROSS SECTIONS ENTP-,NG, RIVER STREET STREETSCAPE GENERAL NOTES: 1. UNDERGROUND UTILITIES: FIELD LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR INSTALLATION OF SITE IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN PROPOSED SITE IMPROVEMENTS AND EXISTING OR PROPOSED UTILITIES, IMMEDIATELY ADVISE THE OWNERS REPRESENTATIVE. 2. SPOT ELEVATIONS: WHERE SHOWN ON THESE DRAWINGS, SPOT ELEVATIONS ARE TO THE TOP OF FINISH SURFACES 3. DIMENSIONS: DIMENSIONS ARE FROM BACK OF CURB UNLESS NOTED OR SHOWN OTHERWISE ON THE DRAWINGS. 4. HORIZONTAL CONTROL: HORIZONTAL CONTROL FOR THE LAYOUT OF SITE IMPROVEMENTS WILL BE PROVIDED BY THE ENGINEER. STATIONS AND OFFSETS INDICATED ON THE DRAWINGS ARE RELATIVE TO THE ROADWAY STATIONING. 5. ISOLATION JOINTS IN SIDEWALK PAVING: GENERALLY, ISOLATION JOINTS WILL BE LOCATED ALONG THE BACK OF CURB BETWEEN SIDEWALK PAVEMENTS AND PERMANENT STRUCTURES, WALLS AND BUILDINGS. ISOLATION JOINTS WILL ALSO BE LOCATED WHERE THE SIDEWALK PAVEMENT TURNS OR CHANGES DIRECTION, AND AT EVERY 100 FOOT MARK OF LINEAR SIDEWALK. 6. ALL SIDEWALKS AND CONCRETE SURFACES TO HAVE A LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED, TYPICAL. 7. SAWCUTS TO BE MADE AS SHOWN ON PLANS UNLESS CONTRACTOR SUBMITTAL OTHERWISE APPROVED BY OWNERS REP. 8. CONTRACTOR IS TO PRESERVE AND PROTECT EXISTING VEGETATION TO REMAIN AT ALL STAGES OF CONSTRUCTION. DAMAGED PLANT MATERIAL WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. CONTRACTOR IS TO PRESERVE AND PROTECT EXISTING BUILDINGS AND FOUNDATIONS AT ALL STAGES OF CONSTRUCTION. 10. CONTRACTOR IS TO VERIFY THAT ALL SLOPES, CROSS SLOPES, LONGITUDINAL SLOPES, DROP CURB SLOPES, ETC. DO NOT EXCEED ADA MAXIMUMS. CONTRACTOR IS TO NOTIFY OWNER'S REPRESENTATIVE IF SLOPES EXCEED GUIDELINE RECOMMENDATIONS. PLANTING AND SITE RESTORATION NOTES: 1. TREES, SHRUBS AND PERENNIALS ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE IS A CONFLICT BETWEEN THE QUANTITIES SHOWN ON THE DRAWING AND THE QUANTITIES SHOWN IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL. 2. PLANTING LAYOUT: LAYOUT A TYPICAL SHRUB AND PERENNIAL BED LAYOUT, AND OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 3. SHRUB AND PERENNIAL GROUPINGS SHALL BE PLANTED AND MULCHED IN ONE CONTINUOUSLY MULCHED BED. MULCH TO BE INSTALLED ATA DEPTH OF 3" AND CONSIDERED INCIDENTALTO THE PLANT MATERIAL UNIT BID PRICE. 4. SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, UNLESS OTHERWISE INDICATED ON LANDSCAPE PLANS. SEED PER SPECIFICATION MANUAL AND SCHEDULE OF UNIT PRICES. 5. RESTORE DISTURBED LAWN WITH TURFGRASS SOD UNLESS OTHERWISE NOTED. STREETSCAPE PLAN SHEET INDEX: I I I I I I I I I I I I I I RIVER STREET I I I I I� I 0 N \ SEE SHEET L2.10 -- r u' N. I I ' 13 of W N W J I w rn Y .fl W„rI BROADWAYSTREETW SEE oLu ET L1.02 L2.01 SEE SHEET L1.03 L2.02=4-- (CSAH 75) SEE SHEET L1.04 L2.03 SEE SHEET L1.05 L2.04 SEE SHEET L1.06 L2.05 F N w F- V) N F Z O a Z J > wQ z J AS II lAH1E��ROE§l♦q EVICHT�H]■yU_�THISAN,SPRIIF1R0J.ijATREEFORTWOTA. PREPARED ONHEVW\Hf15NIED V Saro VeIrutIon9/2023 �3 0 LTO N 2040 HIGH WAY I1 EAST CITY O F EH/B WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956r;la/ Montice o °1BH/aJ/EI �c M E N K Email: Willmar@bolton-menk.com ` wERTEPJH/JI www.bolton-menk.com Ra �+D SEE SHEET L1.11 / L2.11 SEE SHEET L1.07 / L2.06 Lr3L L MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS STREETSCAPE INDEX SHEET L1.01 W cc Ln LnW U BROADWAY STREET W (CSAH 75) ;a. 4 e.° y 30 30 ° 30 OF OF OE OE OEC OE /y -yo LL uj Ljj LL 1 / o / Z STA:48+78.30 i1.37' LT [ OE OEC OE OF B OE OE OE BROADWAY STREET W (CSAH 75) STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BY OWNER, N.I.C) 0 LITTER RECEPTACLE (BY OWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BYOWNER, © FREE STANDING BLOCK NJ. C) ® CITY STANDARD BENCH (BYOWNER, N.LC) SO BENCH SWING (BYOWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE DO RETAINING WALL, 1' HIGH SHEET L3.03 70 TREE GUARD (ALTERNATE 2), SEE SHEET L3.06 B O STREETSCAPE COUNTER TOP (ALTERNATE D, AO FREE STANDING BLOCK SEE SHEET L3.06 9 O URBAN WAYFINDING KIOSK SIGN, © FREE STANDING BLOCK SEE SHEET L3.13 O POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, THIGH SEE SHEET L3.14 © POLE MOUNTED WAYFINDING SIGN, DO RETAINING WALL, 1' HIGH SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 i STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 ---- 8" COLORED CONCRETE WARNING BAND, SEE SHEET L _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH O RETAINING WALL, V HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) DO RETAINING WALL, 1' HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) EO CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS FO AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) Y ." r .' Ly yy L .v ..y v . �y Ly r y .Y yi yY Y' . Y vY Y' Ly v y .v ' y" Y .' yr ." - . , yy yY .y y ." r y y y. y , yy .y yY ,y Y .y'y y .y .Y .y ' v yyv Y .° .y . ,• , y Y , � Y/% �" • ,y yy . LY PROTECT EXISTING I LIGHT POLE IN PLACE El cc \ c o I m J 3 w N I HEREBY CERTIFY THATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED -N[o p UNDE0. Y 0.ECr5 PER ISI ANDTHATI ADULY LICENSED 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 30 20 cH HF AT F ora. CITY (7 F "RAW BOLTON WILLMAR, MINNESOTA 56201 ` of HE f , �r3GL BH/B/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L1.02 5o HORZ Emaii: Willmar@bolton-me k.com Mo4fAo OLECR SCALE FEET Sam K E"1H/JK STREETSCAPE PLANS % Sig- ru Q Ran, 9/2023 �e M E N K www.bolton-menk.com i=a owiizisls BROADWAY STREET W (CSAH 75) I W y y y — CE OE of T DE — of — of — O W I I W n G - LL ry rrr rr9rr r r •r. r v rrrr rr rrr r rr�yy' � rr. rr .r r ,rr•rry . v> ^ r rr . rvi y err r�>rr.r'rrrr'� ir r r.ryyrr ;rryrr ryyrrvyyrryrry rr BROADWAY STREET W (CSAH 75) STA:53+70.57— 4.15' LT 0 10 20 HORZ. SCALE FEET II HERp EOCERTIFY ER THAT THIS SPE RyISIIIFIANION, OR DTHAT IR,,E�EPO DULY PREPARED CH■y_��lyp�t�HE14WIgF�jHJ,ijATfFJIWOTA. Se ­056n. K 56n ru \U On/ ,2023 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE21, SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 0 AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) WI2040 HIGHWAYMINNESOTA 0-201BOLTON Phone: (320) il: Willmartobollenco m& MENK www.bolton-menk.com PROTECT EXISTING LIGHT POLE IN PLACE STREETSCAPE FURNITURE LEGEND: 0 BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) 5O BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 CITY OF 1� "RBH/BJ/EI Montice o weRTEr aH/JJI I I I I I I I I I I I I I I STA 54+24 57J 0.47' LT I I 1 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 0 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 _ POROUS PAVEMENT, SEE SHEET L3.02 _ 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT BROADWAY STREET W (CSAH SHEET L1.03 i a I Wi-�- w L1J �w I � Iw BROADWAY STREET W (CSAH 75) I I I I II I- I I I I j, ISI I�I I II STA:62+11.54 I I� 5.04' LT qL \�yl yy »� y ,l ><> , y �Y • yL .y v y r y .. :�"r m �y ,y v ., r © ,y .v Y ry yy v y, Y Yy . , L I I I I I I I A �^ I o w L1J I I I II I I STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q BIKE RACK (BY OWNER, N.I.C) STREETSCAPE COUNTER TOP (ALTERNATE I), ® AO FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE)( MESABI (MESABI BLACK GRANITE) URBAN WAYFINDING KIOSK SIGN, 6" CONCRETE WALK SPECIAL - TYPE 1 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT- TYPE A, B, & C (BY OWNER, O SEE SHEET L3.13 (CARNELIAN GRANITE) BLOCK (MESABI BLACK) MIX) � 6" CONCRETE WALK SPECIAL - TYPE 2 POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH ® CITY STANDARD BENCH (BY OWNER, MIX) SEE SHEET L3.14 � ----� BLOCK (CARNELIAN) BLOCK (MESABI BLACK) I STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 + QD RETAINING WALL, V HIGH O CONCRETE ADJACENT SOBENCH SWING (BY OWNER, MIX) POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 POROUS PAVEMENT, SEE SHEET L3.02 BLOCK (CARNELIAN) WALL (MESABI BLACK) a QE CONCRETE ADJACENTQ © TABLE AND CHAIRS, (BY OWNER, N.I.c) SEE SHEET L3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 7Q TREE GUARD (ALTERNATE 2/, SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), OF AMPHITHEATER SEAT ® a �I WALL BLOCK (CARNELIAN) PER SPECIFICATION NI r' 0 10 20 HORZ HEREBY CERTIFY THATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDE0. Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED LAO CH HE AT F orAA �/.J� �t �°/�W�y� I V I BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: CITY O F Montice�o of SIGN[G EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET GRAw BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT 5o SCALE FEET /r -a & M E N K Email: Willmar@bolton-me k.com ig� E�K EGJH/JK L1.04 STREETSCAPE PLANS Sam K yin ru Ran, B/2023 % www.bolton-menk.com i=a OW1127815 BROADWAY STREET W (CSAH 75) I AO FREE STANDING BLOCK © ~ Lw PLANTER POT - TYPE A, B, & C (BY OWNER, ' O LW I^ RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) a, BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj 1® BLOCK (CARNELIAN) 04MMr BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH 2 w in I— — — 0 10 20 HORZ. SCALE FEET II HER��EOREDNDIFY ER THAT 0.EICT AN,SPPIE IIFIANIDTHARIREE��yFppORTWAS PREPARED lA1O§l� CH ■y_��yp�tHE l4WI gF�jHJ,ijAT66FJIWOTA. Se -056n. K 56n ru QU \/COn/ ,2023 U O AO FREE STANDING BLOCK © ~ Lw PLANTER POT - TYPE A, B, & C (BY OWNER, ' © FREE STANDING BLOCK LW I^ RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj 1® BLOCK (CARNELIAN) 04MMr U O F- L! 0 � 15.0 TYP. SEE SHEETS C7 FOR SIGNAL _ PLANS V V PLANTER POTS TO BE FILLED AND PLANTED BY OWNER �L 6.0' UR ALL BROADWAY STREET W (CSAH 75) > V \ / SEE SHEETS C7 FOR J " SIGNAL PLANS J \ \ LL T v n m V JJ LL \ SEE SHEETS C7 \� FOR SIGNAL PLANS 1 n ,-44.30'LT b -E- E -E E ° ° Il 0 \ E :A I ° PLANTER POT B ■ PLANTER POT C I PLANTER POT A STA:65+37.29— � 32.14' RT STRUCTURAL SOIL MIX, TYP. 7--E—E—ILE O b e n o O A ~ 15.5',14.0', TY P. s. w N — ]+I I STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj 1® BLOCK (CARNELIAN) 04MMr BLOCK (MESABI BLACK) F- L! 0 � 15.0 TYP. SEE SHEETS C7 FOR SIGNAL _ PLANS V V PLANTER POTS TO BE FILLED AND PLANTED BY OWNER �L 6.0' UR ALL BROADWAY STREET W (CSAH 75) > V \ / SEE SHEETS C7 FOR J " SIGNAL PLANS J \ \ LL T v n m V JJ LL \ SEE SHEETS C7 \� FOR SIGNAL PLANS 1 n ,-44.30'LT b -E- E -E E ° ° Il 0 \ E :A I ° PLANTER POT B ■ PLANTER POT C I PLANTER POT A STA:65+37.29— � 32.14' RT STRUCTURAL SOIL MIX, TYP. 7--E—E—ILE O b e n o O A ~ 15.5',14.0', TY P. s. w N — ]+I I STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE21, SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS OF AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) :30 LTO N WI20,10 LLMAR,PhoneGHWAY 12 EAST lr13 0)2301-3956201 & M E N K Email: Willmar@bolton-menk.com www.bolton-menk.comk.com 10 BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) 5O BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 CITY OF "RBH/Bl/EI Monifce oweRTEr aH j/1I 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS BROADWAY STREET W (CSAH 75) n SHEET L1.05 { STRUCTURAL 333-3 ,_ I a �, STA:66+64.831 Y (Refer to sheet L3.09 for stone type details) SOIL MIX, TYP. _ 41.27' LT O ' STA:65+81.30 3 3 3 STRUCTURAL I 44.33' LT SOIL MIX, TYP. FREE STANDING BLOCK I� in MAI STA:65+94.41 8.50' LT _ PLANTER POTS TO BE r I FILLED AND PLANTED PROTECT EXISTING SCULPTURE © FREE STANDING BLOCK O I O y O SEE SHEET L3.13 ISO (CARNELIAN GRANITE) I — Lu BLOCK (MESABI BLACK) _ N.I.C) 6" CONCRETE WALK SPECIAL - TYPE 2 � 9.0', \ �.YL`�- � as I `` { STRUCTURAL 333-3 ,_ I a �, STA:66+64.831 Y (Refer to sheet L3.09 for stone type details) SOIL MIX, TYP. _ 41.27' LT O ' STA:65+81.30 3 3 3 STRUCTURAL I 44.33' LT SOIL MIX, TYP. FREE STANDING BLOCK I� in E STA:65+94.41 8.50' LT _ PLANTING PLANV T STONE TYPES LEGEND: 7.0' TYPE y i STRUCTURAL \ SOIL MIX, TYP. STA:67+44.56 34.77' LT STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: � (Refer to sheet L3.09 for stone type details) Q BIKE RACK (BY OWNER, N.I.C) O ' FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) E (LIMESTONE)( PLANTER POTS TO BE I FILLED AND PLANTED PROTECT EXISTING SCULPTURE © FREE STANDING BLOCK O BY OWNER FOUNDATION IN PLACE o O y O SEE SHEET L3.13 (CARNELIAN GRANITE) I — Lu BLOCK (MESABI BLACK) _ N.I.C) 6" CONCRETE WALK SPECIAL - TYPE 2 � 9.0', \ �.YL`�- � as I `` �► o _ POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH J I PLANTER POT B LPLANTER POT C PLANTER POT A SEE SHEET L3.14 ----, I BLOCK (CARNELIAN) BLOCK (MESABI BLACK) T T o r QD RETAINING WALL, V HIGH �ri r SEE L2 SHEETS FOR SOBENCH / 7_ I PLANTING PLAN BLOCK (CARNELIAN) u 1 E / E STAI68+13.74_Ef= 43.69' RT I \ „ QE CONCRETE ADJACENT E r TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEETL3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 I 125 Ae 150 10.0 150' Q o I N BOULDERS 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 W W I OF AMPHITHEATER SEAT 1 N ® a �I WALL BLOCK (CARNELIAN) 1 NI O 10 20 HORZ HEREVIPREPARED CERTIFY THATTHIS PI -AN, SPECIFICATION, OR REPORT B�0.ETHER aHSED A �O STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details) Q BIKE RACK (BY OWNER, N.I.C) STREETSCAPE COUNTER TOP (ALTERNATE I), ® FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE)( (MESABI BLACK GRANITE) MESABI URBAN WAYFINDING KIOSK SIGN, 6" CONCRETE WALK SPECIAL - TYPE 1 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT- TYPE A, B, & C (BY OWNER, O SEE SHEET L3.13 (CARNELIAN GRANITE) BLOCK (MESABI BLACK) N.I.C) 6" CONCRETE WALK SPECIAL - TYPE 2 POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH ® CITY STANDARD BENCH (BY OWNER, N.I.C) SEE SHEET L3.14 ----, BLOCK (CARNELIAN) BLOCK (MESABI BLACK) I STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 + QD RETAINING WALL, V HIGH O CONCRETE ADJACENT SOBENCH SWING (BY OWNER, N.I.C) POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 POROUS PAVEMENT, SEE SHEET L3.02 BLOCK (CARNELIAN) WALL (MESABI BLACK) a QE CONCRETE ADJACENT © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEETL3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 Q SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), OF AMPHITHEATER SEAT ® a �I WALL BLOCK (CARNELIAN) PER SPECIFICATION NI O 10 20 HORZ HEREVIPREPARED CERTIFY THATTHIS PI -AN, SPECIFICATION, OR REPORT B�0.ETHER aHSED A �O BOLTON HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone:a CITY nF Mo4fAo No, EH/Bl I.—FOP IATE MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEETW w BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E FEET & MENK mail: Willmr@bolton-mk.com eSCALE rL O,E�K E L1.0 6 STREETSCAPE PLANS Sa u Ran, a,oP—NO, www.bolton-menk.com wizisls BROADWAY STREET W (CSAH 75) 5"IHENEi 1 "ENE +44.99 i 10 �ENlE� �::.....:�EE > n F .�._ ...15.0 TYP.-. 10.0, IYY� 15A IYP.,, .. n. Q�� .A� a — —® A Gg��' G 3 _ — / v� ' % DECORATIVE JOINTING TYP. _STA 70+65 STA:71+39.07 4.0 STA:69+56.20 1 l/ 1 11 /3 29.18'LT V 3 v 27.92' LT 3' O.C. EACH WAY, SEE.R—a-3— —'— 28.6T LT /a _ _SEE SHEETS C7 FOR I SHEET L3.02UCTUSTUCTUfAL STRUCTURAL SIGNAL PLANS PLANTER POTS TO BE y SOILMX,TYP. a SOIL MIX, TYP. v FILLED AND PLANTED WSEE SHEETS C7 FOR v BY OWNER m STA:70+14.96 — STA:71+33.59 W SIGNAL PLANS g 6.0' 1 3.49' LT in 6.0' I— LT 3 0000 L cc a.o', L.�\ I� s — _ — X00 �L.\ � NP. Qv PLANTER POT C L SEE L2 SHEETS FOR I PLANTER POT A PLANTER POTS TO BE PLANTER POT B PLANTING PLAN PLANTER POT B FILLED AND PLANTED E < �E—�< PLANTER POT C F BY OWNER PLANTER POT A = _ T _ V T _ _ _ T _ _ BROADWAY STREET W (CSAH 75) T (S] i ? T T ? II ? T ? T T T T T IT T T T T T T T T STRUCTURAL vim»—:>—»—» SOIL MIX, TYP. >> T » »—» >�—» » »—>> » » »�>STRUCTURAL —» »— `SSTRUC EE SHEETS C7 FOR T T T T - SOIL MIX, TYP. 'ETURAL/ E SOIL MIX, TYP. SIGNAL PLANS STA:69+79.41 _ 49.29' RT E—E—E— STA:70+62.41 ESE—E—e E-STA:71+47.41 Ea —E —q�E Lo I —<c •e, a'ao'a EL�E—Ee—E E E—E—ET— E E E T T 48.77'RT z T T 48.23' RT I o0 1 e3 a4 O O I� A n. ..:. a °E a .'a " I -- — -r—I .e a ...D _, 15.5', TYP. 15.0' 10.0 15.0 J �P I x I LO --- STONE TYPES LEGEND: STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q BIKE RACK (BY OWNER, N.I.C) STREETSCAPE COUNTER TOP (ALTERNATE I), ® AO FREE STANDING BLOCK © FREE STANDING BLOCK RECEPTACLE (BYOWNER, N.I. C) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE)( MESABI (MESABI BLACK GRANITE) URBAN WAYFINDING KIOSK SIGN, E 6" CONCRETE WALK SPECIAL - TYPE 1 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT- TYPE A, B, & C (BY OWNER, O SEE SHEET L3.13 (CARNELIAN GRANITE) BLOCK (MESABI BLACK) MIX) � 6" CONCRETE WALK SPECIAL - TYPE 2 POLE MOUNTED PUBLIC PARKING SIGN, © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH ® CITY STANDARD BENCH (BY OWNER, MIX) SEE SHEET L3.14 � ----I BLOCK (CARNELIAN) BLOCK (MESABI BLACK) I STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 + QD RETAINING WALL, V HIGH O CONCRETE ADJACENT SOBENCH SWING (BY OWNER, MIX) POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 POROUS PAVEMENT, SEE SHEET L3.02 BLOCK (CARNELIAN) WALL (MESABI BLACK) a QE CONCRETE ADJACENT © TABLE AND CHAIRS, (BY OWNER, N.I.c) SEE SHEETL3.03 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 Q SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), OF AMPHITHEATER SEAT ® a �I WALL BLOCK (CARNELIAN) PER SPECIFICATION NI O 10 20 HORZ CERTIFY THATTHIS PI -AN, SPECIFICATION, OR REPORT HEREPREPARED BO�0.ET5 HER aHSED A BOLTON 2040 HIGHWAY 12 EAST WILLMAR, MINNESOTA 56201 Phone:7 CITY OF MoniAoSTREETSCAPE EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEETW w "RAH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E FEET & MENK aeSCALE mail: Willmr@bolton-mk.comJH/JK L1.0 PLANS Sa ynu �^nB/2023 www.bolton-menk.comyL W127815 O1ix BROADWAY STREET W (CSAH 75) v W < I < <¢ LMJ 4' a �\ tt -� STA:72+12.40 cc . Q p ����� 47.79' RT - \ a - (/� ✓ I g z Z _ PINE STREET PARKLET ENLARGEMENT PLAN, SEE SHEET 1-1.14�_ Q U u h i� h W O P.. °' o;p... 3 �C O Q 1 T 1 Q SEE SHEETS C7 N O .. J ? O FOR SIGNAL _ 1 yl 1 v PLANS Y -i-- > U Do I : 1 1 1 O O - - - I � � 1 I I I I (jr- ��. I I {O� I 1 0 v 1 - - --- ---1 - ---a- � � 1 1 - ------ : P — '; �\ u _ •ee •:: I EDE Q OF OF OL ( OF OE E OF OE OE of UE OE — DE ` — _. - J— ---t • p. , °;oo, o ,: • — —1 Caoa � BLOCK 51 PROJECT WORK AREA BY OTHERS (SHOWN FOR COORDINATION PURPOSES) ,___., ... A. CONTRACTOR TO INSTALL LIGHTING AND WIRING; BLOCK 52 TO INSTALL FOUNDATION BASE AND CONDUIT » PINE STREET . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W'a o I 1 i " Q� J �� STONE TYPES LEGEND ° STREETSCAPE MATERIALS LEGEND: p I _ _ :. .` . fl . C 3 I (Refer to sheet 6 CONCRETE WALK `:. - `":: -- - 0 N U u AO FREE STANDING BLOCK GO FREE STANDING BLOCK (LIMESTONE) 6" CONCRETE WALK SPECIAL TYPE 1 Z z 0 - _._:. ._._. ....... I .. ... ... ;. _::, _: ......._._ .._._......... _:... _._:...._..._:......._. ": .,.. .. ... "._. .. "," _:` - I O -. C -_ 3 o (MESABI BLACK GRANITE) - ©FREE STANDING BLOCK O RETAINING WALL, THIGH (CARNELIANGRANITE)BLOCK (MESABI BLACK) 6" CONCRETE WALK SPECIAL - TYPE 2 v RETAINING WALL, 2' HIGH Oj RETAINING WALL, V HIGH ---- STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 v BLOCK (CARNELIAN) BLOCK (MESABI BLACK)- rc a _ � `. ` . (� J .. .: ,.:' '. m . "' E OD RETAINING WALL, 1' HIGH O CONCRETE ADJACENT POROUS PAVEMENT, SEE SHEET L3.02 a i 1 - � �-i -- I ! �— � � -- �I-� e E ` ' _ • BLOCK (CARNELIAN) WALL (MESABI BLACK) 8" COLORED CONCRETE WARNING BAND, SEE SHEE z _ i �' e . a CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), 3 - - - - --- -- O BLOCK 52 PROJECT WOR K ARI Y OTHERS — t— — COORDINATION AREA 8 O ( SHOWN FOR COORDINA PURPOSES) —I I— BLOCK 52 PROJECT WORK AREA BY OTHERS (SHOWN FOR C COORDINATION PURPOSES) ` QF AMPHITHEATER SEAT PER SPECIFICATION WALL BLOCK (CARNELIAN) w I I _ % o- • ° e • •• :,e •• J •oe •e• I I :::::::: sa aae W STREETSCAPE FURNITURE LEGEND: IL COUNTER 1), N 10 BIKE RACK (eV OWNER, N.I.CJ® STREETSCAPE TOP (ALTERNATE SEE SHEET -3.06 Q LITTER RECEPTACLE (BYOWNER, N.I.CJ URBAN WAYFINDING KIOSK SIGN, O a O PLANTER POT - TYPE A, B, & C (BY OWNER, SEE SHEET -3.13 MIX) POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.LC) SEE SHEET 1-3.14 BENCH SWING (BY OWNER, N.1.0 ® 50 LEMONED WAYFINDING SIGN, TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7 TREE GUARD (ALTERNATE 2), SEE SHEET L3.06 N r' O 10 20 HORZ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDE0. Y 0.ECT5 PER I51 ANDTHATI ADULY LICENSED LAO CH HE AT P DTA �/.J� /A'I 2040 HIGH WAY I2 EAST BOLTON WILLMAR, MINNESOTA 56201 CITY O F `_ , �irlaL MonfiAo of SIGNED EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET GRAw BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 5 " SCALE FEET /r- 9 Email: Willmar@bolton-me k.com �c M E N K www.bolton-menk.com wECKEGJH/JK 1-1.08 STREETSCAPE PLANS Sam K �''� Sig- ru i an, wEOW1127815 % i= Q 1/2023 PINE STREET z a O m AA) FREE STANDING BLOCK • FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, O I w W I 00 2 A w 0 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) I X © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH \ TREE GUARD (ALTERNATE21, SEE SHEET L3.06 z L) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) I I WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) � OF AMPHITHEATER SEAT Sam K Sig ru Q i n/ ,2.23 6.66' WALL BLOCK (CARNELIAN) i= ° 6.3' • • o J 10.2' 12.66' TYP. 12.66' TYP. e TYPE a -_ - lO■■M■■ 1 \y.1 \ SEESHEE 1LT 12 12.5' TYP. , TYP. r. 6.25' D • G `STA:0+71.74 STA:0+96.74 STA:1+21.74 STA:0+48.85 16.98' LT _ 16.97' LT 16.95' LT x I 9.38' LT STRUCTURAL f 'I- STEEI PI ANT -FIR CURB CONTROL CABI C AND J _ CONTROL CABINET, 3 > -> > ' 3• > > > >-r > SEE I SHEETS I ^ o DECORATIVE JOINTING 3' O.C. SEE L2 SHEETS FOR -I� I I _ I - EACH WAY, SEE SHEET L3.02 PLANTING PLAN I I I �I 20 I STA-1+49 .99STA:0+65.9 STA:0+86.99 STA:1+07.99 STA:1+28.991 3TA:0+44.99 32.4'RT RT 19'3 300' RT . STRUCTURAL OIL MIX, TYP.0Srr n \ ^ ■ v 0 o I - A �I N I STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AA) FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE21, SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) I I WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS OF AMPHITHEATER SEAT Sam K Sig ru Q i n/ ,2.23 WALL BLOCK (CARNELIAN) i= STREETSCAPE FURNITURE LEGEND: Q BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, CITY O F `_ Mo4fAo I I ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE IImo•••• I 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 E i SCALE FEET % ' I I ,(320) Email: Willmartobollenk.com com www.bolton-menk.com L `""" / � RaH 1�K a owlizisls ° • I Sam K Sig ru Q i n/ ,2.23 i= ° 6.3' • • o J 10.2' 12.66' TYP. 12.66' TYP. e TYPE a -_ - lO■■M■■ Y w I.,_t W :' N I 'LS STA:2+12.00 STA:2+37.32 / 62.64 STA: STA:2+87.96 16.90' LT 16.6.\LT 16� 7 LT - I 16.85' LT I iTA:1+89.02 STRUCTURAL SOIL MIX, TYP. ).36' LT �. `/ ■��■■■■■ ■■■■■■■■®■■■ STREETSCAPE FURNITURE LEGEND: Q BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, CITY O F `_ Mo4fAo N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 E i SCALE FEET % �c M E N K ,(320) Email: Willmartobollenk.com com www.bolton-menk.com L `""" / � RaH 1�K a owlizisls STREETSCAPE PLANS • I Sam K Sig ru Q i n/ ,2.23 i= • • WALNUT STREET II lO■■M■■ 0 Eft SOMME �. ■��■■■■■ ■■■■■■■■®■■■ STREETSCAPE FURNITURE LEGEND: Q BIKE RACK (BY OWNER, N.I.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, CITY O F `_ Mo4fAo N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE21, SEE SHEET L3.06 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 Iwo BIKE _ 9 �iFi S STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION 1°�° r' 0 10 20 HORZ. HEREDYCERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDE0. Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED LAO CH HE AT F ora. ���-- A BOLTON BOLTON N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: CITY O F `_ Mo4fAo """"' EH/Bl "-' - - MONTICELLO, MINNESOTA SP 8605-59 TH 25 SHEET "RAw BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E i SCALE FEET % �c M E N K ,(320) Email: Willmartobollenk.com com www.bolton-menk.com L `""" / � RaH 1�K a owlizisls STREETSCAPE PLANS L1.�9 Sam K Sig ru Q i n/ ,2.23 i= WALNUT STREET o �� s � r°ir07051-=Wt °8 ro1Eba SEE L2 SHEETS FOR o o ri r Q a p o 1\ Iw w OA FREE STANDING BLOCK GO FREE STANDING BLOCK OO 21 SEE SHEET L3.06 6" CONCRETE WALK J (LIMESTONE) I'M (MESABI BLACK GRANITE) IL STEEL PLANTER CURB 'NS 3+63.92— POT B 6" CONCRETE WALK SPECIAL - TYPE 1 - 35 'PLANTER POT TO BE — 9 O SEE SHEET L3.13 12 66 TYP 12 66 TYP 7.5' 6 5' — © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT - TYPE A, B, & C (BYOWNER, o �� s � r°ir07051-=Wt °8 ro1Eba SEE L2 SHEETS FOR \ PLANTING PLAN1 �— I i a p o WATER METER PIT \ OA FREE STANDING BLOCK GO FREE STANDING BLOCK OO 21 SEE SHEET L3.06 6" CONCRETE WALK J (LIMESTONE) I'M (MESABI BLACK GRANITE) STEEL PLANTER CURB 'NS 3+63.92— POT B 6" CONCRETE WALK SPECIAL - TYPE 1 'PLANTER POT TO BE — rr BY OWNER \ D, WALNUT STREET 1 �� -�- 3 �� 3 I WALNUT STREET > > > '> > > A llll� llll� 1iII� IIID IIID llll� Illi llll� llll� llll� llll� llll��� IIID IIID IIID IIID Illy llll�llll�I I PLANTER WALNUT STREET TERRACE ENLARGEMENT PLAN, SEESHEETL1.13 POTBi STONE TYPES LEGEND: 2 -3030-3030 �F - O OE 30 � 30 \\ .. o..................................................................... .. ---------------- STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q SEE L2 SHEETS FOR \ PLANTING PLAN1 �— I i I �T ��T1—F DRINKING FOUNTAIN o WATER METER PIT \ STREETSCAPE FURNITURE LEGEND: STREETSCAPE MATERIALS LEGEND: (Refer to sheet L3.09 for stone type details)1Q BIKE RACK (BYOWNER, N.1.0 STREETSCAPE COUNTER TOP (ALTERNATE 1), ® OA FREE STANDING BLOCK GO FREE STANDING BLOCK OO LITTER RECEPTACLE (BY OWNER, MIX) SEE SHEET L3.06 6" CONCRETE WALK (LIMESTONE) (MESABI BLACK GRANITE) URBAN WAYFINDING KIOSK SIGN, 6" CONCRETE WALK SPECIAL - TYPE 1 9 O SEE SHEET L3.13 © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH O PLANTER POT - TYPE A, B, & C (BYOWNER, (CARNELIAN GRANITE) BLOCK (MESABI BLACK) MIX) � 6" CONCRETE WALK SPECIAL - TYPE 2 PUBLIC PARKING SIGN, 0 SO C RETAINING WALL, THIGH Q QI RETAINING WALL, V HIGH ® CITY STANDARD BENCH (evoWNER, N.Lc) SHLE EET � BLOCK (CARNELIAN) BLOCK (MESABI BLACK) _, STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 D RETAINING WALL, 1' HIGH Q O CONCRETE ADJACENT 5 O BENCH SWING (BY OWNER, MIX) POLE MOUNTED WAYFINDING SIGN, ® SEE SHEET L3.14 BLOCK (CARNELIAN) WALL (MESABI BLACK) POROUS PAVEMENT, SEE SHEET L3.02 o O TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE QE CONCRETE ADJACENT K O SALVAGED GRANITE SHEET 8'I COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 WALL (CARNELIAN) BOULDERS a 7Q TREE GUARD (ALTERNATE2),SEE SHEET L3.06 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), Q AMPHITHEATER SEAT �® WALL BLOCK (CARNELIAN) PER SPECIFICATION N r' 0 10 20 HORZ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED p UNDE0. Y 0.ECTS PER ISI ANDTHATI ADULY LICENSED LCH HE AT F DTA A BOLTON ,�irlaL 2040 HIGH WAY I2 EAST WILLMAR, MINNESOTA 56201 CITY n F `_ , Mo4fiAo SIGNED EH/Bl ofC� MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET OR GRAw 'BH'/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT o i SCALE FEET �e M E N K EmailPWillmar@bolton-me k.com / ERaH 1�K L1. 10 STREETSCAPE PLANS Sam K yey� �+ f U I rtC19/2023 lJ 1� 1 wowlizi6ls www.bolton-menk.com i� �o WALNUTSTREET I +--RIVER STREET —� I In n � 6.0' G< n s a TYP. p G ti v7 _ N I BLOCK 52 PROJECT WORK AREA BY OTHERS 3'O.C. EACH WAY, SEE SHEET L3.02 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) TREE GUARD (ALTERNATE2), SEE SHEET L3.06 BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 0 AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK MY OWNER, N.1.0 Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET L3.03 7O TREE GUARD (ALTERNATE2), SEE SHEET L3.06 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED aierv�u P UNDER Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25)SHELT 010 20 HF AT F ora.i�& °xnr30 LTO N WILLMAe MINNESOTA 56201 I�ZMo C�1� \L BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L1.11 HORZ. Phone: (320)231 -men n `" ° / STREETSCAPE PLANS �e M E N K Email: Willmar@bollen-menk.com SCALE FEET Sam K ECKE aH 1°K DEN 56no ruQ On/ ,2.23 www.bolton-menk.com wE0W7727R75 RIVER STREET STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) ilWillmar@bolton-mek.comyLMontco BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) STREETSCAPE PLANS WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS 0 AMPHITHEATER SEAT O1 W127815 WALL BLOCK (CARNELIAN) WALNUT STREET PARKING LOT STREETSCAPE FURNITURE LEGEND: 0 BIKE RACK (BY OWNER, N.I.Q Q LITTER RECEPTACLE (BYOWNER, N.I.C) O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.C) ® CITY STANDARD BENCH (BY OWNER, N.I.C) SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.C) SEE SHEET 1.3.03 7O TREE GUARD (ALTERNATE 21, SEE SHEET 1.3.06 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 0 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 _ POROUS PAVEMENT, SEE SHEET L3.02 _ 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION AI / BOLTON NO, ISSU"FOR .11 2040 HIGHWAY I2 EAST EH/BJ WILLMAR, MINNESOTA 56201 Gw BH/BJ/EH/PA Phone: 231-3956 SHEET MONTICELLO, MINNESOTA SP 8605-59 (TH 25) I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARE ODUY LICENSED TA 0. E a rD VV N 0 10 20 Er DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJEC SCALE FEET Sam yi n ru tion, & MENKmwww.bolton-menk.com ilWillmar@bolton-mek.comyLMontco —GIH/JK a STREETSCAPE PLANS 1.1.1 2 Ic HD. O1 W127815 WALNUT STREET PARKING LOT PLANTER POT B PLANTER POT A STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK © FREE STANDING BLOCK (LIMESTONE) PLANTER POT - TYPE A, B, & C (BY OWNER, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BENCH SWING (BY OWNER, N.I.C) BLOCK (MESABI BLACK) © RETAINING WALL, 2' HIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) QD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) OE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) i� BOULDERS OF AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BY OWNER, N.I.Q Q LITTER RECEPTACLE (BYOWNER, N.I.Q O PLANTER POT - TYPE A, B, & C (BY OWNER, N.I.Q ® CITY STANDARD BENCH (BY OWNER, N.I.Q SO BENCH SWING (BY OWNER, N.I.C) © TABLE AND CHAIRS, (BY OWNER, N.I.Q SEE SHEET L3.03 7O TREE GUARD (ALTERNATE 21, SEE SHEET L3.06 I— 8 STREETSCAPE COUNTER TOP (ALTERNATE I), O SEE SHEET L3.06 9 URBAN WAYFINDING KIOSK SIGN, O SEE SHEET L3.13 0 POLE MOUNTED PUBLIC PARKING SIGN, SEE SHEET L3.14 POLE MOUNTED WAYFINDING SIGN, © SEE SHEET L3.14 PLANTER POT TO BE FILLED AND PLANTED BYOWNER PLANTER POT B STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r----1 1 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 _ POROUS PAVEMENT, SEE SHEET L3.02 _ 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION a A BOLTON SIGN[G 2040 HIGH WAY I2 EAST EH/Bl MONTICELLO, MINNESOTA SP 8605-59 (TH 25) NO, I—D FOR ATE SHEET WILLMAR, MINNESOTA 56201 `_ of C I T Y n F GRAw yr3GL BH/B/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT Mo4fAo OR I HERE BY CERTIFY THATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED p UNDE0. Y 0.ECT5 PER ISI ANDTHATI ADULY LICENSED LCH HE AT F DTA 10 �t�°/�W� Va I V I N �n r' 0 5 10 HORZ E i SCALE FEET �e M E N K EmailPWillmar@bolton-me k.com www.bolton-menk.com ` — JH/JK / �OW112i815 STREETSCAPE PLANS L1.13 Sam K 56go �+ f U I Qn/ 9/2023 lJ 1� 1 �o i� ENLARGEMENT STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AQ FREE STANDING BLOCK(g) `�:I►r► FREE STANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) • BLOCK (MESABI BLACK) © RETAINING WALL, THIGH Oj RETAINING WALL, V HIGH BLOCK [CARNELIAN) PLANTER POT - TYPE A, B, & C (BYOWNER, BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) QE CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) CITY STANDARD BENCH (BYOWNER, N.I.Q BOULDERS QF AMPHITHEATER SEAT SQ BENCH SWING (BYOWNER, MIX) WALL BLOCK (CARNELIAN) O LOIS♦>>71�0 � �U ��l�l� �: STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), PER SPECIFICATION STREETSCAPE FURNITURE LEGEND: i VINE TRELLIS (BY OWNER), SEE SHEET L3.05 ENLARGEMENT: BLOCK 52 SIDEWALK iQ �,*Fic��rij.r.1�! ���p���L.�Ti���i�1�001�� `�:I►r► STREETSCAPE COUNTER TOP (ALTERNATED, • ' r __�u.ip a ����� X111 !�! IIID, �•EI 1b�71�� 'I�' �l�I�III � � ���a�lilll'O��w LITTER RECEPTACLE (BY OWNER, N.I.C) • • _ URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, w� � .0000100! • � ��i�•— Op00001�1��11�VA0 � ��0_000l1�0�1010l0t•�L N.I.Q A 'M ►O1lL�y// 1� 00 000001�00�00�O0010�001��0 M0SI000 ��1�1�001001 ♦ . I r CITY STANDARD BENCH (BYOWNER, N.I.Q SEE SHEET 1-3.14 SQ BENCH SWING (BYOWNER, MIX) • O LOIS♦>>71�0 � �U ��l�l� �: _Ol�. 111U2AV ��O SEE SHEET 1-3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.Q SEE .tj♦..1V_ ' ++1i. 0O1�1r ffi+•�►�l�iii'_rr�.`�r-lvl�i�oi�, ►tea. lol�p_o�olp�►�o 001100ppQ! Oi SHEET 1-3.03 gtg LVA LVAO�m�.— ♦� O TREE GUARD (ALTERNATE 2), SEE SHEET 1-3.06 ►0l�L� J�OItl�l�L � ♦ ♦ ��1�0�1 X000 ♦ ! 00!►Opl� ��1�01l1� ♦!!!!!!! •1�01�1��01�►�� � 1V� l�1�1�15l1-1�1�1�� 1�1�! ,. MEL vloo� roo1�1��♦ �� � v000l�io�o. ►�i�/.� • . � . Ipr ,�O1p�0001� OOt•!r0!\VOOOp00�-��OOOpOIp�l� !l000! !!l�%VkAIVA n INA �OOOOpOlOp� CU --VAMAN i ►� I i-IIISiD00!®1!l�01� ~� S� • , a� !!!!!_llv0sl!®lvli000l�l�l�l�lv0000l�il��l�l.. J a�001�00 �! 110 0!-0=V1T1�01����0001�170��1����-�01 �1,V0000 1�0000001�1��T 741 ��00! 7!, 000! � �1 •PROJECT ------------- ------------- !� ►!�� X00011 %Q �l�1�000a�00p� I r !�!� 'f ! OOOOOp���1�000i 'f (SHOWN O• • •O I)II ♦��1�1V1�1�1�1�1� �!Fri F 00101 r V1�1�1�l�1�1�1� 11�l�1l��1�1� ®� ENLARGEMENT: BLOCK 52 SIDEWALK iQ BIKE RACK (BYOWNER, N.I.Q ® STREETSCAPE COUNTER TOP (ALTERNATED, SEE SHEET 13.06 Q LITTER RECEPTACLE (BY OWNER, N.I.C) 9 4) URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, SEE SHEET 1-3.13 N.I.Q POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.I.Q SEE SHEET 1-3.14 SQ BENCH SWING (BYOWNER, MIX) ® POLE MOUNTED WAYFINDING SIGN, SEE SHEET 1-3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.Q SEE .tj♦..1V_ ' ++1i. 0O1�1r ffi+•�►�l�iii'_rr�.`�r-lvl�i�oi�, ►tea. lol�p_o�olp�►�o 001100ppQ! Oi SHEET 1-3.03 O TREE GUARD (ALTERNATE 2), SEE SHEET 1-3.06 ►0l�L� J�OItl�l�L � ♦ ♦ ��1�0�1 X000 ♦ ! 00!►Opl� 0 5 10 HORZ. SCALE FEET ENLARGEMENT: GATEWAY PLAZA II HERE OREDNDIERTRY T REICT SPER PISI IFI RNION, OR D THHT IREPORTWAS N DULY LICEN EDED H 1fHl I�If&EDTA S:3OLTON Sam K & MENK "D ru i On/ 2040 HIGH WAY 12 EAST CITU. OF cn/o WILLMAR, MINNESOTA 56201 r.H/Bl/EI Phone: (320) 231-3956 �iGMontice oEmail: Willmar@bolton-menk.com "JH/JIwww.bolton-menk.com PRO. Ro, MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS ENLARGEMENT SHEET L1, 14 .tj♦..1V_ ' ++1i. 0O1�1r ffi+•�►�l�iii'_rr�.`�r-lvl�i�oi�, ►tea. lol�p_o�olp�►�o 001100ppQ! Oi ►0l�L� J�OItl�l�L � ♦ ♦ ��1�0�1 X000 ♦ ! 00!►Opl� ♦!!!!!!! •1�01�1��01�►�� � 1V� l�1�1�15l1-1�1�1�� 1�1�! ,. MEL vloo� roo1�1��♦ �� � v000l�io�o. ►�i�/.� • . � . ,�O1p�0001� OOt•!r0!\VOOOp00�-��OOOpOIp�l� !l000! !!l�%VkAIVA n . • �OOOOpOlOp� --VAMAN i ►� I i-IIISiD00!®1!l�01� ~� S� • !!!!!_llv0sl!®lvli000l�l�l�l�lv0000l�il��l�l.. J a�001�00 �! 110 0!-0=V1T1�01����0001�170��1����-�01 �1,V0000 1�0000001�1��T 741 ��00! 7!, 000! FFV !�!�! kATAVX , 001'001V01� �OOa�� ►�001�000011. I O !� ►!�� X00011 %Q �l�1�000a�00p� I r !�!� 'f ! OOOOOp���1�000i 'f i ♦��1�1V1�1�1�1�1� �!Fri F 00101 r V1�1�1�l�1�1�1� 11�l�1l��1�1� r, t.w ohm" r ENLARGEMENT: GATEWAY PLAZA II HERE OREDNDIERTRY T REICT SPER PISI IFI RNION, OR D THHT IREPORTWAS N DULY LICEN EDED H 1fHl I�If&EDTA S:3OLTON Sam K & MENK "D ru i On/ 2040 HIGH WAY 12 EAST CITU. OF cn/o WILLMAR, MINNESOTA 56201 r.H/Bl/EI Phone: (320) 231-3956 �iGMontice oEmail: Willmar@bolton-menk.com "JH/JIwww.bolton-menk.com PRO. Ro, MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS ENLARGEMENT SHEET L1, 14 O A . ■ K o (3) RISERS CONCRETE ■� STAIR. TYPICAL OF (41. STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BYOWNER, N.I.Q$ O STREETSCAPE COUNTER TOP (ALTERNATED, (LIMESTONE) (MESABI BLACK GRANITE) SEE SHEET L3.06 Q LITTER RECEPTACLE (BY OWNER, N.I.C) (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH 9 O URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, BLOCK (MESABI BLACK) SEE SHEET L3.13 O N.I.Q BLOCK (CARNELIAN) WALL (MESABI BLACK) QE CONCRETE ADJACENT O POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.I.C) SEE SHEET L3.14 SO BENCH SWING (BYOWNER, N.I.C) ® POLE MOUNTED WAYFINDING SIGN, SEE SHEET L3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.Q SEE SHEET L3.03 7O TREE GUARD (ALTERNATE 2), SEE SHEET L3.06 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREE STANDING BLOCK GO FREE STANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, THIGH (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH Oj RETAINING WALL, 1' HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) QE CONCRETE ADJACENT O SALVAGED GRANITE STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK 6" CONCRETE WALK SPECIAL - TYPE 1 6" CONCRETE WALK SPECIAL - TYPE 2 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEET L3.02 WALL (CARNELIAN) BOULDERS AMPHITHEATER SEAT SPECIAL SURFACE TREATMENT (SANDBLAST FINISH), QF WALL BLOCK (CARNELIAN) 61 Ilk Mimi ft M►�►►� • VII ►�►.. .: • o�,� a p� �� i O �►�O '�►�►►4►:► 'GO►►.p�►►'4pp►►.►o0:y. p'�0.►0►pp►�►�►�v�►�►..►..r. .�.►�.v► ft, ON [LIM 31k EN •,Np4, "I;pMpp►�►p:!►p• ���►�►G►�►Gi �►'v4►► ►ppo► ►"►'Gil►�►'�.0►�►�►�/� _ (I,dl Il ��►�►�►�` 'i►►_ i►� ♦��t► 0111 C pGpvt►tINNaWE ►p;►T"tptpop"lptpptptp►p�. o► Opp►.. �►�III►.:19►.0►►► ► PEP 3 .►G►►-►.► WE LN rg i►►.OGw 1p p:'.►'.►�►p►p►.1 • 0 t►gyp►p►t►� �Np►p►pp►1►.�►►► .►t►p�pp►.►�►�►A1►►�►�ptl —� ap �. *� �-' VIE .►.►iii v ►p►,1F R: ► ►� ') ® .�► o a ov.► .►v- �:►�OiIN iiiii.i 0�►4G�v►� ii��ii 'Q'Tcv --� O\.��► DECORATIVE •17— TO.C. EACH WAY, SEE ■ ■■® SHEET L3.02 ■ �i0 "M MEWN M roe]w_-1 a ■ NNO, IE HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN" RY C, UNDE0. Y 0.ECS5 PER I51 ANDTHATI ADULY LICENSED 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 5 10 LA D� cH HP AT P ora. CITY C] F DRAW �/.J� BOLTON N WILLMAR, MINNESOTA 56201 `_ . oR /r- `0 C�1� A BOLTON n 1(� %� 'BH DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L1.15 5o HORZ EmailPWillmar@bolton-me k.com Molltl\. o a,ECR / STREETSCAPE PLANS i SCALE FEET ^� E—NO, Sam K 56go L+ rU Q I ai/19/2.23 �e M E N K www.bolton-menk.com i� �J 1i7 wowlizisls ENLARGEMENT 004 x 0 d D d D d d p D d d a D 9.5' mh . ° d 7.2' . D • ;d (10) RISER CONCRETE STAIRS, SEE SHEET L3.02 O O O b D w G 8 • _E�E7LE�ETE— STREETSCAPE FURNITURE LEGEND: 10 BIKE RACK (BY OWNER, N.LC) 8 O STREETSCAPE COUNTER TOP (ALTERNATED, (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH SEE SHEET L3.06 Q LITTER RECEPTACLE (BY OWNER, N.LC) (D RETAINING WALL, V HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH 9 O URBAN WAYFINDING KIOSK SIGN, O PLANTER POT - TYPE A, B, & C (BYOWNER, O SALVAGED GRANITE SEE SHEET L3.13 BOULDERS N.I.C) WALL BLOCK (CARNELIAN) Sam K Sig- ru Q i an,1/2023 wEowiizisls O POLE MOUNTED PUBLIC PARKING SIGN, ® CITY STANDARD BENCH (BYOWNER, N.I.CJ SEE SHEET L3.14 50 BENCH SWING (BYOWNER, N.I.CJ © POLE MOUNTED WAYFINDING SIGN, SEE SHEET L3.14 © TABLE AND CHAIRS, (BYOWNER, N.I.C) SEE SHEET L3.03 70 TREE GUARD (ALTERNATE 2), SEE SHEET 1-3.06 STONE TYPES LEGEND: (Refer to sheet L3.09 for stone type details) AO FREESTANDING BLOCK GO FREESTANDING BLOCK (LIMESTONE) (MESABI BLACK GRANITE) © FREE STANDING BLOCK O RETAINING WALL, 2' HIGH (CARNELIAN GRANITE) BLOCK (MESABI BLACK) © RETAINING WALL, THIGH (D RETAINING WALL, V HIGH BLOCK (CARNELIAN) BLOCK (MESABI BLACK) OD RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK (CARNELIAN) WALL (MESABI BLACK) EO CONCRETE ADJACENT O SALVAGED GRANITE WALL (CARNELIAN) BOULDERS OF AMPHITHEATER SEAT WALL BLOCK (CARNELIAN) Sam K Sig- ru Q i an,1/2023 STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL - TYPE 1 _ 6" CONCRETE WALK SPECIAL - TYPE 2 r ----i 1 ---- 1 STRUCTURAL SOIL EXTENTS, SEE SHEET L3.01 mo POROUS PAVEMENT, SEE SHEET L3.02 8" COLORED CONCRETE WARNING BAND, SEE SHEE' SPECIAL SURFACE TREATMENT (SANDBLAST FINISH) 0 0 b � - 0 ° ° b• o ° o ° o ° o ° ° ° o ° - 0 0 0 ° o • • X • I I • I •I I I I I• I I� I I � I I I I MA d O • • • • IRRIGATION CABINET, r d SEE I SHEETS Q d.. r D d . U D.dK� D d D d - .D pd. d' D d D d D d D ti A d d p p A J D d' D d d « < GG – GG GG GG GG GG GG D _- D I — d d h d _J r r\ r N ry () $ 10 5o HORZ FEET SCALE % i = I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED p UNDE0. Y 0.ECTS PER ISI ANDTHATI ADULY LICENSED LCH HE AT F DTA 10 �°/�W�y� E I V I //AA�'�I 99 BOLTON & MEN K 2040 HIGH WAY I2 EAST WILLMAR, MINNESOTA $6201 EmailPWillmar@bolton-me k.com www.bolton-menk.com C I T Y n F `_ yr3GL Mo4fAo of SISND) NO, EH/BJ SSU11 FOR .11 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 1-1.16 bRAw BH/B/EH/PA .ECKEb1H/JK DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE PLANS ENLARGEMENT Sam K Sig- ru Q i an,1/2023 wEowiizisls I cmc c �t P Pe 030 30-30-30—]0— P II• ' N �e. e e e• a ' 30 30 OF — OF — OF OF p OF OE OE OF OF OF - J I W W W � H � LL BROADWAY STREET W (CSAH 75) (1)AR2 y y L — _ Vvy vy y v Yy � y I li� A P d . P P; P ,b NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE P ' N �e. e e e• a ' 30 30 OF — OF — OF OF p OF OE OE OF OF OF - J I W W W � P' � LL I 'LL BROADWAY STREET W (CSAH 75) ,P I BROADWAY STREET W (CSAH 75) (1)AR2 y y L — _ Vvy vy y v Yy � y I li� A P d . P P; P ,b NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE ' N e e e• a ' 30 30 OF — OF — OF OF OF OF OE OE OF OF OE OE OF OF OF - J I W W W � � LL I 'LL BROADWAY STREET W (CSAH 75) I I LL '(1) I (1) Uv (1)UV (1) AR2 AR2 vY Y y.y y Y y y 1 y y Y Y y vr. I I O � � J I C W N �s - 0 10 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI ANDTHATI &&&&&LICENSED IAD P RCH H'E�A,,�'' AT F SOT&. �J(�` 2040 HIGHWAY I2 EAST gQ LTO N WILLMAR, MINNESOTA 56201 � riiiAoc"EU."17i 1G ° NcE"/Bl ISSU"FOR —1 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET °qB BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 IVIDn CHICKEI EOJH/1K L2.01 PLANTING PLANS FEET - & M E N K Email: Ww.bol@bolton-menk.com www.bolton-menk.com Sam . K /'� ru i 1.6n9/2023 sls BROADWAY STREET W CSAH 75 I � M OE — of — OE OE — � OE OE --- - • — VF OE OE OE T OE — OEC OE I A A z /' I BROADWAY STREET W (CSAH 75) I 1y�L.yyy.y.Yyy. ry L y y NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE ' o to zo I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RE S PE ISI ANDTHATI ADULYLICENSED IA 0 RCH HE AT F SOTA. �°��` 2040HIGHWAY12EAST O LTO N WILLMAR, MINNESOTA 56201 I T Y O F ' SIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 Mont1L�ll� CHECKED JH/JK L2.02 PLANTING PLANS SCALE FEET M E N K Email: Willmar@bolton-menk.com am .K /'� —00ru i cLlEowiizisls ' ± www.bolton-menk.com >= l.On9/2023 BROADWAY STREET W CSAH 75 5 I A: i.p ,—D-90 30-3D-30-30-30-30— 30 30- 1 ^ � I BROADWAY STREET W (CSAH 75) 11 A W C N n \\ NOTE: �1\ SEE SHEET L2.13 FOR PLANTING SCHEDULE e� 35 ;� O 1O 20 I HEREBY CERTIFY THATTHIS PIAN, SPEORCATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER I51 AND THATI ADULY LICENSED IAD P RCH HE AT F SOTA. � Nyw� H &yN vpv� g0 LTO N I♦ri6J 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA ST CITY T Y O F `_ slcN[R EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET D—R BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. 0& Phone: (320) 231-3956 N�anticella CHICK" `HECK L2.03 SCALE FEET Sam . K � M E N K EmailWWi�I PLANTING PLANS rub [o /19/zOz3 bolton-menkmeonnk.com owiizisls BROADWAY STREET W CSAH 75 O ' BROADWAY STREET W (CSAH 75) -111-I 1 M (22) EP 1791 cP (28) EPS -- SOILS AND CONTAINER PLANTINGS BY OWNER I x(11) RH NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE ;� 0 10 20 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI ANDTHATI &&&&&LICENSED IAD P RCH HE AT F BDTA. ypc� y� vI 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 g O LTO N CITY CJ f nioncu EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET oR'BH BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT e o HORZ.MRSW%iiimi Phone: (320) 231 -men Monti flo cNECR c�JH/1K L2.04 PLANTING PLANS ? SCALE FEET - & M E N K Email: w.lb lton-men-menk.com www.bolton-menk.com Sam . K r i e�n9/2023 owii27815 BROADWAY STREET W CSAH 75 a■■11 \\ NOTE: �1\ SEE SHEET L2.13 FOR PLANTING SCHEDULE e� 35 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED :� BY OR UNDER Y RECTS PE I51 ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 10 20 IA D RCH HE AT F SDTA. g O LTO N T Y C1 F DRAwN y��F �A�2� l�W1� WILLMAR, MINNESOTA 56201 � BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT n o HORZ. Phone: (320) 231-3956 Mont CHECKED SCALE FEET EDJH/1K PLANTING PLANS L2.05 - Sam . K /'� �e M E N K Email: Willmar@bolton-menk.com 0.a� ru c i l.On9/2023 w .bolton-menk.com _ alEowiizisls BROADWAY STREET W CSAH 75 00�_ +► �i�e _ r� �I I�,000�`eeL 00 , . low , g I.s+'+•T�• VL :¢:....{9.Io00°7 �1171 13) � F a''p� �' .a 600 � eOv OOdIQD a�OV Ike I K♦ w.-�1... 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Phone: (320) 231-3956 Mont CHECKED SCALE FEET EDJH/1K PLANTING PLANS L2.05 - Sam . K /'� �e M E N K Email: Willmar@bolton-menk.com 0.a� ru c i l.On9/2023 w .bolton-menk.com _ alEowiizisls BROADWAY STREET W CSAH 75 0 06%I'VE ONE �►�MIVE �� . ...... . .. ME _ao^o� r0 060'�p� .. .. � CoO} °Oa_Oo'_ui'Oo 'mT, c ycr v( ° of :?. F•• :..':•.;•.•: .:I. 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Phone: (320) 231-1116CHECKED ' J Mont�c oJH/JK �2.�6 PLANTING PLANS SCALE FEET EailWiI -ltonkmnk.com & MENK Wboltonmencon ap ru Va-s CLIENT W1127815 BROADWAY STREET W CSAH 75 SEE SHEET L2.06 / I vii s V ��a 9 n i V n - n a m v n (10) DP ❑ >� (1 GI I n S — V � (6) SA .y 1 1 1 1 v ^ v v n OEC 0,• -OE-OE OE-(OEOE w1I OEOE O GE E , JJ I A y �(7 sf) XC (22) CK JJ\ v —(8) EP —(13) SN — (20) AH << PINE STREET n A —>—>—>—>—>—>—>—> >I SEE SHEET L2.06 y, s NOTE: �® SEE SHEET L2.13 FOR PLANTING SCHEDULE e� 35 ti 0 10 20 o HORZ. HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OR UNDER Y RECTS PE I51 ANDTHATI ADULY LICENSED IAD 0.CH HE AT E SOTA, y �Ay�°ly� �V L V �7G I V I A n IIII1 \ g O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 c r r O s• DESIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRAWN BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT a = / 1 �e M E N K Email: Willmar@bolton-menk.com www.bolton-menk.com �nti�ello CHECKED 1DH JK / CLIENT PRO. L2 07 PLANTING PLANS Sam .K :190t- 1 u 1.66/l9/2023 >= 'i PINE STREET ?l ►oe_ei�ri -, L M i (2�4.. (2):k$ 0 (7:)AN:. (1`.):A... (2: R Vi i I I I p ' a 30 ]O 30-30-3 3 . <D 3o-30 -----_--_-- I�3D -- 3030-30--30- 30 30 30 30-30 30-30 30-30 300 30 30- E ­ - < (1) GD C N ..... ........ .............. ............ o N NOTE: SEE SHEET L2.13 FOR PLANTING SCHEDULE Cti � O lO 2O c W HORZ. = SCALE FEET >� I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI ANDTHATI ADULYLICENSED a 0 P RCH HE T f&SOTA. y �A yam° V VGA I� 2040 HIGHWAY I2 EAST X30 LT N wILLMAR, MINNESOTA 56201 \ Phone: (320) 231-3956 & M E N K Email:ww.bolton-menk.com com www.bolton-menk.com C I T Y � F montlC�lla EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET I `2. 10 Rgyyry BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT PLANTING PLANS RIVER STREET Cx[V,•✓ ORE�1�H 1�K / Sam .K /'� ru i 1.6n9/2023 awlizisls :101 r r• U(3) "(L5H(15) DP11 (1)AG � "mm b NO IPA hgo'l % IN mo 'Wr=0 SO -A k -PLANT SCHEDULE OVEPALL OVERST(O,RYY�TR,�EES CODE CITY BOTANICAL NAME COMMONNAME SIZE CONTAINER HABIT/FORM } • 5 GP 21 GINKGO BIL.BA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5' CAL. B&B CAREX PENSYLVANICA COMMON OAK SEDGE GI 13 GLEDITSIA TRIACANTHOS INERMIS'SKYCOLE' SKYLINE@ HONEY LOCUST 2.5'CAL. B&B FOX SEDGE #1 CONT. GO 11 GYMNOCLADUS DIOICA'ESPRESSO' KENTUCKY COFFEETREE 2.5'CAL. B&B #1 CONT. ��µw�„y �•�'1\ {//`•—��} PS 3 PINUS STROBES WHITE PINE 8'HT. B&B 18" O.C. • )"'•+ \'-\.'✓F/ OB 2 QUERCUS BICOLOR SWAMP WHITE OAK 2.5'CAL. B&B OSS QE 12 QUERCUS X'CRIMSCHMIOT' CRIMSON SPIRETM OAK 2.5'CAL. B&B 0 UP 2 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM 2.5' CAL. B&B CITY V UV 4 ULMUS AMERICANA' VALLEY FORGE VALLEY FORGE AMERICAN ELM 2.5' CAL. B&B ALLIUM TANGUTICUM'SUMEMR BEAUTY' ORNAMENTAL ONION UE 6 ULMUS DAVIDIANA JAPONICAMORTON' ACCOLADE@ELM 2.5"CAL. B&B NARROW LEAF BLUE STAR UNDERSTORY TREES CODE QTY BOTANICAL NAME COMMONNAME SIZE CONTAINER HABIT/FORM 12" O.C. AR2 9 ACER RUBRUM'RED ROCKET RED ROCKET MAPLE 1.5" CAL. B&B 24" O.C. v AR 5 ALNUS INCANA RUGOSA SPECKLED ALDER 7' HT. B&B MULTI -STEM OAG 173 11 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 7' HT. B&B MULTI -STEM 25 BE 4 BETULA PLATYPHYLLA'FARGO' DAKOTA PINNACLE@ ASIAN WHITE BIRCH 1.5" CAL. B&B 157 // l\�Y../!/ \py-•�1\ CN 8 CARPINUS CAROLINIANA'JFS-KW6' NATIVE FLAME@ AMERICAN HORNBEAM 1.5" CAL. B&B IRIS VERSICOLOR BLUE FLAG SI 3 CORNUS ALTERNIFOLIA PAGODA DOGWOOD 7' HT. B&B MULTI -STEM CONIFEROUSSHRUBSCODE 12" O.C. QTY BOTANICAL NAME COMMONNAME SIZE SPREAD HEIGHT f 3 `��'www✓✓✓"'"' CD 8 CHAMAECYPARIS PISIFERA'DOW WHITING' SOFT SERVE@ SAWARA CYPRESS 45 CONT. 60" O.C. 36" O.C. 10 BA 71 JUNIPERUS x FREE ERIANA'SEA GREEN' SEA GREEN JUNIPER 45 CONT. 48"0. RH TT 14 TAXES X MEDIA TAUNTONII' TAUNTON'S ANGLO-JAPANESE YEW 45 CONT. 42"O.C. DECIDUOUSSHRUBS CODE OTY BOTANICAL NAME COMMONNAME SIZE SPREAD HEIGHT SEDUM X'AUTUMN FIRE' CM 15 CORNUS RACEMOSA'MUSZAM' MUSKINGUM@ GRAY DOGWOOD 42 CONT. 48"O.C. STACHYS BYZANTINA'HELENE VON STEIN' (`O'� ( } CS 25 CORNUS SANGUINEA ARCTIC SUN DOGWOOD 42 CONT. 48" O.C. BOWLES BLUE PERIWINKLE ODL 12"D.C. 35 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE 42 CONT. 48"O.C. SIZE 0 HV 5 HAMAMELIS VIRGINIANA COMMON WITCH HAZEL 45 CONT. 72" O.C. 24" O.C. •may`°- HA 11 HYDRANGEA ARBORESCENS'ANNABELLE ANNABELLE HYDRANGEA 42 CONT. 48"O.C. ®a j + )✓ HJ 12 HYDRANGEA PANICULATA'JANE' LITTLE LIME@ PANICLE HYDRANGEA 42 CONT. 48" O.C. CODE ORG BOTANICAL NAME 29 RHUS AROMATICA'GRO-LOW' GRO-LOW FRAGRANT SUMAC 42 CONT. 60" O.C. 139 ORS GLOBE ALLIUM F DAFFODIL MIX (SEE NOTES) 10 RHUS TYPHINA'BAILTIGER' TIGER EYES@ STAGHORN SUMAC 45 CONT. 48"O.C. DECORATIVE ROCK MULCH OSO - 169 SOR.ARIA SORBIFOLIA'SEM' SEM ASH LEAF SPIREA 42 CONT. 42" O.C. OSK 11 SPIRAEA MEDIA'SMSMBK' BLUE KAZOO@ DOUBLE PLAY@ SPIREA 42 CONT. 36" O.C. - GRASSES CODE CITY BOTANICAL NAME COMMONNAME SIZE SPREAD 0 CK 123 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONT. 24" O.C. OCP 531 CAREX PENSYLVANICA COMMON OAK SEDGE #1 CONT. 12" O.C. V CF 356 CAREX VULPINOIDEA FOX SEDGE #1 CONT. 18" O.C. DP 232 DESCHAMPSIA CESPITOSA VIXIE FOUNTAIN' PIXIE FOUNTAIN TUFTED HAIR GRASS #1 CONT. 18" O.C. PH 34 PANICUM VIRGATUM'SHENANDOAH' SHENANDOAH SWITCHGRASS #1 CONT. 18" O.C. 0 PAH 101 PENNISETUM LOPECUROIDES 'HAMELN' DWARF FOUNTIAN GRASS #1 CONT. 30" O.C. OSS 212 SCHIZACHYRIUM SCOPARIUM'STANDING OVATION' STANDING OVATION LITTLE BLUESTEM #1 CONT. 24" O.C. OSH 171 SPOROBOLUS HETEROLEPIS'TARA' TARA PRAIRIE DROPSEED #1 CONT. 24" O.C. PERENNIALS CODE CITY BOTANICALNAME COMMONNAME SIZE SPREAD AH 28 ALLIUM TANGUTICUM'SUMEMR BEAUTY' ORNAMENTAL ONION #1 CONT. 18" O.C. /® L J AH2 32 AMSONIA HUBRICHTII NARROW LEAF BLUE STAR #1 CONT. 24" O.C. QAV 70 ASTILBE CHINENSIS'VISIONS' VISIONS CHINESE ASTILBE #1 CONT. 12" O.C. O AD 20 ASTILBE JAPONICA'DEUTSCHLAND' DEUTSCHLAND JAPANESE ASTILBE #1 CONT. 24" O.C. 0 EP 223 ECHINACEA'PRAIRIE SPLENDOR' PRAIRIE SPLENDOR CONEFLOWER #1 CONT. 18" O.C. 0 HL 173 HEUCHERA X'LIME MARMALADE' LIME MARMALADE CORAL BELLS #1 CONT. 12" O.C. OHA2 25 HOSTA X'BLUE ANGEL' BLUE ANGEL HOSTA #5 CONT. 72" O.C. IS 157 IRIS GERMANICA'BEVERLY SILLS' BEVERLY SILL BEARDED IRIS #1 CONT. 24" O.C. V IV 87 IRIS VERSICOLOR BLUE FLAG #1 CONT. 24" O.C. OLS 72 LIATRIS SPICATA'KOBOLD' KOBOLDBLAZING STAR #1 CONT. 12" O.C. ONF 143 NEPETA X FAASSENII'CATSPAJAMAS' CAT'S PAJAMAS CATMINT #1 CONT. 18" O.C. QPN 55 PEROVSKIA ATRI PLICI FOLIA 'BLUE JEAN BABY' BLUE JEAN BABY RUSSIAN SAGE #1 CONT. 36" O.C. OPJ 60 POLYGONATUM ODORATUM VAR. PLURIFLORUM'VARIEGATUM' VARIEGATED SOLOMON'S SEAL #1 CONT. 18" O.C. RH 78 RUDBECKIA X'AMERICAN GOLD RUSH' AMERICAN GOLD RUSH BLACK-EYED SUSAN #1 CONT. 18" O.C. OSN 442 SALVIA NEMOROSA'MAINACHT' MAYNIGHT SALVIA #1 CONT. 18"D.C. 0 SA 286 SEDUM X'AUTUMN FIRE' AUTUMN FIRE SEDUM #1 CONT 18" O.C. OSY 37 STACHYS BYZANTINA'HELENE VON STEIN' GIANT LAMB'S EAR #1 CONT. 18" O.C. OVB 20 VINCA MINOR'BOWLES BLUE' BOWLES BLUE PERIWINKLE #1 CONT. 12"D.C. VINES CODE QTY BOTANICAL NAME COMMONNAME SIZE SPREAD CS2 4 CELASTRUS SCANDENS AMERICAN BITTERSWEET (BY OWNER) #1 CONT. 24" O.C. •may`°- CV 3 CLEMATIS VIRGINIANA VIRGINS BOWER (BY OWNER) #1 CONT. 12"O.C. ®a CS3 2 CLEMATIS X JACKMANII'SUPEREIN JACKMAN CLEMATIS (BY OWNER) #1 CONT. 12" O.C. GROUND COVERS CODE QTY BOTANICAL NAME COMMONNAME TYPE BLE 139 BULB MIX GLOBE ALLIUM F DAFFODIL MIX (SEE NOTES) BULB n. XC 134 SF DECORATIVE ROCK MULCH 3- DEPTH, (SEE SPECIFICATIONS 32-93-00) - TS 10,211 SF MN DOT TURF SEED MIX (SEE SPECIFICATIONS 32-93-00) - -:. TL 1,763 SF SHOOTING STAR NATIVE SEEDS POLLINATOR MIX (SEE SPECIFICATIONS 32-93-00) - BULB MIX NOTES: BULB MIXTURE COMPONENTS ARE EVEN RATIO OF THREE SPECIES LISTED, RANDOMIZE AND SCATTER TO NATURALIZE WITHIN PENNSYLVANIA SEDGE MASSINGS IN LANDSCAPE MEDIANS. COMPONENTS: ALLIUM CAERRULEUM, BLUE GLOBE ALLIUM, ALLIUM X'PURPLE SENSATION', PURPLE SENSATION ORNAMENTAL NARCISSUS POETICUS, POETS DAFFODIL. SPREAD 24" O.C. NATIVE SEED MIX NOTES: INSTALL NATIVE SEED MIX IN COMPLIANCE WITH MNDOT SPECIFICATION SECTION 23 92 00 AND MNDOT SEEDING MANUAL GUIDELINES FOR NATIVE GRASSES AND FORBS. PROVIDE SUBMITTAL DOCUMENTS AS SPECIFIED FOR APPROVAL PRIOR TO INSTALLATION. SEE SWPP SHEETS FOR TURF SEEDING INSTRUCTIONS. BY OWNER + BASE BID NOTES: ALL VINES FOR THE VINE TRELLIS ARE "BY OWNER" AND ARE NOT INCLUDED IN BASE BID. ALL OTHER PLANTINGS ARE TO BE INCLUDED WITHIN BASE BID. I HEREBY CERTIFY THAT THIS BaYaD ORP UNDRCERH Y SAN, S�VPEwC�IFI�CJATTIHOGNI, O/lAR'T REPORT n9 /20PREPARED n SHEET CREBLIENSED 2040HIGHWAY I2EAST EH/BMONTICELLO, MINNESOTA SP 8605-59 (TH 25) V�HP SDTA. WILLMAR, MINNESOTA 56201 HB/EH/PAgpLTONPhone: (320) 231-3956BDOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT CHICK" Email: Willmar@bolton-menk.com 1H/1K PLANTING PLANS L2.1 3�MENK www.bolton-menk.com N DK ruSl..mNiR�io- iiAoll OW1 PLANTING SCHEDULE NOTES: 1. O.C. TRIANGULAR PLANT SPACING PER PLANS 2. AREAS IDENTIFIED ON PLANTING PLAN AS O.C. SHALL BE TRIANGULAR SPACED 3. SEE PLANTING PLAN/SCHEDULE FOR SPECIES PERENNIAL PLANT SPACING SCALE: N.T.S. 3" THICK MULCH (INCIDENTAL), AS SPECIFIED CURB AND GUTTER OR COLORED CONCRETE WARNING STRIP PAVING PER PLAN SET ROOTBALL ON COMPACTED SUBGRADE, ALLOW FOR STRUCTURAL SOIL ALL SIDES 3" DEPTH MULCH AS SPECIFIED, KEEP MULCH CLEAR OF PLANT STEM AS SHOWN PLANTING SOIL —STRUCTURAL SOIL PERENNIAL PLANTING AT STRUCTURAL SOIL L SCALE: N.T.S. L2•• PLANTING SOIL CONCRETE WALK PER PLAN ;UBGRADE %NS BACKFILL PLANTING SOIL 3'0 METAL EDGE RING, SEE SPEC.— NCIDENTAL TO POROUS PAVEMENT POROUS PAVEMENT— 3" DEPTH MULCH AS SPECIFIED, KEEP MULCH CLEAR OF PLANT STEM AS SHOWN PLANTING SOIL —SUBGRADE r i # O.C. SPACING PER ROOT BALL DIAMETER 3 PERENNIAL PLANTING TYP. SCALE: N.T.S. 3" DECORATIVE ROCK MULCH —STRUCTURAL SOIL —SUBGRADE 4 PLANTING EDGE AT PAVEMENT SCALE: N.T.S. SHREDDED HARDWOOD MULCH, 3" DEPTH HAND DUG TRENCH AT WALK EDGE PLANTING SOIL NOT CUT LEADER I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED eiane� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED � 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SOTA. g p LTO N CIji�no D—N yiw�� �A�f& A WI2040 H MINNESOTA 56201V L V I V I\ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTL3.�1 �e MENK Phone: r@b 231 -men onCHECKED - Sam . K of Email: Willmar@bolton-menk.com EDJH/1K Sam iJ�oi� fU� l(Iile/2.28 www.bolton-menk.com TPRDI.NO. STREETSCAPE DETAILS n OWu2791S a STRUCTURAL SOIL EXTENTS PER PLAN SEE PLANS FOR EXTENTS OF STRUCTURAL SOIL �f i1 STREET TREE PLANTING AND STRUCTURAL SOIL GATEWAY PLAZA TREE PLANTING IN POROUS PAVEMENT v SCALE: N.T.S. SCALE: N.T.S. NYLON STRAP GUY ASSEMBLY 1. ALL TREES TO BE PROTECTED AND PRESERVED SHALL BE PER 7. WATERING OF PROTECTED TREES IN WHICH DETAIL. GROUPING OF MORE THAN ONE TREE MAY OCCUR. ROOTS WERE CUT SHALL BE PROVIDED BY THE CONTRACTOR. RESTRICTED ZONE 2. TREES TO BE PROTECTED AND PRESERVED SHALL BE IDENTIFIED ON THE TRUNK WITH WHITE SURVEY TAPE. 8. AUGER TUNNELING RATHER THAN TRENCHING WOOD STAKE NOTCHED OR SHOULD BE USED FOR UTILITY PLACEMENT DRILLED FOR GUY WIRE. 3. TO PREVENTTREE ROOT SMOTHERING, SOIL STOCKPILES, WITHIN DRIP LINE OF TREE. r USE 3 GUY ASSEMBLIES FOR SUPPLIES, EQUIPMENT OR ANY OTHER MATERIAL SHALL NOT BEEVERGREENS PLACED OR STORED WITHIN ATREE DRIP LINE OR WITHIN 15 FEET 9. FENCING MATERIAL SHALL ENCIRCLE ANY TREE c w r ZONE 2 ZONE 1 OF A TREE TRUNK, WHICHEVER IS GREATER. WHOSE OUTER DRIP LINE EDGE IS WITHIN 20 zT= ' 4" TREE WRAP ON Trunk Protection Branch Protection FEET OF ANY CONSTRUCTION ACTIVITIES. o = DECIDUOUS TREES REQUIRED IF WHEELED PROTECT LOWER 4. TREE ROOTS SHALL NOT BE CUT UNLESS CUTTING IS ROOT FLARE OF TREE CONSTRUCTION EQUIPMENT BRANCHES OF TREE UNAVOIDABLE. 10. FENCING MATERIAL SHALL BE BRIGHT, INVOLVED WITHIN 10' OR LESS CANOPY. CONTACT CONTRASTING COLOR, DURABLE, AND A 3" MULCH DEPTH, PULLBACK OWNER IF ANY 5. TRENCHES SHALL BE HAND DUG WITHIN THE DRIP LINE IN AREAS MINIMUM OF FOUR FEET IN HEIGHT. 4" FROM TREE TRUNK PRUNING IS NEEDED WHERE ROOTS TWO INCHES IN DIAMETER AND GREATER ARE FINISH GRADE PROVIDE SNOW FENCING 0 PRESENT, OR WHEN IN CLOSE PROXIMITY TO LOW BRANCHING 11. FENCING MATERIAL SHALL BE SET ATTHE DRIP °moo EQUAL AT DRIPLINE (MIN.) TREES. WHENEVER POSSIBLE, ROOTS TWO INCHES OR GREATER LINE OR 15 FEET FROM TREE TRUNK, — // // IN DIAMETER SHALL BE TUNNELED OR BORED UNDER AND SHALL BE COVERED TO PREVENT DEHYDRATION. WHICHEVER IS GREATER, AND MAINTAINED IN AN UPRIGHT POSITION THROUGHOUT THE I PLANTING SOIL DURATION OF CONSTRUCTION ACTIVITIES. I 6. WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT —REMOVE TOP 1/3 OF WIRE BASKET SHALL BE MADE TO AVOID SHREDDING OR SMASHING. ROOT 12. ANY GRADE CHANGES (SUCH AS THE REMOVAL _ MIN. 2X ROOT BALL DIA. —T AFTER TREE IS IN THE PIT. CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. WHENEVER OF TOPSOIL OR ADDITION OF FILL MATERIAL) I I I—I I I REMOVE TWINE, PULL BURLAP ZONE 3 POSSIBLE, TREE ROOTS SHOULD BE CUT BETWEEN LATE FALL AND WITHIN THE DRIP LINE SHOULD BE AVOIDED FROM TREE TRUNK Root Protection BUD OPENING, WHEN ROOT ENERGY SUPPLIES ARE HIGH AND FOR EXISTING TREES TO REMAIN. RETAINING =I I= I I I—I I I VARIES PER TREE SIZE CONDITIONS ARE LEAST FAVORABLE FOR DISEASE CAUSING WALLS AND TREE WELLS ARE ACCEPTABLE I— —NOTE: SETTOP OF ROOT BALL EXTENDS FROM DRIPLINE TO DRIPLINE AGENTS. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY TO ONLY WHEN CONSTRUCTED PRIOR TO GRADE 1" TO 2" ABOVE SURROUNDING PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL CHANGE. FINISH GRADE OR BURLAP AND KEPT MOIST. —STAKE AND GUY ONLY IF REQUIRED EXISTING TREE PROTECTION TREE PLANTING 7 8 N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED eiane� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED � 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SOTA. g p LTO N CIji�no D—N yiw�� �A�f& A WI2040 H MINNESOTA 56201V L V I V I\ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTL3.�1 �e MENK Phone: r@b 231 -men onCHECKED - Sam . K of Email: Willmar@bolton-menk.com EDJH/1K Sam iJ�oi� fU� l(Iile/2.28 www.bolton-menk.com TPRDI.NO. STREETSCAPE DETAILS n OWu2791S NOTE: DECORATIVE TOOLED PATTERN TO BE INCIDENTAL TO CONCRETE SEE CONCRETE PAVEMENT (C) ON C1.04 FOR PAVEMENT SECTION DETAIL SAWCUT CONTROL JOINTS @ 2-3' O.C., _ ALIGNED WITH TOOLED GROOVES 1/2" WIDE X 1/4" DEEP TOOLED GROOVES @ 3" O.C., PERPENDICULAR TO WARNING BAND EDGE, SIMILAR TO EXAMPLE IMAGE AT RIGHT, TYPICAL o. u u � a I TYP a ° ° ° a 3 8" COLORED CONCRETE WARNING BAND SCALE: N.T.S. NOTE: POROUS PAVING SHALL BE FILTERPAVE OR APPROVED EQUAL. SEE SPECIFICATIONS www.filterpave.com Kevin@filterpave.com 573-881-1133 ppcmcbee@gmaii.com POLY -SURFACE OVERCOAT CHOKER COURSE (INCIDENTAL), 1., 3„ PLANT BED 4 -8 CLEAN, CRUSHED AGGREGATE SUPPORT LAYER (INCIDENTAL), 81, METAL EDGE - COMPACTED AGGREGATE (INCIDENTAL), SEE SPEC N i Z g SUBGRADEMATERIALVARIES, 6 -' SEE LANDSCAPE PLANS POROUS PAVING SCALE: N.T.S V ISOLATION JOINT MATERIAL. ISOLATION JOINT MATERIAL TO BE 3/4" POLYETHYLENE, NOTES: CLOSED CELL BACKING. JOINT SEALER TO BE COMPATIBLE W/ EXPANSION JOINT 1. CONTRACTOR SHALLVERIFY ALL MEASUREMENTS ON THE MATERIAL. COLOR TO BE ALUMINUM GRAY. ALL MATERIALS TO BE INSTALLED AS PER HANDRAILS FOLLOWING CONSTRUCTION OF STAIRS AND MANUFACTURERS RECOMMENDATION. SUBMIT MATERIAL SAMPLES AND TECHNICAL 0 4'-6" MIN, 6'-0" MAX. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL DATA TO OWNER REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION a BETWEEN HANDRAIL EXISTING BUILDING LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL c SUPPORT POSTS, TYP. 1/z' WIDE EXPANSION JOINT, W/ CONCRETE SIDEWALK 3" T-6" 3 1/2" 4. REFER TO GRADING PLAN FOR TOP OF STAIR AND Ti I O LENS SEALER. INCIDENTAL SCORE JOINTS, 1/8" WIDE, 1/3 DEPTH OF CONCRETE M BOTTOM OF STAIR ELEVATIONS TCONCRETE T O CONCRETE WALK (3' O.C. DECORATIVE SCORING AT WALNUT STREET ° 8 CONCRETE WALK AND BASE FAMILY PATH SHALL BE 1/4" WIDE) HOT DIP GALVANIZED STEEL PIPE ° 10'-0" 8" CONC. SLAB. SEE PLAN -1 a ALIGN W/CONTROL o HANDRAIL, 1-1/2" OUTSIDE DIAMETER FOR REINFORCEMENT. a ° 1 1 JOINT PATTERN #4 DOWEL @ 12" O.C. #4 HORZ. CONT. @ 12 O.C. ~ #4 REBAR @ 12" O.C.E.W. a #4 TIE, TYP. #4 VERT. @ 12" O.C. W/ a - I � 116" 1/2"R ON NOSING OF TREAD NOTE: REFER TRING TTERN CONIC PIER. (6) - #6 STANDARD HOOKS F P PLANS FOR SCORING PATTERN LONG. BARS AND #4 TIES _ a -III III 111111 II I I- SLOPE TREADS @ 1% TYPICAL � AND LOCATIONS OF INTEGRAL @ 1z" OC. TYP. #3 EPDXY COATED REBAR � 31/2" CORE DRILL AND EPDXY HANDRAIL 1=1 1=1 1-1 1=1 1=1 1=1 1=1 1=1 1=1 - COLORED CONCRETE INTO STAIR, 6' EMBED DEPTH, TYPICAL A #3 @ 2'-0" EPDXY COATED \ REBAR 3" MIN. COVER 1=1 T EXPANSION JOINT W/ SEALANT o b_ ✓ i ._ i ._ i 8" CONIC SLAB. #4 BARS @ 10" #4 HORZ. CONT. @ 8" O.C. CONCRETE WALK CONCRETE SIDEWALK AT BUILDING 1 2 SIDEWALK JOINTING *1'-011* —I d - #4 DOWEL 12" O.C. AREA DENOTES MAXIMUM DIMENSIONS OF SCULPTURAL SCALE: N.T.S. SCALE: N.T.S. m TOP VIEW 6" AGGREGATE BASE, 11 SCREEN WALL (BY OTHERS) NOTE: DECORATIVE TOOLED PATTERN TO BE INCIDENTAL TO CONCRETE SEE CONCRETE PAVEMENT (C) ON C1.04 FOR PAVEMENT SECTION DETAIL SAWCUT CONTROL JOINTS @ 2-3' O.C., _ ALIGNED WITH TOOLED GROOVES 1/2" WIDE X 1/4" DEEP TOOLED GROOVES @ 3" O.C., PERPENDICULAR TO WARNING BAND EDGE, SIMILAR TO EXAMPLE IMAGE AT RIGHT, TYPICAL o. u u � a I TYP a ° ° ° a 3 8" COLORED CONCRETE WARNING BAND SCALE: N.T.S. NOTE: POROUS PAVING SHALL BE FILTERPAVE OR APPROVED EQUAL. SEE SPECIFICATIONS www.filterpave.com Kevin@filterpave.com 573-881-1133 ppcmcbee@gmaii.com POLY -SURFACE OVERCOAT CHOKER COURSE (INCIDENTAL), 1., 3„ PLANT BED 4 -8 CLEAN, CRUSHED AGGREGATE SUPPORT LAYER (INCIDENTAL), 81, METAL EDGE - COMPACTED AGGREGATE (INCIDENTAL), SEE SPEC N i Z g SUBGRADEMATERIALVARIES, 6 -' SEE LANDSCAPE PLANS POROUS PAVING SCALE: N.T.S V NOTES: 92" 1. CONTRACTOR SHALLVERIFY ALL MEASUREMENTS ON THE HANDRAILS FOLLOWING CONSTRUCTION OF STAIRS AND 0 4'-6" MIN, 6'-0" MAX. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL a BETWEEN HANDRAIL PRIOR TO FABRICATION 2. RISERS TO BE EQUAL HEIGHT FOR ENTIRE RUN c SUPPORT POSTS, TYP. 3. TREADS TO BE EQUAL DEPTH FOR ENTIRE RUN 3" T-6" 3" T-6" 3 1/2" 4. REFER TO GRADING PLAN FOR TOP OF STAIR AND Ti I M BOTTOM OF STAIR ELEVATIONS 3" MIN. CLEAR COVER AT ° 8 RAILING IMBED (TYP.) Lo HOT DIP GALVANIZED STEEL PIPE ° 8 8" CONC. SLAB. SEE PLAN o HANDRAIL, 1-1/2" OUTSIDE DIAMETER FOR REINFORCEMENT. a #4 DOWEL @ 12" O.C. #4 HORZ. CONT. @ 12 O.C. ~ #4 REBAR @ 12" O.C.E.W. a #4 TIE, TYP. #4 VERT. @ 12" O.C. W/ a - I � 116" 1/2"R ON NOSING OF TREAD CONIC PIER. (6) - #6 STANDARD HOOKS LONG. BARS AND #4 TIES _ a -III III 111111 II I I- SLOPE TREADS @ 1% TYPICAL � @ 1z" OC. TYP. #3 EPDXY COATED REBAR � 31/2" CORE DRILL AND EPDXY HANDRAIL - — INTO STAIR, 6' EMBED DEPTH, TYPICAL A #3 @ 2'-0" EPDXY COATED \ REBAR 3" MIN. COVER 1=1 T EXPANSION JOINT W/ SEALANT o #4 HORZ. CONT. @ 8" O.C. CONCRETE WALK *1'-011* —I d - #4 DOWEL 12" O.C. 6" AGGREGATE BASE, 11 @ A CL. 5 (INCIDENTAL) — #4 HORZ. CONT. @ 12" O.C. W/ 4 SUBGRADE 95% COMPACTED STANDARD HOOKS #4 VERT. CONT. @ 12" O.C. W/ 4, 4 1711 STANDARD HOOKS HORZ. CONT. @ 8" O.C.1'-4" e SECTION: CONCRETE STAIRS WITH RAILING, TYPICAL SCALE: N.T.S. REINFORCED CONCRETE SCULPTURE PAD SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED eiane� BY OR UNDER Y REBS PE ISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SOTA. g 0 LTO N CITY ❑ F D—N yiw� °ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I \ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.�2 �e M E N K Phone: r@b 231 -men Monticello CHECKED - Sam . K of Email: Willmar@bolton-menk.com EDJH/1K I. )C`,fDl� fU� l(Iile/2.28 www.bolton-menk.com TPRDLND. STREETSCAPE DETAILS CLIENT DwLt27R1S NOTE: REFER TO SPECIFICATION 12-93-00 SITE FURNISHING FOR PRODUCT CONTACT AND OPTIONS. IMAGE PROVIDED FOR REFERENCE ONLY. CONTRACTOR REQUIRED TO SUBMIT SHOP DRAWINGS AND COLOR SAMPLES FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE STAINLESS STEEL HARDWARE PER MANUFACTURER RECOMMENDATIONS, INCIDENTALTO PRODUCT INSTALLATION. TABLE AND CHAIRS, MINGLE BY LANDSCAPE FORMS OR APP. EQUAL BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. CITY STANDARD BENCH BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. PRECAST CONCRETE PLANTERS, ECLIPSE COLLECTION BY WAUSAU TILE BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. NOTES: REFER TO SPECIFICATION 12-93-00 SITE FURNISHING FOR PRODUCT CONTACT AND OPTIONS. IMAGE PROVIDED FOR REFERENCE ONLY. CONTRACTOR REQUIRED TO SUBMIT SHOP DRAWINGS AND COLOR SAMPLES FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE STAINLESS STEEL HARDWARE PER MANUFACTURER RECOMMENDATIONS, INCIDENTAL TO PRODUCT INSTALLATION. MOST DEPENDABLE FOUNTAINS, INC. 5705 COMMANDER DR. P.O. BOX 587 M)F ARLINGTON, TN 38002-0587 PHONE: (901) 867-0039 MOST DEPENDABLE www.mostdependable.com FOUNTAINS,11140. Connections f� sla• OO HOLE OO _ MANUFACTURER: LANDSCAPE FORMS PRODUCT: RIDE q - TOP VIEW FINISH: GLOSS, BLACK CONTACT: www.landscapeforms.com ° rection dHa,l ° SEE PLAN FOR LOCATION AND ORIENTATION OF BIKE RACKS TheGlide, .s Wtcom)demd — — _CAST ALUMINUM COVER t y Ga➢9—bequP terefora Y + r naps era mretPIOaI�Ygn'N'"i C7 I� equipment slandar0arde. x 1 w ti �J m'y 18" 2 4r, a 3l8" NYLON REINFORCED a• SURFACE MOUNT PER f ~Y ,81/2 NYLONBRAID TUBINGWI z MANUFACTURERS PolIgo n Gliders provide seating for your '� 1l2" MIP (SUPPLY WATER) a RECOMMENDATION WITH structures in a fun new way- Constructed from ACCESS D 1 112• PVC commercial grade steel, the gliders are both m DOOR N STAINLESS STEEL HARDWARE comfortable and modern with horizontal slat ^ �J BYOTHERS a seating and clean Simple lines. ACCESS DOOR 10" - Bench length 48' 4r 72' ELEVATION SURFACE MOUNT • Seal height 19' • Laser cut & welded end frames 3/8• v a Steel framework 1/4' x 1-1R' a - - - Bench weight capacity 6001[x & 8506s ;�^ SPOT WELD a - ° ill" x 12"ZINC PLATED RO a _ - b - Smops limiting swing travel to 16 degrees fore and aftar _ D 3yearwarramy f WATER SERVICE FROM METER PIT DRANLINE TOWALL SUBDRA IN, -� �-III-III-III-� -III-III-III-� - -III- �-III-III "o SEEISTORMSWER PLANS LITTER RECEPTACLE BIKE RACK BENCH SWING, BY POLIGON OR APPROVED EQUAL /�BY OWNER, NOT IN CONTRACT (N.I.C.) /� BY OWNER, NOT IN CONTRACT (N.I.C.) 6 BY OWNER, NOT IN CONTRACT (N.I.C.) � DRQ FOUNTAIN, BY MDF, INC. OR APPROVED EQUAL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED MONED BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED � 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) NO. I—EDFOR SHEET IA 0 RCH E AT r SOTA. g 0 LTO N yL CIii�flo D—N WILLMAR, MINNESOTA 56201 r/'C` BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTL3.03 1 �e M E N K Phone: (320) 231 -men MoCHECKED = Sam . K Email: Willmar@bolton-menk.com EDJH/1K -. 6n- rub long/zD28 www.bolton-menk.com TN -140. STREETSCAPE DETAILS a Dwllnals L xa Itumm rIL.M1I SPACE EQUAL (Y8 CEDAR CROSS BRACES TOP AND BOTTOM TO BE 6" FROM END OF PICKETS, MIDDLE TO BE CENTERED :DAR POST SUITABLE GROUND CONTACT ATTACHED EACH 2x6 CROSS BRACE D STRUCTURAL REQ TO 4x4 POST WITH TWO 3' GALVANIZED LAG BOLTS AND FLAT WASHER 2x6 CROSS BRACE (TYP) ATTACH EACH 1x6 PICKET TO THE CROSS BRACE WITH 3 GALVANIZED WOOD SCREWS 1x6 PICKET (TYP) FINISH GRADE =-{r�- -� �-{��-r {_ \ F12" DIA. CONCRETE OUNDATONS OPE MULCH �U{�LJ�uI u�u�u�u{�u�uL�J$LI� �TOPTODRAIN mom m 12" DIA. CONCRETE FOUNDATION SLOPE[ TOP TO DRAIP 6" GRAVEL BASE 4x4 CEDAR POST SUITABLE FOR GROUND CONTACT LAWN AND/OR STREET SIDE 1x6 PICKET (TYP) 2x6 CROSS BRACE FENCE DESIGN SPECIAL (SCREEN FEN SCALE: N.T.S. 1'-0" DIA. 'v N NOTES: 1. CONTRACTOR TO SUBMIT PRODUCT MATERIALS, CUT SHEETS, AND SHOP DRAWINGS OF WOOD FENCE AND FASTENERS FOR APPROVAL PRIOR TO INSTALLATION. 2. CONTRACTOR RESPONSIBLE FOR STRUCTURAL INTEGRITY OF SCREEN FENCE. DETAILS SHOWN IN THE BID SET ARE FOR BIDDING AND DESIGN GUIDANCE ONLY. NOTIFY OWNER AND ENGINEER IF FENCE DESIGN AND DETAILING REQUIRE ADJUSTMENTS TO ACHIEVE ADEQUATE STRUCTURAL STABILITY. 3. ALL WOOD MATERIAL TO BE CEDAR GRADE NUMBER 2 OR BETTER I HEREBY CERTIFY THAT THIS PIAN, SPEQFIWION, OR REPORT WAS PREPARED S BY ORRER SE IRy SIJ ANDTHATILICENSED nn BOLTON 2040 HIGHWAY 12 EAST 0 25 50 0 5 10 �^ D RCH p(`ypJ�% E�Vy���r�TH(V'TAT i LICEN , 1 WILL 40AH MINNESOTA 56201 ST HORZ. VERT. Phone: (320) 231-3956 SCALE FEET SCALE FEET & M E N K Email: Willmar@bolton-menk.com Sam.. K yep n- r 1 tion n9/2023 www.bolton-menk.com F - LD w Z wz0 _D� Z U Z w < p w azo Cf 20 Fww N a /1 SALVAGED PLAY EQUIPMENT INSTALLATION L SCALE: N.T.S. �Moj�eflo cHECKEED Eh o/m LIEN, , . NOTES: ONLY INSTALLATION OF PLAY EQUIPMENT THAT DOES NOT REQUIRE A FALL PROTECTION IS ALLOWED. CONTRACTOR TO SALVAGE PLAY EQUIPMENT WITH CONCRETE BASE OR MODIFY POST TO ACCOMMODATE INSTALLATION WITH NEW CONCRETE BASE. FINISH GRADE, PAVEMENT TYPE VARIES PER PLAN POROUS PAVEMENT AND BASE COURSES PER PLAN REMOVE EXISTING CONCRETE EMBEDMENT AS NEEDED TO INSTALL POROUS PAVEMENT FLUSH WITH POST PLACE SALVAGED PLAY EQUIPMENT STEEL POST AND CONCRETE FOUNDATION EMBEDMENT PER PLAN (FINAL LOCATIONS FOR EACH TO BE FIELD DIRECTED BY ENGINEER) MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE DETAILS STREETSCAPE DETAILS SHEET L3.04 O N ID I. D 32'-0" STEEL ROPE WITH TENSIONABLE END CONNECTORS AT BOTTOM CABLE SYSTEM WALL MOUNTS IN L IN 4 _ r _ °� ., d ° Q .4 D D FINISH GRADE ELEVATION: GREEN WALL 1 BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. ROOT BALL RESTS ON EXISTING OR Z!N p VINE ROOT BALL RESTS ON EXISTING OR p p RECOMPACTED SOIL RECOMPACTED SOIL NO MORE THAN 1" OF MULCH ON 3" LAYER OF MULCH, TOP OF THE ROOT BALL, LIGHTLY NO MORE THAN 1" OF MULCH ON TAMP AROUND ROOT BALL BEFORE TOP OF THE ROOT BALL COVERING WITH MULCH ' (SEE SPECS FOR MULCH) GUIDE VINE D O ALONG STEEL ROPE METAL EDGE, SEE SPEC POROUS PAVEMENT PER PLANS PRIOR TO MULCHING EXISTING WALL W/ STEEL ROEXISTING WALL W/ PE 0 4 LIGHTLY TAMP AROUND EIFS FACADE EIFS FACADE ROOT BALL, SEE NOTES R ' STAINLESS STEEL ROPE END CAP WITH e ' "vl STAINLESS STEEL TIGHTENER WALLANCHORCABLE SYSTEM WALLMOUNTANCHOR/\ STAINLESS STEEL ROPE W/ SPACER, PER W/SPACER, PER MANUFACTURER F— /�� /- /��\ MANUFACTURER to, /�� 12" PLANTING SOIL 41/4" � 0' 41/4" GRADE EXISTING SOIL 1'_6" VINE TRELLIS UPPER CABLE ATTACHMENT VINE TRELLIS LOWER CABLE ATTACHMENT VINE TRELLIS PLANTING DETAIL - TYP. 2 BY OWNER NOT IN CONTRACT N.I.C. /1 BY OWNER, NOT IN CONTRACT (N.I.C.)/1 BY OWNER, NOT IN CONTRACT (N.I.C.) 5 GROUNDCOVER PLANTING ADJACENT TO POROUS PAVEMENT 2 SCALE: N.T.S. SCALE: N.T.S. BY N.T.S. SCALE: N.T.S. 38 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. I—ED FOR ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 25 50 0 5 10 IAD RCH E AT x SOCA. BOLTON C I T ti ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.�5 c o HORZ. VERT. Phone: (320) 231-3956 Monticello CHECKED SCALE FEET SCALE FEET JH JK = Sam . K �c M E N K Email: Ww.bolton-menk.com com / STREETSCAPE DETAILS on. -s 1 y I�..OL/19/2023 www.bolton-menk.com �= alEowiiiials STREETSCAPE DETAILS 4- d p 4 D D d -. - d d b Q p' D 4 IN .. d IN I> IN IN Is D D D IN D R' D 4 ..D d 4 4. D Q l> 4 ZN IN IN 'D D p °. >p p 4 - 4 D D I) 4 �� d D b.. - - ° IN - 4 � D -D D 4 b 4 D- I> D 4. d D �D bIN D d D D. .D 4 �D IN 4 D 4 4 D- _ D IN ° d IN D D d D d D 4 d D '. ., 4 D. D D dD D d IN ND D_ p Day d 4 . - .. IN .p 4 4 d _ °.., _ d D D b IN IN STEEL ROPE WITH TENSIONABLE END CONNECTORS AT BOTTOM CABLE SYSTEM WALL MOUNTS IN L IN 4 _ r _ °� ., d ° Q .4 D D FINISH GRADE ELEVATION: GREEN WALL 1 BY OWNER, NOT IN CONTRACT (N.I.C.) SCALE: N.T.S. ROOT BALL RESTS ON EXISTING OR Z!N p VINE ROOT BALL RESTS ON EXISTING OR p p RECOMPACTED SOIL RECOMPACTED SOIL NO MORE THAN 1" OF MULCH ON 3" LAYER OF MULCH, TOP OF THE ROOT BALL, LIGHTLY NO MORE THAN 1" OF MULCH ON TAMP AROUND ROOT BALL BEFORE TOP OF THE ROOT BALL COVERING WITH MULCH ' (SEE SPECS FOR MULCH) GUIDE VINE D O ALONG STEEL ROPE METAL EDGE, SEE SPEC POROUS PAVEMENT PER PLANS PRIOR TO MULCHING EXISTING WALL W/ STEEL ROEXISTING WALL W/ PE 0 4 LIGHTLY TAMP AROUND EIFS FACADE EIFS FACADE ROOT BALL, SEE NOTES R ' STAINLESS STEEL ROPE END CAP WITH e ' "vl STAINLESS STEEL TIGHTENER WALLANCHORCABLE SYSTEM WALLMOUNTANCHOR/\ STAINLESS STEEL ROPE W/ SPACER, PER W/SPACER, PER MANUFACTURER F— /�� /- /��\ MANUFACTURER to, /�� 12" PLANTING SOIL 41/4" � 0' 41/4" GRADE EXISTING SOIL 1'_6" VINE TRELLIS UPPER CABLE ATTACHMENT VINE TRELLIS LOWER CABLE ATTACHMENT VINE TRELLIS PLANTING DETAIL - TYP. 2 BY OWNER NOT IN CONTRACT N.I.C. /1 BY OWNER, NOT IN CONTRACT (N.I.C.)/1 BY OWNER, NOT IN CONTRACT (N.I.C.) 5 GROUNDCOVER PLANTING ADJACENT TO POROUS PAVEMENT 2 SCALE: N.T.S. SCALE: N.T.S. BY N.T.S. SCALE: N.T.S. 38 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED NO. I—ED FOR ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 25 50 0 5 10 IAD RCH E AT x SOCA. BOLTON C I T ti ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.�5 c o HORZ. VERT. Phone: (320) 231-3956 Monticello CHECKED SCALE FEET SCALE FEET JH JK = Sam . K �c M E N K Email: Ww.bolton-menk.com com / STREETSCAPE DETAILS on. -s 1 y I�..OL/19/2023 www.bolton-menk.com �= alEowiiiials STREETSCAPE DETAILS STREETSCAPE COUNTERTOP NOTES: DIGITAL GRAPHIC PATTERN TO BE PROVIDED TO CONTRACTOR FOR FABRICATION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. DIMENSIONING AND SIZING OF MATERIALS AND HARDWARE ARE FOR AESTHETIC PURPOSES ONLY, CONTRACTOR RESPONSIBLE FOR STRUCTURAL STABILITY OF PRODUCT. CONTACT LANDSCAPE ARCHITECT FOR ANY MODIFICATIONS NEEDED. 6"x1"x96" THERMALLY MODIFED "" PLANKS, ANCHORED FROM BELO ELEVATION STREETSCAPE COUNTER TOP - ADD ALTERNATE 1 SCALE: N.T.S. UM CHANNEL FRAME TORT COUNTER TOP PLANKS SECTION PERSPECTIVE VIEW ONES: ONTINUOUS J" FILLET WELD ALL 3 7/8" MOOTH PRIOR TO POWDERCOATING \ D a 00 ISTORIC BRIDGE PATTERN CUT ROM 1" ALUMINUM PLATE, OWDER COATED BRONZE COLOR O O O O O O O O O :ENTERED ANCHOR BOLTS, N Do < XPOSED FACE: HILTI HIT-HY 8 3/4" //// /// ///////// / FINISH GRADE PLANTING SOIL 1/8" STEEL PLATE, HOT DIP GALVANIZED \• 1I F}'� 1I m m //\N A A \//\//\//\/ rl1'-3 S/8.. — 1'-3 S/8 —�- -�—� �— i3 5/8"_ - 1'-3 5/8" —� M ELEVATION STREETSCAPE COUNTER TOP - ADD ALTERNATE 1 SCALE: N.T.S. UM CHANNEL FRAME TORT COUNTER TOP PLANKS SECTION PERSPECTIVE VIEW ONES: ONTINUOUS J" FILLET WELD ALL ,LUMINUM CONNECTIONS. GRIND MOOTH PRIOR TO POWDERCOATING \ D a 00 ISTORIC BRIDGE PATTERN CUT ROM 1" ALUMINUM PLATE, OWDER COATED BRONZE COLOR v :ENTERED ANCHOR BOLTS, N :OUNTERSUNK AND PAINTED XPOSED FACE: HILTI HIT-HY 8 3/4" 00 V3 + HAS -E, TYPICAL PLAN, FIELD VERIFY PRIOR TO FABRICATION Eia_0110a11190 END ELEVATION O REMOVABLE FOURTH SIDE, SECURE WITH TAMPER-RESISTANT BOLTS AND NUTS �1'-3 5/8"� 77a HISTORIC BRIDGE PATTERN CUT ,p1 FROM 1" ALUMINUM PLATE, POWDER COATED BRONZE COLOR ti o in m TREE TRUNK m TREE GUARD NOTES: DIGITAL GRAPHIC PATTERN TO BE PROVIDED TO CONTRACTOR FOR FABRICATION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. DIMENSIONING AND SIZING OF MATERIALS AND HARDWARE ARE FOR AESTHETIC PURPOSES ONLY, CONTRACTOR RESPONSIBLE FOR STRUCTURAL STABILITY OF PRODUCT. CONTACT LANDSCAPE ARCHITECT FOR ANY MODIFICATIONS NEEDED. o� ANCHOR STAKES III III -III PERSPECTIVE VIEW 2 TREE GUARD -ADD ALTERNATE SCALE: N.T.S. 4 DECORATIVE RAILING INSTALLATION SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED - BILAY 0 OR UNDRCERH Y Vf VAAT & LICENSED 2040 HIGHWAY I2 EAST ji�no EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET SOWILLMMINNESOTA 56201 oD..N/gpLTON BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECThone: 231-3956 `xecxLD Email:PWillmar@bolton-menk.com JH/1K L3.0 6 Sam & MENK ww.bolton-menk.com CLIENT STREETSCAPE DETAILS DK OW11na1S �y9NT/ �N { vVGBFp FINISH GRADE MULCH //// /// ///////// / FINISH GRADE PLANTING SOIL 1/8" STEEL PLATE, HOT DIP GALVANIZED \• 1I F}'� 1I //�//�// //\N A A \//\//\//\/ SALVAGED DECORATIVE BRIDGE RAILING, REPAINTED BRONZE COLOR, JISH, ATSTREET EDGE OF PLANTING BEDS II SLEEVE WITH COUNTERSUNK ONG WALNUT STREET PER PLAN. MOUNT• ��:, �� .. �� / / / / / SET SCREWS BY FABRICATOR _ Oy` LUSH TO FACE OF CONCRETE WARNING C 1 BAND PAVING SLAB WITH EXPANSION k O! ANCHORS AT 2'-0" O.C. SELECTED BY ABRICATOR. GRIND SMOOTH ALL EDGES NGBq�O�c , I °FRp pqV� a a d SQUARE STEEL TUBE SLEEVE EMBEDDED IN FOUNDATION, GALVANIZED AND PAINTED 12" 0 CONCRETE FOUNDATION lyN TO FROST DEPTH 4 DECORATIVE RAILING INSTALLATION SCALE: N.T.S. I HEREBY CERTIFY THAT THIS PIAN, SPECIRWION, OR REPORT WAS PREPARED - BILAY 0 OR UNDRCERH Y Vf VAAT & LICENSED 2040 HIGHWAY I2 EAST ji�no EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET SOWILLMMINNESOTA 56201 oD..N/gpLTON BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECThone: 231-3956 `xecxLD Email:PWillmar@bolton-menk.com JH/1K L3.0 6 Sam & MENK ww.bolton-menk.com CLIENT STREETSCAPE DETAILS DK OW11na1S EXISTING PLAYGROUNDSIDEWALK TO REMAIN TERRACE, WIDTH VARIES, SEE PLANS STONE TYPE F, AMPHITHEATER SEAT WALL BLOCK, SEE L3.09 STONE TYPE F, AMPHITHEATER SEAT WALL BLOCK, SEE L3.09 GARDEN WITH SIDEWALK STONE OUTCROPPING STONE BLOCK OUTCROPPING, F—SEE 1-1.15 AND 1-3.09 FOR PLACEMENT, TYPE, AND SIZES NOTES: 1. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS ON THE HANDRAILS FOLLOWING CONSTRUCTION OF STAIRS AND PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 2. RISERS TO BE EQUAL HEIGHT FOR ENTIRE RUN 3. TREADS TO BE EQUAL DEPTH FOR ENTIRE RUN 4. REFER TO GRADING PLAN FOR TOP OF STAIR AND BOTTOM OF STAIR ELEVATIONS CIP CONCRETE, CITY STANDARD COLOR HOT DIP GALVANIZED STEEL PIPE HANDRAIL, 1-1/2" OUTSIDE DIAMETER STONE BLOCK BEYOND 8'-1" TYP. TYP. 5'_6" TYP. TYP. 4'-2". TYP. - RZLlR, SLOPE TREADS @ 1% TYPICAL a 31/2" ZD CONCRETE WALK ; ISI III �� POROUS PAVEMENT, PER PLANS '� Cf SEE 4/1 -3.02 -I -III -I • ,. _.= = r —I III III-III-ITI= EXPANSION JOINT III III—III III III — = I i I III -I -III III -III 6 #4 REB12" AGGREGATE BASE, W/ SEALANT III = "' "' "' "' CL. S (INCIDENTAL) _ AR @ " #4 DOWEL @ 12" O.C. I l I— H I = =1 _III III III I —� O.C.E.W. SUBGRADE 95% o o III III#3 EPDXY COATED REBAR COMPACTED #3 @ 2'-0" EPDXY COATED 1/2"R ON NOSING FOOTINGS TO REBAR 3" MIN. COVER OF TREAD, TYP. FROST, TYP. CORE DRILL AND EPDXY HANDRAIL INTO STAIR, 6" EMBED DEPTH, TYPICAL VARIES, SEE STORM SEWER PLAN #4 HORZ. CONT. @ 8" O.C. #4 HORZ. CONT. @ 12" O.C. W/ STANDARD HOOKS SEE PLANS & PROFILE SHEET C5.07 #4 VERT. CONT. @ 12" O.C. W/ STANDARD HOOKS SECTION: PARK EDGE THROUGH TERRACES SECTION DETAIL: TERRACE STEPS SCALE: N.T.S. 2 SCALE: N.T.S. c� �g I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY I—ED FOR LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET O ZS SO O S LO IA 0 RCH E AT E SDTA. BOLTON CITY ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.�7 c o HORZ. VERT. Phone: (320) 231 -men MontiAlc CHECKED SCALE FEET SCALE FEET EDJH/JK = Sam . K & M E N K Email: ww.b r@bokonk.com com ' ll.9oi 1 I�..Oi/19/2023 www.bolton-menk.com STREETSCAPE DETAILS alEowiiiials SLOPE GARDEN SIDEWALK SLOPE GARDEN , '°�'•• ��� x '.vb_. .. ..p�•'1Y5. relP� RETAINING WALL BLOCK, SEE SHEET L3.10 FOR RETAINING WALL DETAIL CONCRETE PAVEMENT SECTION: PARK EDGE THROUGH SLOPE WITH RETAINING WALL SCALE: N.T.S. EXISTING LAWN TO REMAIN SIDEWALK SEE ##### FOR 1 STAIR ELEVATIO L SECTION: PARK EDGE THROUGH SLOPE STAIR SCALE: N.T.S. g I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED ESiDrvED ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET 0 25 50 0 5 10 IAD RCH E AT R SDTA. BOLTON CITY ❑ F DPAWN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 V L V �7G I V I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.�8 c o HORZ. VERT. Phone: (320) 231-3956 Monticello CHECKED w SCALE FEET SCALE FEET JH/JK = Sam . K & M E N K Email: ww.b r@bokonk.com com ' 11901 1 I�..OL/19/2.23 www.bolton-menk.com STREETSCAPE DETAILS alEowiiiials STONE TYPE LEGEND SURFACE FINISH TYPE LABEL APPLICATION / NOTES SPECIES LENGTH HEIGHT TOP & BOTTOM ENDS FRONT & BACK AO FREESTANDING BLOCK LIMESTONE 48INCHES 21 INCHES SAWN SPLIT FACE SPLIT FACE O FREESTANDING BLOCK CARNELIAN GRANITE 48INCHES 21 INCHES SAWN SPLIT FACE SPLIT FACE O RETAINING WALL BLOCK CARNELIAN GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN SPLIT FACE O RETAINING WALL BLOCK CARNELIAN GRANITE VARIES 30-48 INCHES 12 INCHES SAWN SAWN SPLIT FACE O CONCRETE -ADJACENT BLOCK CARNELIAN GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN (1) SPLIT FACE, (1) SAWN O AMPHITHEATER SEAT WALL BLOCK CARNELIAN GRANITE 48INCHES 241NCHES SAWN SAWN SAWN O FREESTANDING BLOCK MESABI BLACK GRANITE 48INCHES 21 INCHES SAWN SPLIT FACE SPLIT FACE O RETAINING WALL BLOCK MESABI BLACK GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN SPLIT FACE O RETAINING WALL BLOCK MESABI BLACK GRANITE VARIES 30-48 INCHES 12 INCHES SAWN SAWN SPLIT FACE O CONCRETE -ADJACENT BLOCK MESABI BLACK GRANITE VARIES 30-48 INCHES 241NCHES SAWN SAWN (1) SPLIT FACE, (1) SAWN O ACCENT BOULDER SALVAGED GRANITE > 24 INCH DIAMETER - - - - BOULDERS NOTES: 1. CONTRACTOR TO PROVIDE STONE SAMPLE TO CITY FOR FINAL COLOR AND FINISH SELECTION 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL STONE WORK ASSEMBLIES STONE TYPE I - RETAINING WALL BLOCK, 1 FT HIGH STONE TYPE D - RETAINING WALL BLOCK, 1 FT HIGH v r� rr PARK EDGE STONE TYPES SCALE: N.T.S. I HEREBY CERTIFY THATTHIS PIAN,1PP1o1'ICATION, OR RPPP1PpppORT WAS PREPARED LA D DPDN RyCHe��Yy.�■RELT SfHE 114W19fjHj{TAT6GFJgBJ�LICE SED -I- Dao K lla-s ruV�v\COn/99/2023 ,/1�1V71III11,11 STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONETYPEJ- CONCRETEADJACENTBLOCK )NE TYPE C- RETAINING WALL BLOCK, 2 FT HIGH )NE TYPE H - RETAINING WALL BLOCK, 2 FT HIGH STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONE TYPE K - ACCENT BOLDERS STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE STONE TYPE F -AMPHITHEATER SEAT WALL BLOCK STONE TYPE E - CONCRETE ADJACENT BLOCK STONE TYPE I - RETAINING WALL BLOCK, 1 FT HIGH STONE TYPE H - RETAINING WALL BLOCK, 2 FT HIGH t, �Cr — Y LSTONE RETAINING WALL WITH 24' udow COMPACTED GRANULAR SUBBASE r.. STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE NISH �'.STONE RETAINING WALL WITH 24" COMPACTED GRANULAR SUBBASE 24" DEPTH COMPACTED GRANULAR SUBBASE. TYPICAL FOR STONE RETAINING WALLS WITH 2 OR MORE COURSES. SEE 1/1-3.10 FOR DETAIL 1 i �30LTON 2040 HIGHWAY I2 EAST CITU' OF EH/B. WILLMAR, MINNESOTA 56201 l_ E �c M E N K Phone:(320)23 31-3956 �irIa/ Montice a DiiBHPBJ/EF Email: Willmar@bolton-menk.com 1H/JK www.bolton-menk.com Rol No MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.09 STREETSCAPE DETAILS FREESTANDING BLOCK, TYPES A, B, AND G. SEE LANDSCAPE PLANS FOR LOCATION 6" EPDXY COATED PIN, L2 PINS PER BLOCK �MAINTAIN 3" CLEAR TO EDGE OF CONCRETE PLANS LANDSCAPE PER LOCATE PIN MIN. 3" SECTION FROM EDGE OF BLOCK TYPICAL SECTION: FREESTANDING BLOCK WITH CONCRETE BASE SCALE: N.T.S. NOTE: REFER TO GRADING PLAN FOR SLOPES BUILD UP GRADE ON DOWNHILL SIDE OF ROOTBALLTO ENSURE ROOTS ARE COVERED EXISTING GRADE PLANTING SOIL RETAINING WALL BLOCK, TYPES C AND H. SEE LANDSCAPE PLANS FOR LOCATION STABILIZED STONE ,TE INCIDENTALTO - INE TYPES C AND H TIGHT TO WALK �x� EDGE PER PLAN, 4P VARIES, 2" MAX \ 4 RETAINING WALL AT RIVER STREET PARKING LOT EDGE SCALE: N.T.S. BOULDER GENERAL NOTES 3" MULCH, PULLED AWAY FROM ROOT FLAIR PARKING LOT CONCRETE CURB, TYP. BY OTHERS (BLOCK 52) 1, SEE PLAN FOR LOCATIONS. FIELD VERIFY LOCATION BY OWNER'S REPRESENTATIVE. 2. BOULDER TO VARY IN SIZE FROM 2'-3' TALL, 1.5'-3' WIDE, 1.5'-3' DEEP 3. NATURAL SHAPED BOULDERS, COLOR TO VARY -CONTRACTOR TO SUBMIT BOULDER TYPE AND COLOR FOR APPROVAL LANDSCAPE PER PLANS ACCENTS �Z�x� { /�3" MULCH BOULDER,\ l`; MATERIAL STONE TYPE K � � �/ BURY 1/4 BOULDER FREESTANDING BLOCK, TYPES A, B, AND G. SEE LANDSCAPE PLANS FOR LOCATION :RETE WALK LANDSCAP � - ILANS PLANS �AA�AA�VA�VA�AA� � i�%AA%AA%AA%A SAA/ VA%AA%AA%AA%/ // TIGHTTO WALK EDGE PER PLAN, GAP VARIES, 2" MAX, FILL WITH POLYMERIC SAND, TYPICAL SECTION TYPICAL SECTION: FREESTANDING BLOCK WITH AGGREGATE BASE SCALE: N.T.S. RETAINING WALL BLOCK, TYPES C, D, H, AND I. SEE LANDSCAPE PLANS FOR LOCATION LANDSCAPE PER PLANS 6" COMPACTED AGGREGATE BASE, CL 5 S TYPICAL SECTION: RETAINING WALL BLOCK SET IN LANDSCAPE SLOPE SCALE: N.T.S. POROUS PAVEMENT,— INSTALL FLUSH TO FACE OFSTONE STRUCTURAL SOIL FREESTANDING BLOCK, TYPES A, B, AND G. SEE LANDSCAPE PLANS FOR LOCATION LANDSCAPE PLANTING PER PLANS RETAINING WALL BLOCK, TYPES C, D, H, AND I. SEE LANDSCAPE PLANS AND PERSPECTIVE FOR TYPE LOCATIONS 1" SETBACK PER COURSE, TYP. HEIGHT VARIES, SEE GRADING AND LANDSCAPE PLANS FOR TOP OF WALL ELEVATIONS AND STEPS IN RETAINING WALL COURSING CIP CONCRETE, CITY STANDARD COLOR 12" SELECT GRANULAR SAND OR DRAINAGE AGGREGATE GEOTEXTILE SEPARATING DRAINAGE AGGREGATE AND UNCONTROLLED BACKFILL SUBDRAIN, PER SPECIFICATION 6" STONE BLOCK BURY DEPTH 24" DEPTH COMPACTED GRANULAR SUBBASE TYPICAL SECTION: RETAINING WALL BLOCK AT PARK EDGE SCALE: N.T.S. REFER TO LANDSCAPE PLANS FOR BLOCK TYPE AND LOCATIONS SEALED EXPANSION JOINT WHERE CONCRETE ADJACENT TO STONE BLOCK CONCRETE WALK IIIII-III —II;L 12" SELECT GRANULAR SAND . OR DRAINAGE AGGREGATE III GEOTEXTILE SEPARATING DRAINAGE AGGREGATE AND UNCONTROLLED BACKFILL SUBDRAIN, PER SPECIFICATION III_ a STABILIZED STONE AGGREGATE INCIDENTAL TO STONE TYPES E AND 1 TO WALK EDGE PER PLAN, ' GAP VARIES, 2" MAX a i ti ti ti ti ti ti ti ti» -.. N V >\\\\ 24" DEPTH COMPACTED II AGGREGATE BASE CLS I I I 6 ACCENT BOULDER TYPICAL SECTION: FREESTANDING BLOCK AT POROUS PAVEMENTTYPICAL SECTION: CONCRETE -ADJACENT BLOCK AT WALNUT TERRACE M SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 38 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED —NED ',� BY OR UNDER Y REBS PE ISI ANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SDTA. g p LTO N CITY ❑ F D..N yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 w V L V �7G I V I \ BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.1� c o Phone: (320) 231-3956 Monticello CHECKED Sam . K ye� & M E N K Email: ww.b r@bokonk.com com LDJH/1K 52 Vn_ rub �o/e/2.28 www.bolton-menk.com STREETSCAPE DETAILS j i ic. no. CLIENT 1127615 WALNUT TERRACE ENLARGEMENT PLAN 1 SCALE: N.T.S. . ART INSTALLATION AREA 6"x6" TUBE STEEL, GALVANIZED AND PAINTED PARKING LOT �Y-48"BENCHSWINNG (BY I TOP OF STONE MINIMUM 3" ABOVE TOP OF ADJACENT PAVEMENT z J C7 LLz 0 H z O p0 0 l7 0 a w 0 v) H wo: 0 Q LL SEE L3.10 FOR DETAIL OF CONCRETE -ADJACENT STONE BLOCK AT WALNUT TERRACE WALNUT TERRACE CROSS SECTION A SCALE: N.T.S. �g I HEREBY CERTIFY THAT THIS PIAN, SPECInCATION, OR REPORT WAS PREPARED DUIGNED NO. I—ED FOR �7G A EH/BJ MIDNTICELLO, MINNESOTA SP 86 05-59 (TH 2SHEET BY ORUNDR VfVA&LICENSED 2040 HIGHWAY 1z EAST 0 WILLMCITY ❑F DPWN0 25 60 0 10 A RCH MINNESOTA BH/gOLTON Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT HORZ. VERT. hone: 231-CHECKED L3.1 1 SCALE FEET SCALE FEET il:Wr@bokonmen comMontcnJH/1K my ww.bolton-menk.com CLIENT MENK STREETSCAPE DETAILS Vi fU i�ie/zoz8 OW17791S -0", TYP V-6" TYP. 10'-6", TYP. 44'-6" — — — — — — — , o + , — —— — — V—+++ --�.'�`ART INSTALLATION AREA ISSCROSSING DOUBLE LAVER CANOPY, T-0", TYP. 4'-0", TYP. T-0", TYP. 2"X2" STEEL TUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME I 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR ART JI INSTALLATION BY OWNER ti n (2) 48" BENCH SWINGS BY 6"x6" TUBE STEEL POST ANDBERM FRAME, POLIGON OR EQUAL, GALVANIZED AND PAINTED, TYPICAL MOUNT TO FRAME PER MANUFACTURER'S RECOMMENDATIONS ADJACENT STAIR AND SIDEWALK PER PLAN SCALE: N.T.S. I HEREBY CERTIFY THAT THIS —N, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y IA 0 RCH V EV v AATGVLICENSED ,nn1 2040 HIGHWAY I2 EAST 50WILLMAR, MINNESOTA 562 01BOLTON �e M E N K Phone: (320) 231-3956 men Sam . K �i.��I�] I I (� (�,� Email: Willmar@bolton-menk.com xc. no. ` aJs r`^oMe I`R'•�•9/2023 www.bolton-menk.com 1'-0", —. —++ ++ ++ ln'LLHILBOONNIrnoxs AaEro eE eoLrEx, xo oaiulrvc oawEL"I� ART INSTALLATION AREA 3. PMNT COATNE SNAll 11 MISSISSIPPI BRONZE COME, PER o w V STEEL CLAMSHELL ESCUTCHEON COVER TO Bo HIDE ANCHOR BOLTS AND MOUNTING PLATE, GALVANIZED AND PAINTED WELDED STEEL MOUNTING PLATE AND ANCHOR BOLTS (7)-#4 LAT BARS @ 12" (8) #4 LONG. BARS SEALED EXPANSION JOINT, TYPICAL AGAINST STAIR AND SIDEWALK PIER FOOTING PER QUARE J CITY ❑F Monticello c"B"/Bl/EF D H/M cLIENTP o . a u 0 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEEL TUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR - 0 ART INSTALLATION BY OWNER 1' -Oxy` �`1'_oll m Y C � F S—, L -- r ,r T-21/8" 2'-67/8" 2'-67/8"T-21/8"�� U a io v SCALE: N.T.S. I HEREBY CERTIFY THAT THIS —N, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y IA 0 RCH V EV v AATGVLICENSED ,nn1 2040 HIGHWAY I2 EAST 50WILLMAR, MINNESOTA 562 01BOLTON �e M E N K Phone: (320) 231-3956 men Sam . K �i.��I�] I I (� (�,� Email: Willmar@bolton-menk.com xc. no. ` aJs r`^oMe I`R'•�•9/2023 www.bolton-menk.com 1'-0", —. —++ ++ ++ ln'LLHILBOONNIrnoxs AaEro eE eoLrEx, xo oaiulrvc oawEL"I� ART INSTALLATION AREA 3. PMNT COATNE SNAll 11 MISSISSIPPI BRONZE COME, PER o w V STEEL CLAMSHELL ESCUTCHEON COVER TO Bo HIDE ANCHOR BOLTS AND MOUNTING PLATE, GALVANIZED AND PAINTED WELDED STEEL MOUNTING PLATE AND ANCHOR BOLTS (7)-#4 LAT BARS @ 12" (8) #4 LONG. BARS SEALED EXPANSION JOINT, TYPICAL AGAINST STAIR AND SIDEWALK PIER FOOTING PER QUARE J CITY ❑F Monticello c"B"/Bl/EF D H/M cLIENTP o . a u 0 x 11'-6" SHADE STRUCTURE, PLAN LAYOUT, TYP SCALE: N.T.S. 1'-0" 9'-0" O.C. TYPICAL 0 +++ ART INSTALLATION AREA 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR ART INSTALLATION BY OWNER CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEELTUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL a a e SHADE STRUCTURE, CROSS SECTION SCALE: N.T.S. MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.12 STREETSCAPE DETAILS 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEEL TUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR - 0 ART INSTALLATION BY OWNER 1' -Oxy` �`1'_oll m Y C � F S—, L -- r ,r T-21/8" 2'-67/8" 2'-67/8"T-21/8"�� x 11'-6" SHADE STRUCTURE, PLAN LAYOUT, TYP SCALE: N.T.S. 1'-0" 9'-0" O.C. TYPICAL 0 +++ ART INSTALLATION AREA 1/2"0 X 6" GALVANIZED THROUGH BOLT FOR ART INSTALLATION BY OWNER CRISSCROSSING DOUBLE LAYER CANOPY, 2"X2" STEELTUBE, GALVANIZED AND PAINTED, BOLTED TO STRUCTURAL FRAME 6"x6" TUBE STEEL POST AND BEAM FRAME, GALVANIZED AND PAINTED, TYPICAL a a e SHADE STRUCTURE, CROSS SECTION SCALE: N.T.S. MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT L3.12 STREETSCAPE DETAILS PAINT KEY PAINT# COLOR PAINT 0 DARK BLUE CMYK: C100 M74 Y33 K17 PAINT20 BRIGHT GREEN CMYK: C61 MO Y99 KO PAINT 30 DARK BROWN CMYK: C40 M70 Y100 K89 PAINT ® WHITE: CO MO YO KO EMBEDDED CENTER POST SLEEVE PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. AND BRACE TFINAL COLORS WILL BE PROVIDED FOR CONTRACTOR TO USE BY CONNCTRRACCTOR COORDINATEDED BY CAST IN PLACE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN 3 FOUNDATION W/ ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. L3.oa FORMLINER AS SPECIFIED PAINTED ALUMINUM asCABINET W/ CUTOUT 4 2 PATTERN BACKED W/ Laos Laos ILLUMINATED ACRYLIC DIFFUSER PANEL, SEE ACRYLIC da. ... PRODUCT NOTES. SEE PAINT NOTE @ PAINTED ALUMINUM 3.08 CABINET, SEE PAINT NOTEiO 4'_0" 1O SO" J N N i --PAINTED ALUMINUM 00 CABINET W/ CUTOUT r Q a PATTERN BACKED W/ PAINTED DOO PAINTED PAINTED A ALUMINUM, SEE ALUMINUM, SEE ALUMINUM, E �o ILLUMINATED 1"- a PAINT NOTE D _ PAINT NOTE D PAINT NOTE 1 D O ACRYLIC DIFFUSER O a aQ PANEL, SEE ACRYLIC PAINTED ALUMINUM D� —PAINTED ALUMINUM PAINTED ALUMINUM aD O PRODUCT NOTES. CABINET W/ CUTOUT pO a CABINET W/ CUTOUT CABINET W/ CUTOUT EMBEDDED CENTER POST SLEEVE o SEE PAINT NOTE @ PATTERN BACKED W/ oO PATTERN BACKED W/ PATTERN BACKED W/ AND BRACE SUPPORTS TO BE O�PAINTED ILLUMINATED oO 8� ILLUMINATED ILLUMINATED COORDINATED BY CONTRACTOR ALUMINUM, SEE ACRYLIC DIFFUSER ACRYLIC DIFFUSER ACRYLIC DIFFUSER a D PANEL, SEE ACRYLIC �� PANEL, SEE ACRYLIC PANEL, SEE ACRYLIC SIGN CABINET PAINT NOTE D PRODUCT NOTES. O a PRODUCT NOTES. PRODUCT NOTES. N WECORATIVE CONCRETE Oa SEE PAINT NOTE O SEE PAINT NOTE @ SEE PAINT NOTE@ I o a I I FOUNDATION ABOVE GRADE ao oO ILLUMINATED O ILLUMINATED I I SMOOTH FORM FINISH TO aQ oO PUSH-THROUGH PUSH-THROUGH EXTEND BELOW GRADE (4" MIN.) o ? PROVIDE THREADED 1` ACRYLIC LETTERS 1" ACRYLIC LETTERS 1' HOLES FOR MOUNTING �� O PROUD OF FACE OF PROUD OF FACE OF SEALED EXPANSION a GRAPHIC PANEL W/ oO ALUMINUM CABINET. ALUMINUM CABINET. JOINTS (TYP.) MECHANICAL Oa SEE ACRYLIC & SEE ACRYLIC & FINISHED GRADE a MOUNTING PROVIDED D ELECTRICAL NOTES. ELECTRICAL NOTES. ao BY OTHERS (N.I.C) O� d aooO ELECTRICAL CONDUIT PAINTED I. a� •I CAST IN PLACE PCC STEM WALL D O —PAINTED O a ALUMINUM, SEE aQ ALUMINUM, SEE DO PAINT NOTE @ {a } , . l ,a I #4 HORIZONTAL BARS @ 8" O.C. D O PAINT NOTED O a 1" CHAMFERa I I ` #4 VERTICAL BARS @ 12" O.C. DO PAINTED m I.,,; WITH STANDARD HOOK ON ENDS D 1" CHAMFER O a _ CUT TOP OF ALUMINUM, SEE . �➢ FORMLINER TO 2'-0" .F � 3" MIN. COVER PAINT NOTE z FROM REINFORCING O FORMLI ER o a CURVE 0 FORMLINERTO D I• m: Ln _ _ CURVE 2 0 1" CHAMFER a� @ 1" CHAMFER oO 'i #4 BARS 9" O.C. CAST IN PLACE CAST IN PLACE O CAST IN PLACE CAST IN PLACE oOa FOUNDATION W/ FOUNDATION W/ o •� "•a ' +T•� - TOP AND BOTTOM FOUNDATION W/ FOUNDATION W/ D //—FORMLINER __T_____�- POURED IN PLACE / - FORMLINER .� -• •�° FORMLINER AS FORMLINER AS ^ SPECIFIED -- ��- PCC FOOTING i SPECIFIED O ry SPECIFIED SPECIFIEDv o 0 0 0 0 \ 2" WIDE EA. FACE, \ 2" WIDE EA. FACE, r1 2" WIDE EA. FACE, c-1 2" WIDE EA. FACE, CHAMFER CORNER � CHAMFER CORNER v i TYP CHAMFER CORNER, TYP. CHAMFER CORNER r . v r TYP. TYP. 3'-0" FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE zM 1 ELEVATION: SIDEWALK FACE z ELEVATION: TALL END 3 ELEVATION: STREET FACE 4 ELEVATION: SHORT END S ELEVATION: MONUMENT SIGN FOOTING SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. a� RS I HEREBY CERTIFY THAT THIS PIAN, SPECIRCATION, OR REPORT WAS PREPARED BIGNEO -� BY OR UNDER Y REBS PE ISI ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET IA 0 RCH E AT x SDTA. g 0 LTO N CITY ❑ F oRAwN yiw� �Ay�°ly� A WILLMAR, MINNESOTA 56201 Y w V L V �7G I V I \ BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT L3.13 o Phone: (320) 231-3956 Monticello CHECKED Sam . K yep 1 r ^ �c M E N K Email: Willmar@bolton-menk.com EDJH/JK ll.9oi 1 I�..Oi/19/zoz3 www.bolton-menk.com STREETSCAPE DETAILS O �LIEOW1127816 1'-0"0 LIGHT POLE 8 -GAUGE ALUMINUM SIGN PANEL, TWO PER POLE (ONE EACH SIDE) SIGN FACE GRAPHICS ARE ADHESIVE DECAL, TYP. SEE DECAL NOTES. O n In11 � L3.14 to v 1 vo000o0��oDo�ms �c 1 POLE -MOUNTED PUBLIC PARKING SIGN z POLE -MOUNTED WAYFINDING SIGN SCALE: N.T.S. SCALE: N.T.S. PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. FINAL COLORS WILL BE SELECTED FOR CONTRACTOR TO USE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. 8 -GAUGE SIGN PANEL ON BOTH SIDES OF POLE. TAPERED LIGHT POLE AS SPECIFIED. REINFORCEMENT BAR FOR SIGN ATTACHMENT TO POLE BRACKET. SIZED PER MANUFACTURER FOR SIGN STABILITY MANUFACTURER PROVIDED HEAVY DUTY POLE BRACKET/CLAMP SIZED TO FIT POLE. /1 WAYFINDING SIGN MOUNTING SCALE: N.T.S. ti 111111 CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARDI SHEET RY OR UNDER Y RECTS PE 151 ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) IA RCH E AT F s—. I l T Y YJ F o zs so o s 10��` %ET N wILLMAR, MINNESOTA 56201 / " BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTI/I o HORZ. VERT. Phone: (320) 231-3956 .+ M�nt���ll�CHECKL3.14SCALE FEET SCALE FEET Sam . K / N K Email: Willmar@bolton-menk.com tf L CHECKED www.bolton-menk.com STREETSCAPE DETAILS C H ru i czn9/2023 n1EOW11127815 8 -GAUGE ALUMINUM SIGN PANEL PAINT KEY 3" 0 12'-0" LONG GALVANIZED - SIGN FACE GRAPHICS ARE PAINT# COLOR STEEL POLE, SOLID CAP, PAINTED BRONZE COLOR, (BY OTHERS) ADHESIVE DECAL, TYP. SEE DECAL NOTES. PAINTlO PAINT O DARK BLUE CMYK: C100 M74 Y33 K17 BRIGHT GREEN CMYK: C61 MO Y99 KO PAINT3O DARK BROWN CMYK: C40 M70 Y100 / -' o - PAINT ® WHITE: CO MO YO KO 1'-0"0 LIGHT POLE 8 -GAUGE ALUMINUM SIGN PANEL, TWO PER POLE (ONE EACH SIDE) SIGN FACE GRAPHICS ARE ADHESIVE DECAL, TYP. SEE DECAL NOTES. O n In11 � L3.14 to v 1 vo000o0��oDo�ms �c 1 POLE -MOUNTED PUBLIC PARKING SIGN z POLE -MOUNTED WAYFINDING SIGN SCALE: N.T.S. SCALE: N.T.S. PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. FINAL COLORS WILL BE SELECTED FOR CONTRACTOR TO USE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. 8 -GAUGE SIGN PANEL ON BOTH SIDES OF POLE. TAPERED LIGHT POLE AS SPECIFIED. REINFORCEMENT BAR FOR SIGN ATTACHMENT TO POLE BRACKET. SIZED PER MANUFACTURER FOR SIGN STABILITY MANUFACTURER PROVIDED HEAVY DUTY POLE BRACKET/CLAMP SIZED TO FIT POLE. /1 WAYFINDING SIGN MOUNTING SCALE: N.T.S. ti 111111 CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARDI SHEET RY OR UNDER Y RECTS PE 151 ANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) IA RCH E AT F s—. I l T Y YJ F o zs so o s 10��` %ET N wILLMAR, MINNESOTA 56201 / " BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECTI/I o HORZ. VERT. Phone: (320) 231-3956 .+ M�nt���ll�CHECKL3.14SCALE FEET SCALE FEET Sam . K / N K Email: Willmar@bolton-menk.com tf L CHECKED www.bolton-menk.com STREETSCAPE DETAILS C H ru i czn9/2023 n1EOW11127815 GENERAL SIGN NOTES: 1. MEASUREMENT AND PAYMENT FOR SIGNAGE SHALL BE FOR EACH SIGN INSTALLED AND SHALL INCLUDE ALL SITE PREP, MATERIALS, AND LABOR REQUIRED, INCLUDING BUT NOT LIMITED TO EXCAVATION, BASE PREP, CONCRETE FOOTINGS, ALUMINUM CABINET AND FRAMING, ELECTRICAL, METAL WORK, STRUCTURAL ENGINEERING, REINFORCEMENT AND ALL ITEMS NECESSARY FOR CONSTRUCTION, FABRICATION, AND INSTALLATION COMPLETE OF EACH SIGN. 2. DESIGN DRAWINGS AND DETAILS ARE FOR DESIGN INTENT AND BIDDING REFERENCE ONLY. SIGNED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO BEGINNING OF CONSTRUCTION, ALLOWING A MINIMUM OF 15 CALENDAR DAYS FOR LANDSCAPE ARCHITECT'S REVIEW. THE SHOP DRAWING PACKAGE SHALL SHOW THE ENTIRE SIGN AND ALL COMPONENTS REQUIRED TO CONSTRUCT SAID SIGN. a. CONCRETE FOUNDATION: SHOP DRAWINGS SIGNED BY THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL INDICATE FOOTING DIMENSIONS, REINFORCEMENT, CONCRETE MIX DESIGN, AND BASE PREP. b. ALUMINUM CABINET: SHOP DRAWINGS SIGNED BY THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL SHOW FABRICATION, FIT AND FINISH OF ALL COMPONENTS OF THE ALUMINUM CABINETS INCLUDING CABINET EXTERIOR FINISHES AND MATERIALS, SIGN LETTERING, METAL FRAMEWORK AND CONNECTIONS, ELECTRICAL COMPONENTS, AND ANCHORAGE TO THE CONCRETE FOOTING. 3. CONTRACTOR SHALL SUBMIT PHYSICAL SAMPLES FOR APPROVAL; ALL UNIQUE MATERIALS, COLORS, AND FINISHES SHALL BE REPRESENTED IN THE SUBMITTED PHYSICAL SAMPLES. MATERIALS SHALL BE PREPARED IN A WAY THAT THE VARIOUS MATERIALS CAN BE REVIEWED AS A PART OF THE GREATER WHOLE, I.E. PROVIDING A ROUTED FINISHED ALUMINUM SHEET FOR THE ARRANGEMENT OF THE ACRYLIC LETTERS, FINISH COATINGS, LIGHTING, AND DECALS. 4. CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING AND WEATHERPROOFING MEASURES FOR ALL COMPONENTS TO PROTECT THE SIGN FROM WATER OR PEST INTRUSION. 5. DIGITAL ARTWORK FILES ARE AVAILABLE FROM THE OWNER UPON REQUEST FOR TEXT, GRAPHICS, COLORS, AND ADDITIONAL DIMENSIONAL INFORMATION TO AID IN THE FABRICATION OF THE SIGNS. CONCRETE FOUNDATION 1. UNLESS SUPERCEDED HEREIN, SECTION 2411 OF THE MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION, SHALL GOVERN. 2. CONCRETE MIX DESIGN SHALL BE BY THE CONTRACTOR'S STRUCTURAL ENGINEER AND SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS AS NOTED ABOVE IN THE GENERAL SIGN NOTES. 3. REINFORCEMENT SHALL BE AS DESIGNED BY THE CONTRACTOR'S STRUCTURAL ENGINEER. BARS SHALL BE EPDXY COATED IN ACCORDANCE WITH MNDOT SPEC 3301. ALL REBAR SHALL BE 3" CLEAR OF EDGE OF CONCRETE UNLESS APPROVED THROUGH THE SHOP DRAWING PROCESS. RELIEF OF FORMLINER SURFACES ARE NOT CONSIDERED AS COVER FOR REINFORCING AND ARE IN ADDITION TO THE REQUIRED 3" MINIMUM CLEAR. 4. ALL FOUNDATIONS SHALL BE REINFORCED 4,000 PSI PORTLAND CEMENT CONCRETE WITH INTEGRAL COLOR ADMIXTURE (SCOFEILD SG237-2 CORONADO BUFF OR APPROVED EQUAL). 5. ALL EXPOSED CONCRETE NOT RECEIVING A FORMLINER FINISH AS INDICATED IN THE DRAWINGS SHALL BE SMOOTH FORM ARCHITECTURAL FINISH. 6. PROVIDE 1" CHAMFER ON ALL EXPOSED EDGES. 7. FORMLINER FINISH AS INDICATED ON DRAWINGS SHALL BE A STACKED STONE TEXTURE (FITZGERALD 17002 AUSTIN ASHLAR OR APPROVED EQUAL), CONTINUOUS ON ALL SIDES. THE FORM LINER PATTERN SHALL TERMINATE IN A CLEAN MASKED EDGE TO CREATE A CONSISTENT 4" 'CAP' PARALLEL TO THE TOP EDGE OF THE FOUNDATION. CURVED FOUNDATION TOPS SHALL BE CONTINUOUS CURVES AS INDICATED ON THE DRAWINGS AND SLOPED TO DRAIN. FOUNDATION FINAL DESIGN DIMENSIONS AND REQUIRED REINFORCEMENTS SHALL BE DETERMINED AND DESIGNED BY STRUCTURAL ENGINEER LOCATED IN THE STATE OF MINNESOTA. FOUNDATIONS SHOWN WITHIN THE METAL WORK & ALUMINUM CABINETS 1. ALL FREESTANDING, INTERNALLY ILLUMINATED MONUMENT SIGNS SHALL BE CONSTRUCTED OF 8 GAUGE 3003 -GRADE ALUMINUM SHEETING, OVER A METAL FRAME AND ANCHORING SYSTEM BY SIGN FABRICATOR. WHERE CABINET INCLUDES ILLUMINATED CUTOUT PATTERN, OPEN VOIDS SHALL BE BACKED BY A WHITE ACRYLIC DIFFUSER PANEL WITH COLORED TRANSLUCENT VINYL COATING. VISIBLE JOINTS AND FASTENERS SHALL BE MINIMIZED AND ALL EDGES AND IRREGULARITIES SHALL BE GROUND SMOOTH PRIOR TO FINISHING. FABRICATOR SHALL BE UL LISTED WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE. 2. PROVIDE CONTINUOUS WELDS AT ALL NON -MECHANICALLY FASTENED JOINTS. GRIND SMOOTH ALL WELDS AND CUTS. 3. ALL METAL SIGN ELEMENTS TO BE PAINTED UNLESS OTHERWISE NOTED. SEE PAINTED COATINGS NOTES. 4. ALL ANCHORS AND CONNECTIONS SHALL BE HIDDEN OR MINIMIZED FROM EYE -LEVEL VIEW. ALUMINUM PLATES 1. ALL WALL AND POLE-MOU NTED 'PLATE -STYLE' SIGNS SHALL BE CONSTRUCTED OF 8 GAUGE 3003 -GRADE ALUMINUM PLATE WITH ANCHORING SYSTEM BY SIGN FABRICATOR. VISIBLE JOINTS AND FASTENERS SHALL BE MINIMIZED AND ALL EDGES AND IRREGULARITIES, INCLUDING CUTOUT PATTERN EDGES, SHALL BE GROUND SMOOTH PRIOR TO FINISHING. TEXT & DECALS (NON -ILLUMINATED) 1. FONT AND TEXT ON SIGN ARE FOR BIDDING PURPOSES ONLY. CONTACT OWNER'S REPRESENTATIVE FOR DIGITAL FILE OF TEXT OUTLINE FOR CONTRACTOR FABRICATION. 2. ALL NON -ILLUMINATED TEXT AND LOGO DECALS SHALL BE PAINTED OR REFLECTIVE APPLIED ADHESIVE VINYL (3M SCOTCHLITE REFLECTIVE GRAPHIC FILM 680 OR EQUAL), OPAQUE WHITE COLOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. SUBMIT PHYSICAL SAMPLES AS NOTED ABOVE IN THE GENERAL SIGN NOTES. ACRYLIC COMPONENTS 1. ACRYLIC COMPONENTS SHALL BE TRANSLUCENT, FLAME -POLISHED, WEATHER RESISTANT, UV FILTERING, AND NON -YELLOWING. COLOR AS INDICATED ON THE DRAWINGS. 2. SUBMIT PHYSICAL SAMPLES AS DESCRIBED IN THE GENERAL SIGN NOTES ABOVE. PAINTED COATINGS 1. ALL EXPOSED ALUMINUM OR METAL COMPONENTS SHALL BE FINISHED WITH AN ACRYLIC PAINT OR SIMILAR COATING, INCLUDING THE INTERIOR OF ALUMINUM SIGN CABINETS, MOUNTING PLATES, AND COMPONENTS EMBEDDED IN CONCRETE FOUNDATIONS, PER SPECIFICATION. PAINT KEY PAINT# COLOR PAINT 10 DARK BLUE CMYK: C100 M74 Y33 K17 PAINT 20 BRIGHT GREEN CMYK: C61 MO Y99 KO PAINT 30 DARK BROWN CMYK: C40 M70 Y100 K89 PAINT ® WHITE: CO MO YO KO I HEREBY CERTIFY � T�j���JJJJJIIIIII QQTQQQ��fTHIS PIAN, SPECIFICATION, OR RfffETE���FORT WAS PREPARED La�Ry.pFEE f 4lECT SUPER otHE AW QfjHjQAT6�FJALN�SOTA SEO \JV CC II VU Sams . K ;ped o 1 u I R�9/2023 ELECTRICAL & LIGHTING 1. ALL ILLUMINATED TEXT ON MONUMENT -STYLE SIGNS SHALL BE PUSH -THROUGH ACRYLIC LETTERS, WHITE, 1" PROUD OF ROUTED CABINET FACE AND BACK -LIT WITH WHITE LED'S PER INDUSTRY STANDARDS. ILLUMINATED CUTOUT PATTERNS AND LOGOS SHALL BE BACKED WITH A WHITE DIFFUSER PANEL AND BACK -LIT WITH WHITE LED'S PER INDUSTRY STANDARDS. 2. CABINETS SHALL HOUSE ALL ELECTRICAL ELEMENTS INTERNALLY AND PROVIDE ACCESS TO CONTROLS AND POWER CUTOFF SWITCH THROUGH A CONCEALED WATERTIGHT HATCH FLUSH WITH CABINET FACE AND PAINTED TO MATCH CABINET. ELECTRICAL CONDUIT SHALL BE EMBEDDED IN FOUNDATIONS FOR POWER SUPPLY TO INTERNALLY ILLUMINATED MONUMENT -STYLE SIGNS. 3. ALL ELECTRICAL COMPONENTS USED AND/OR FABRICATED SHALL BE UL APPROVED AND PRODUCED BY A FABRICATOR THAT IS UL LISTED A MINIMUM OF 5 YEARS. DOCUMENTATION OF UL APPROVALS AND LISTINGS SHALL BE SUBMITTAL TO THE LANDSCAPE ARCHITECT FOR APPROVAL. PAINT KEY IS PROVIDED FOR DESIGN AND BID REFERENCE. FINAL COLORS WILL BE SELECTED FOR CONTRACTOR TO USE UPON AWARD OF CONTRACT. COLORS CAN BE PROVIDED IN ANOTHER FORMAT FOR ACCURATE MATCHING OF COLORS. )ETON 2040LMA HIGHWAY I2 EAST CITY O I wry EH/B. WILPhone MINNESOTA 56201 j '� Monticcll� c"BH/Bl/Eh M E N K Phone: r@bolt31-men iJ Erv.P Email: Willmar@bolton-menk.com Eo1H/Jk www.bolton-menk.com xo rvo MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT STREETSCAPE DETAILS SHEET L3.15 IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEUDESCRIPTION ES LCS RCS CS 55 STRIP SERIES SHRUB SPRAY, 121N. POP-UP a b O o T u E SHRUB SPRAY, 121N. POP-UP lana SHRUB ROTATOR, 121N. POP-UP ® U25 0.50 ROOT WATERING BUBBLER SYMBOL MANUFACTURER/MODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT 3b0 MICRO SPRAY BUBBLER X63, PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEUDESCRIPTION - REMOTE CONTROL VALVE 0 QUICK COUPLER VALVE GATE VALVE MASTER VALVE BF REDUCED PRESSURE PRINCIPLE ASSEMBLY © CONTROLLER ♦ RAIN SENSOR • FLOW SENSOR WATER METER PIOC POINT OF CONNECTION IRRIGATION LATERAL LINE — IRRIGATION MAINLINE PIPE SLEEVE c I c I I c c— c c c c c —c—c c c c cv BROADWAY STREET W CSAH 75 0 , �� . 1, I 0 10 20 a HORZ. ? SCALE FEET BROADWAY STREET W (CSAH 75) 1 'M41 — — BY ORUNDER Y RE<TSVE ISI IANDTHATI ADULVLICENSED IA o PJ.pxCH .. j {TAT FJ{LN�SOTA. V FrJ�^ U C c C c c c C C C C C C C C C cC C C C C C cC < C C L]IT C < C C C < C C C C C— C C C c C c C O IN w W , �� . 1, I 0 10 20 a HORZ. ? SCALE FEET BROADWAY STREET W (CSAH 75) 1 'M41 — — BY ORUNDER Y RE<TSVE ISI IANDTHATI ADULVLICENSED IA o PJ.pxCH .. j {TAT FJ{LN�SOTA. V FrJ�^ U 2040 HIGHWAY 12 EAST JJOLTON WILLMAR, MINNESOTA 56201 E..il:pWillmar@bolton-menk.com com M E N K Pff hone: (320) 231 -men www.bolton-menk.com R CITY OF 4 MontiAo L]IT RICH R yl+.I 1 I/1n �1,1Jj76�1 1 a /l9/2023 — ,,, M40 — — — — M�o I 169 I 1 I IN O W N W V7 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT IRRIGATION PLANS 11.01 BROADWAY STREET W CSAH 75 i W o I w:i _[­­c_c_c_c_c_cT D I ­—D— Ifw w I I O I BROADWAY STREET W (CSAH 7 I M38 M39 005 4 , —D D > > ' — --> — I I I I I I I v N V w w W I IRRIGATION LEGEND 1= SYMBOL MANUFACTURER/MODEL/DESCRIPTION I w ® © ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP to ES LCS RCS CS ss o q O O SHRUB SPRAY, 121N. POP-UP o T H E • SHRUB ROTATOR, 121N. POP-UP im A ■ ROOT WATERING BUBBLER 02s O.sO SYMBOL MANUFACTURER/MODEUDESCRIPTION 19 8 DRIPCONTROLZONE KIT iso MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREATO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEUDESCRIPTION 46�& REMOTE CONTROL VALVE O QUICK COUPLER VALVE GATE VALVE MASTER VALVE C BF REDUCED PRESSURE PRINCIPLE ASSEMBLY CONTROLLER RAIN SENSOR A1` (to FLOW SENSOR 3 ® Ma WATER METER f POC POINT OF CONNECTION \\1\V\ T IRRIGATION LATERAL LINE — IRRIGATION MAINLINE --- -_ PIPE SLEEVE I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN[D SHEET RY OR UNDER Y RECTS PE ISI IANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 0 10 20 A D P cry I AT P SoTA. g O LTO N CITY C1 F DRAwry P� WILLMAR, MINNESOTA 56201 �I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT a 1 HORZ. Phone: (320) 231-3956 IVI�ntlC�I GHEGR 11 O ? SCALE FEET Email: Willmar@bolton-menk.com EDJH/1K IRRIGATION PLANS RICH=6 R yy��,,,,II� y� M E N K www.bolton-menk.com G Vfe1 I u ��i/19/2023 JH/JK BROADWAY STREET W CSAH 75 I LU W 1.. N J�J �J� •^ CC _____.>_____--�J� ae z � a w I BROADWAY STREET W (CSAH 75) % Eo M37 I I I I I I I FF I I v m I v I IRRIGATION LEGEND I c in SYMBOL MANUFACTURER/MODEUDESCRIPTION w ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP N ES LCSRCS CS SS M * 0 SHRUB SPRAY, 121N. POP-UP N O T H F 1 @0 SHRUB ROTATOR, 121N. POP-UP I A ■ ROOT WATERING BUBBLER 0.25 0.50 SYMBOL MANUFACTURER/MODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT 360 MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEUDESCRIPTION - REMOTE CONTROL VALVE QUICK COUPLER VALVE GATE VALVE MASTER VALVE f BF REDUCED PRESSURE PRINCIPLE ASSEMBLY a C CONTROLLER it 1(01 RAIN SENSOR FLOW SENSOR 3 ® O WATER METER P POINT OF CONNECTION \\1\V\ IRRIGATION LATERAL LINE IRRIGATION MAINLINE PIPE SLEEVE - ,�^y I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN[D SHEET RY OR UNDER Y RECTS PE ISI IANDTHATI ADULYUCENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 0 10 20 IAD P CH I AT P SDTA. g Q LTO N CITY C1 F DRAwry P� WILLMAR, MINNESOTA 56201 �I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT a� HORZTsw%Email: Willmar@bolton-menk.com MontiAo GHEGR 11.03 ? SCALE FEET EDJH/1K IRRIGATION PLANS RICH=6 R yy��,,,,II� y� M E N K www.bolton-menk.com 10 Vfe1 I uQ ��i/19/2023 EOW1127815 BROADWAY STREET W CSAH 75 0 o � w w w e•,.• ..a. :erAA ---- ---- ---------- C, -- ----- ----- ---� ---- --- — —-------- --- — — — — » > » » >> >> >> » > °> I O LL V I \ LL v W JJ / V � I I \ LL VJ LL/ V I I / I BROADWAY STREET W (CSAH 75) I T T T I I \ V I LL > T T T I I I ^^ T A I I^ — — — __ __ —_— ___ ________ __ _ ________________________ __ —_ — _ .'..e ----- ----- ---- ----- ----- ----- Is 8°a8 eqd. I 2 IRRIGATION LEGEND N N I n y, SYMBOL MANUFACTURER/MOOELIDESCRIPTION Vw1 I ® ® a iZ ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS 00 00 SHRUB SPRAY, 121N. POP-UP O T N F • SHRUB ROTATOR, 121N. POP-UP laao ® ® ROOT WATERING BUBBLER azs osD SYMBOL MANUFACTURER/MODEL/DESCRIPTION ■ DRIP CONTROL ZONE KIT 3fi0 MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODEIJDESCRIPTION - REMOTE CONTROL VALVE 0 QUICK COUPLER VALVE GATE VALVE (My' MASTER VALVE `C �B Fi REDUCED PRESSURE PRINCIPLE ASSEMBLY © CONTROLLER ® RAIN SENSOR FLOW SENSOR RR E WATER METER 3 ® POC POINT OF CONNECTION 2 \\ M `r\ IRRIGATION LATERAL LINE IRRIGATION MAINLINE PIPE SLEEVE I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SIGN[D SHEET RY OR UNDER Y RECTS PE ISI IANDTHATI ADULVLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) Y ry 0 10 20 IAD P cry I AT F SDTA. g 0 LTO N CITY C1 F DRAwrv �°° P� WILLMAR, MINNESOTA 56201 f� _ I ( i`I BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT I /I HORZ.TS0Email Willmar@bolton-menk.com MontiAo crvFCR 11.OT g SCALE FEET EDJH/1K IRRIGATION PLANS o RICH R y�,,I y M E N K www.bolton-menk.com o� G Vfei I u iQi/19/2023 OW 1127815 BROADWAY STREET W CSAH 75 o I W w w i � w IN w w w i4_1 - , m ----- ----- ---®m----- - ----- 771 lye s T T T BROADWAY STREET W (CSAH 75) T T T T T T r l T T T �1 T °�� I T T T T T T A I T T T > » T » T » T T T I�� T T T o zKA-,%rl'M34 v — — — --- — — — — _ - -- ----------- --------__- ---- __--- ®-__ ---=- _---- ® w IRRIGATION LEGEND w w SYMBOL MANUFACTURERIMODELIDESCRIPTION ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP /7TT7TT7TT/ T 7 77 /1 111 ES LCS RCS CS SS D ® SHRUB SPRAY, 121N. POP-UP If' ' O TF SHRUB ROTATOR, 121N. POP-UP ' A ■ ROOT WATERING BUBBLER 0.25 050 SYMBOL MANUFACTURERMODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT • MICRO SPRAY BUBBLER 390 PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURERIMODEUDESCRIPTION s REMOTE CONTROL VALVE Q QUICK COUPLER VALVE GATE VALVE MASTER VALVE BF REDUCED PRESSURE PRINCIPLE ASSEMBLY CONTROLLER © RAIN SENSOR t� ©$ FLOW SENSOR c a WATER METER ® POC POINT OF CONNECTION c T - �o � IRRIGATION LATERAL LINE IRRIGATION MAINLINE PIPE SLEEVE '- ,�^y � I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED RY OR UNDER Y RETS PE 151 IANDTHATI ADULYLICENSED SIGN[D EH/BJ o�WN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET .� O U z0 wD P CH 1 ATF SDTA P� �I gQLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY Of BH/BJ/EH/PA a� HORZ Monticcna DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT -11.05 GNEGR EDJH/1K ? SCALE FEET M E N K EmailPWillmar@bolton-me k.com IRRIGATION PLANS RICH R yy��,,,,II� y� Vfe1 I u iQ /19/2023 www.bolton-menk.com G OW 1127815 BROADWAY STREET W CSAH 75 1 IRRIGATION LEGEND 1 SYMBOL MANUFACTURER/MODELIDESCRIPTION ® ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS 1' Illi 1 1 a b SHRUB SPRAY, 121N. POP-UP i II 1 Q T H F - / f 1 SHRUB ROTATOR, 121N. POP-UP '" .' •: '•. _ 1 1 f t ® ® ROOT WATERING BUBBLER 1 - 1 1 SYMBOL MANUFACTURER/MODEIJDESCRIPTION •_�[ 1 ' 1 8 DRIP CONTROL ZONE KIT MICRO SPRAY BUBBLER 360 � - - - 7�77 ® 1 II I _ 16 PLANTER SERVICE BOX - 1 VIII 1 AREA TO RECEIVE DRIPLINE / 1 1 SYMBOL MANUFACTURER/MODEIJDESCRIPTION REMOTE CONTROL VALVE © o a 0 0 0 1 0 QUICK COUPLER VALVE = 1 GATE VALVE O '4i^ I IIII ro` om MASTER VALVE W n ® 1 flll REDUCED PRESSURE PRINCIPLE ASSEMBLY at I 1 1 BF © CONTROLLER 3 � 1 RAIN SENSOR ♦ O w I 1 Q. N W1 • FLOW SENSOR y 3 1 WATER METER I Im Y? El 0 N PT POINT OF CONNECTION Oc I II N G t I � m III 1 IRRIGATION LATERAL LINE z fv • I 1 - IRRIGATION MAINLINE O I 17 I , BLOCK 52 PROJECT WORK AREA BY OTHERS I — — — — — — PIPE SLEEVE Z I D (SHOWN FOR COORDINATION PURPOSES) I 1 I z I 1 Li n I ? - Z„ 18 3 Illlt I v I I III I W y — — - V fll v � ILII I <v< «�< < < f<� I « T I T T T BROADWAY STREET W (CSAH 75) T II T T T (5' IT v1211 T T T T T T TI T T T w w = N l » » > » v T T T » » » T T I T » » » » »I T T T T T T » >> I t cc ., r 2'III M23 M24 --- -- 0 10 20 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI AND THAT I ADULY LICENSED a O P CH AT F SOTA. �� a LTO N 2040 HIGHWAY 12 EAST WI 56201 CITY i.1 [GGN[D EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET oRAwry HORZ. ���I � Phone:MINNESOTA Phone:(320) 231 -men Mon1tiAo BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 1.06 ICReDJH/1K CHEN SCALE FEET M E N K Email: Willmar@bolton-menk.eom IRRIGATION PLANS µ r //�'�� RICH R yl ns 1 u G la /l9/2023 UVJ j7 �i �� TPRoI.No. 4R1s www.bolton-menk.com owl BROADWAY STREET W CSAH 75 — — — — — — — — — — — — — NOTE: ABANDON EXISTING WATER CONNECTION IN CHAMBER OF COMMERCE BUILDING. SALVAGE CONTROLLER, METER, AND BACKFLOW TO OWNER. ME SEE SHEET 11.05 1� 1z v = O l7 h V 1 v BII v IXI v Iu ,I Im < < c 1 v " :LI I v Z5 1 H 1 v v V 1 V � I \ ® Y o v Q V v cr. Oo m I � a, v I I v I V V I V V A 1 a << LL \ v LL / L I BLOCK 52 IRRIGATION SYSTEM JJ LL SEE SHEET 11.05 BLOCK 52 IRRIGATION SYSTEM - I IRRIGATION LEGEND � -- I SYMBOL MANUFACTURERIMODEVDESCRIPTION FRI u BLOCK 52 PROJECT WORK AREA BY OTHERS (SHOWN FOR COORDINATION PURPOSES) a a & a & I I I I Ili III 1I BLOCK 52 IRRIGATION SYSTEM ES LC S RCS CS SS STRIP SERIES SHRUB SPRAY, 121N. POP-UP a Q V 0SHRUB T SPRAY, 121N. POP-UP SHRUB ROTATOR, 121N. POP-UP I ® ® 05D ROOT WATERING BUBBLER I025 SYMBOL MAN.1ACT.RER/.O.EVDESCRIPTK)N I 8 DRIP CONTROL ZONE KIT 360 MICRO SPRAY BUBBLER _ 2 I z' I PLANTER SERVICE BOX � I N I 170 O ILI ° I ° Q AREA TO RECEIVE DRIPLINE IC Z I I l y I I I I SYMBOL MANUFACTURER/MODEVDESCRIPTION IH Z O REMOTE CONTROL VALVE u w 0 QUICK COUPLER VALVE 12 LL ~ GATE VALVE z I a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ MASTER VALVE u �•W■■■0 BF REDUCED PRESSURE PRINCIPLE ASSEMBLY 0 © CONTROLLER N w I BLOCK 52 PROJECT WORKAREA BY OTHERS 1 BF N I ul 11* RAIN SENSOR Z < I � O 1 ©$ FLOW SENSOR -9 I Q PINE STREET ® to O 10 2D O WATER METER --- N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 POC POINT OF CONNECTION LA MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET Y u HORZ ° SCALE FEET IRRIGATION LATERAL LINE �II f M E N K Email: Willmar@bolton-me k.com MontiAo BH/BJ/EH/PA m 1 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT IRRIGATION PLANS — IRRIGATION MAINLINE PIPE SLEEVE I I I I Ili III 1I BLOCK 52 IRRIGATION SYSTEM II ❑ I I I P1 I z II z z o Ew ~ I < _ 2 I z' I � I N I 170 ILI ° I ° u I IC I I l y I I I I o I I m I� ~ z I a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ u O 2�% I BLOCK 52 PROJECT WORKAREA BY OTHERS 1 BF I(SHOWN FOR COORDINATION PURPOSES) < I I BLOCK 52 IRRIGATION SYSTEM 1 -9 I PINE STREET O 10 2D HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI IAND THATI ADULY LICENSED a D PO P CHAT F SOTAF SOTA. ° P� BOLTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY �.1f SIGN[° EH/BJ oxAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET HORZ ° SCALE FEET �II f M E N K Email: Willmar@bolton-me k.com MontiAo BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT IRRIGATION PLANS 11'07 e 1°H 1°K `"E`R° / ,fie www.bolton-menk.com RICH R 6q6 s rU S I^ n 1 `�IW12' R 6 1.06/Is/zoza 15 PINE STREET 0 I o, I ® J -- — --- -------- ---- --- -------- ---- -- — ---- -- ----- -- 2" \ tYz" Q z '• � \ ' ID I � � I_ WALNUT STREET WALNUT STREET I T "I, T 1 'IIS T T l,l T ;• -- - -- - - _ 1 1 1 1 O1 _ — IRRIGATION LEGEND I ® I w = I 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION ®1 I ® ® ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LC S RCS CS SS w SHRUB SPRAY, 121N. POP-UP I F 1 I •H SHRUB ROTATOR, 121N. POP-UP » o00 V c) ® ® ROOT WATERING BUBBLER DSYMBOL I '> 77 MANUFACTURER/MODEUDESCRIPTION i DRIP CONTROL ZONE KIT MICRO SPRAY BUBBLER i7 —» �» II 36D Al PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE C II SYMBOL MANUFACTURER/MODEUDESCRIPTION REMOTE CONTROL VALVE QUICK COUPLER VALVE \ CC III GATE VALVE n \ IMASTER T_ VALVE / BF REDUCED PRESSURE PRINCIPLE ASSEMBLY �• '• C CONTROLLER n / _ �/ i� / I ❑ C ® RAIN SENSOR �$ FLOW SENSOR c : ^: 698 — ti°d e96 ve. 96 i O WATER METER o ..9.668 ... „ ... / — ® POC POINT OF CONNECTION %� / IT�o ��� I O O O T IRRIGATION LATERAL LINE 1 IRRIGATION MAINLINE PIPE SLEEVE 10 20a I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDERtY���UCINSED D CHSOTAg O LTO N 2040 HIGHWAY I2 EAST C T V i.1 F SIGN[D EH/BJ op MONTICELLO, MINNESOTA SP 8605-59 (TH 25)0 SHEET BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT a HORZ. WILLMAR, MINNESOTA 56201 Phone: (320) 231-3956 IVI�ntlClla 'I Qp 11.00 GNFGR EDJH 1K SCALE FEET �c M E N K Email: Willmar@bolton-menk.com IRRIGATION PLANS RICH R �U 6 1 I^n 1.06/l9/zoz3 „ G�IOW112i.11 www.bolton-menk.com �� WALNUT STREET 0 W I W W I I — 2 Y 1' W I I WALNUT STREET I , A > I � � I - I T WALNUT STREET rr C. iia II ONE�lls�l�l�1���. �I�r �, , �� •• •�►�.�•�•�• •;�. �� ss_ _ - �.. ...= s 6v� \ �7�,,•:::�•;:.,;;.x.1;1 .•.� ••ca�iy�,r.1����•��y�� ti �__ •.-w.•. •u�•.�.°lr. —.•i��l� ���•:1'1�1:�•;�1� v r= lig■■ ■■■a�`� vs�■`■��1� ars a■■` ����1�■■w■ '■iii■■■■■i�iH�:�• I■■■i ■■■■■�' Him ■■■■■lil�■iill-II■■■■■■■■■■E�11■ `CSN■■■■■■��III��; I■■■■■■■■I■Ia■■�7■■■■■■■ilmom■ommommolcm 5�E, ,■ , ��IG■■■■�iiIIN ANN:eIII• ��= ,,_•� 1■�1 •••1� �1 �1 :• ■■■■ IIIA■■� ti. i•.-,•.�J ISI I •• • • •• � d i�••:� ��i•�i:••fir �•� +�' � I■■■■■■■■■mult■!r■■■■I■■■Iq��� ��■�■■■�■ 1■� • •,••.•;• 111110111 ■■■■■■���••y6�.i ivi L I■■■■■■�❑o� •» _ --,,_1I_ _■MEN yM _ _ 1■■■C iti■i I■■■■■■=_��•::•�.:•�•:j••�-•::�G� i •.•V -yam �•Li•=- , ' • m c .■, 201% SEEP • ••! • r5 i� ,. . • .. • . . • . IIS::.. � � OL� .:�`_ � s C. IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL/DESCRIPTION ® ® ® 6 ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS 9 « e $ * SHRUB SPRAY, 121N. POP-UP 0 T N F • SHRUB ROTATOR, 121N. POP-UP A ■ 025 0.50 ROOT WATERING BUBBLER SYMBOL MANUFACTURER/MODEUDESCRIPTION ■ DRIP CONTROL ZONE KIT 3RD MICRO SPRAY BUBBLER PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURER/MODELIDESCRIPTION - REMOTE CONTROL VALVE 0 QUICK COUPLER VALVE GATE VALVE DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT MASTER VALVE BF REDUCED PRESSURE PRI NCI PILE ASSEMBLY © CONTROLLER ® RAIN SENSOR F$ FLOW SENSOR OWATER METER POC POINT OF CONNECTION T IRRIGATION LATERAL LINE — IRRIGATION MAINLINE PIPE SLEEVE y, 9 0 10 2D HEREBY [ERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PE ISI IANDTHATI ADULYUCENSED LA D PO P CHAT F SOTAF $OTA. ° P� �O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 CITY L.1F SIGN[D EH/BJ oxAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) $HEFT HORZ �II MontiAo BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT 11'09 1�H `"E`RD / SCALE FEET ,fie M E N K EmailPWillmar@bolton-me k.com www.bolton-menk.com IRRIGATION PLANS RICH R omi s rU S I^ n 1 1.06/Is/zoza �K `�Iowlizisls �� 6 WALNUT STREET Wl IRRIGATION LEGEND SYMBOL MANUFACTURERIMODEUDESCRIPTION ® © ® ® ® STRIP SERIES SHRUB SPRAY, 121N. POP-UP ES LCS RCS CS SS a q 4 ® SHRUB SPRAY, 121N. POP-UP 0 T H F • SHRUB ROTATOR, 121N. POP-UP 1000 ® ® ROOT WATERING BUBBLER SYMBOL MANUFACTURERIMODEUDESCRIPTION 19 ® DRIP CONTROL ZONE KIT MICRO SPRAY BUBBLER 3fi0 PLANTER SERVICE BOX AREA TO RECEIVE DRIPLINE SYMBOL MANUFACTURERIMODEUDESCRIPTION - REMOTE CONTROL VALVE O QUICK COUPLER VALVE GATE VALVE MASTERVALVE BF REDUCED PRESSURE PRINCIPLE ASSEMBLY © CONTROLLER ® RAIN SENSOR to FLOW SENSOR ryI I WATER METER POC POINT OF CONNECTION I �T IRRIGATION LATERAL LINE - - - - - - - IRRIGATION MAINLINE PIPE SLEEVE R I u 4t O N w I N w w I I I • w w_ I w I I I I I CONNECT EXISTING WEST BRIDGE PARK IRRIGATION SYSTEM MAINLINE INTO NEW MAINLINE AND WATER SERVICE I II I © I I I � I ,Y.• J J J J P5 P4 I I 1Y O \\ N tt m� w 0 / �\ 1• O\, 1 la I 1/q" 2• PJ 4 -TJ PG SC F / t• =J=J J- � \ I < z� < — I I r.� '• O 10 ZO I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RETS PE ISI IANDTHATI ADULV LICENSED a D P CH 1 AT F cSOTA. �yN BOLTON 2040 HIGHWAY I2 EAST CITY i.1F SIGN[° EH/BJ oxAWN MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET BH/Bl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT HORZ. ry �II WILLMAR, MINNESOTA 56201 II�I�ntiAo X1.11 `"E`R°JH/JKIRRIGATION g —, SCALE FEET M E N K EmailPWillmar@bolton-me k.com PLANS RICH R yl*I �U 6 1 I^ n 1.06/Is/zoza ° `�I owlizi815 ,fie www.bolton-menk.com t RIVER STREET PVC MAINLINE TYPICAL OFFSET 2" FROM AS OUTLET PIPE . LENGTH VALVE, 24" MIN. LENGTH TO TO EMITTER FLOW RATE EMITTER 3/4" PVC LATERAL PIPE HARDSCAPE. 4" FROM PLANTED AREA. 0.9 20"X14" JUMBO PLASTIC VALVE BOX. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF 12 12 0.96 1.44 CONNECTORS. DRIP VALVE/FILTER/ PICAL FPT ADAPTER AND OMPRESSION COUPLER 1.03 PVC TRUE UNION BALL VALVE. RN AS SPECIFIED. REGULATOR. 0.41 Green Hydrometer BASKET FILTER AS SPECIFIED. A BV #2 2" ABOVE GRADE PRESSURE REGULATOR AS SPECIFIED. PW A BV AT SHRUBS. �7 5" Ball valve 4" or more PW A SET BOX FLUSH AT Z PVC UNION W1 SHORT NIPPLES. TYPICALOFFSETT'POLVETHVLENEOR FROM HA ESCAPE PVC HEADER MAN IFOLD, SIZE AS PW TURF. = 4" FROM PLANTED PER "MAXIMUM FLOWP R I PW A AREA, ZONE" CH Green Quick coupler valve PW A TYPICAL COMPRESSION #2 Green - PW FITTING o=1 1= III -i III-I1I I- W Moisture sensor DRIPLINE SPACING AS I ZN == III III� J �i NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING PW A W m '^ AIR RELIEFVALVE AT HIGH II O i POI NT ASINDICATED TYPICALDRIPLINE A A WITH EMITTER SPACING AS NOT ED. TIE DOWN g STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR T O.C. AT SAND F FLU SH VALVE OR CAP F AT LOW END AS NOTED END FEED EXAMPLE CENTER FEED EXAMI LE SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT THE HIGHEST POINT. 3. NO MAL SPACING WITHIN THE TOP 2/3 OF SLOPE. 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 1/3 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON ASEPARATE VALVE. GRID PRECIPITATION RATES (IN/HR) AS OUTLET PIPE . LENGTH VALVE, 24" MIN. LENGTH TO TO EMITTER FLOW RATE EMITTER LATERAL 0.6 0.9 SPACING SPACING 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41 MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI I� NOT TO SCALE SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 10" DIAMETER VALVE BOX. COIL 24" TO 30" OF DRIP TUBING IN THE BOX. 1/2" DRIP TUBING TO 3/4" FPT ADAPTER. 2" 52.4 GPM 1.9 PSI 3/4" LATERAL FLOW PER 100 FT GPM PVC BALL VALVE (GPM) POLY PIPE HEADER SIZE WIT SHORT EMITTER 12" 18" 24" 1/2" 4.7 GPM 8.8 PSI DRIPLINE OR 1/2" FLOW SPACING SPACING SPACING 3/4" 8.3 GPM 6.3 PSI DRIP TUBING. 1" 13.5 GPM 4.8 PSI 0.6 GPH I.OGPM 0.61GPM 0.50GPM 1-1/2" 31.8 GPM 2.9 PSI 0.9GPH 1.SGPM 1.0 GPM 0.75 GPM 2" S2.4GPM 2.2 PSI MAXIMUM LATERAL LENGTH (FEET) - N EMITTER FLOW RATE GPH-III- III III �- I=I I -I III -III -I I- 12" 18" 24" -III-I-III-III-I III= 1=III-I-III= SPACING SPACING SPACING -III=III-III=III-III -III III 'III -III -III= PSI 0.6 0.9 0.6 0.9 0.6 0.9 10I25 96 175 135 218 171i- 20 249 191 350 171 442 340 - 30 307 236 434 333 550 422 - - 40350 268 495 380 627 171 PVC SCH 40 TEE OR ELL - 50 125 96 175 135 218 171 60 125 96 175 135 218 171 PVC MANIFOLD LINE "NOW" " THICK LAVER OF WASHED WATER SOURCE DRIP VALVE GRAVEL. THE BOX REST UPON OR LATERAL FROM VALVE / THE ROCK BED. DO NOT EXTEND r�T LANDSCAPE DRIPLINE TUBING I EASY FITCOMPRESSION GRAV11-11T.101. f PVC MANIFOLD LINE WITH PVCTEE� - ADAPTER DRIP FLUSH VALVE IN BOX \ EAST FITCOMPRESSION 11,13 COUPLING I r � FLusH VALVE \ / I NOT TO SCALE A AI R RELIEF VALVE: INSTALL AT LANDSCAPE DRIPLINE HIGH POINTOF SYSTEM TUBING F 6" DRIP BOX DRIPLINE OR 1/2" DRIP TUBING. AIR VALVE AS SPECIFIED. 1" F' MPT ELL. 3/4" FPT X 1" DRIP TUBING ADAPTEI FINISH GRADE L DRIP TUBING COUPLING. "C" SHAPED DOGGONE SHAPED POLYGON SHAPED V I I I III -III -I I I RAIN SENSOR CONTROLLER SHOWN AS REFERENCE ONLY VAC POWER NOTES: A. ALL WIRE SPLICING SHALL BE MADE WITH APPROVED CONNECTIONS. B. MAKE ALL WIRE SPLICES IN VALVE BOXES. C. LEAVE MINIMUM OF 24" EXTRA WIRE AT ALL SPLICE POINTS. D. MAXIMUM DISTANCE FROM DECODER TO VALVE= 150 FT. E. MAXIMUM WIRE LENGTH - 10,200 FT. F. WIRE LENGTHS INCLUDE MASTER VALVE AND# - WIRE s TWO -WIRE PATHS EXAMPLE 11.13 NOT TO SCALE 10" DIAMETER ROUND SERVICE BOX, SEE SPECIFICATIONS. FINISH GRADE. 18" BELO GRADE ISOLATION VALVE AS SPECIFIED. �e BRASS ISOLATION VALVE 11.13 NOT TO SCALE PAVEMENT, WALL, OR BUILDING. 11- 11 `Q' Ne•< < 4I I�t� CIRCULAR tip• eiVALVE BOX ,STANDARD LA t (10 D) CIRCULAR (IS' D)VALVE BOX VALVE BOX CONNECT TO POWER SOURCE,(18" X 12" X 12") J -BOX INSIDE PEDESTAL CABINET. �\ JUMBO RECTANGULAR VALVE BOX (22" X 16" X 12") EXAMPLE WIRE PATH #2 POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3. MASTER VALVE NOTES: WIRE PATH #1 1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. 2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATERPROOF PAINT. 3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA. 4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE. 7. VALVE BOXES SHALL BESET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT. 8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION. SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLI P/THREAD COUPLING. 6" SCHEDULE - THREADED NIPPLE. NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA. OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA. INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC SOLVENT WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT. DETAIL LEGEND: OO UNION CONNECrIONS ER HC -150 WITH AS OUTLET PIPE . LENGTH VALVE, 24" MIN. LENGTH TO TO SCI­NlP1,0LR1A1TER, FIRST FITTING. CONTROLLER. MIN. 18 AWG -UF (2.08 mm;) SHIELDED WIRE WITH DIFFERENT COLOR FROM 45° DOWN AS REQ. TO SXTTEE W/ LATERAL PIPE DEPTH. MAINLINE. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ©OUTLET` 50 mm) MAIN LINE AT INLET ON EACH SIDE OFTHE BOX. GOPHER ,3 GRAVEL BASE, 6" (I5 cm) DEEP SCWIRECLOTH SCREEN, WRAP UPSIDES. Green �2 1" DRIP VALVE WITH BASKET FILTER I� NOT TO SCALE SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 10" DIAMETER VALVE BOX. COIL 24" TO 30" OF DRIP TUBING IN THE BOX. 1/2" DRIP TUBING TO 3/4" FPT ADAPTER. 2" 52.4 GPM 1.9 PSI 3/4" LATERAL FLOW PER 100 FT GPM PVC BALL VALVE (GPM) POLY PIPE HEADER SIZE WIT SHORT EMITTER 12" 18" 24" 1/2" 4.7 GPM 8.8 PSI DRIPLINE OR 1/2" FLOW SPACING SPACING SPACING 3/4" 8.3 GPM 6.3 PSI DRIP TUBING. 1" 13.5 GPM 4.8 PSI 0.6 GPH I.OGPM 0.61GPM 0.50GPM 1-1/2" 31.8 GPM 2.9 PSI 0.9GPH 1.SGPM 1.0 GPM 0.75 GPM 2" S2.4GPM 2.2 PSI MAXIMUM LATERAL LENGTH (FEET) - N EMITTER FLOW RATE GPH-III- III III �- I=I I -I III -III -I I- 12" 18" 24" -III-I-III-III-I III= 1=III-I-III= SPACING SPACING SPACING -III=III-III=III-III -III III 'III -III -III= PSI 0.6 0.9 0.6 0.9 0.6 0.9 10I25 96 175 135 218 171i- 20 249 191 350 171 442 340 - 30 307 236 434 333 550 422 - - 40350 268 495 380 627 171 PVC SCH 40 TEE OR ELL - 50 125 96 175 135 218 171 60 125 96 175 135 218 171 PVC MANIFOLD LINE "NOW" " THICK LAVER OF WASHED WATER SOURCE DRIP VALVE GRAVEL. THE BOX REST UPON OR LATERAL FROM VALVE / THE ROCK BED. DO NOT EXTEND r�T LANDSCAPE DRIPLINE TUBING I EASY FITCOMPRESSION GRAV11-11T.101. f PVC MANIFOLD LINE WITH PVCTEE� - ADAPTER DRIP FLUSH VALVE IN BOX \ EAST FITCOMPRESSION 11,13 COUPLING I r � FLusH VALVE \ / I NOT TO SCALE A AI R RELIEF VALVE: INSTALL AT LANDSCAPE DRIPLINE HIGH POINTOF SYSTEM TUBING F 6" DRIP BOX DRIPLINE OR 1/2" DRIP TUBING. AIR VALVE AS SPECIFIED. 1" F' MPT ELL. 3/4" FPT X 1" DRIP TUBING ADAPTEI FINISH GRADE L DRIP TUBING COUPLING. "C" SHAPED DOGGONE SHAPED POLYGON SHAPED V I I I III -III -I I I RAIN SENSOR CONTROLLER SHOWN AS REFERENCE ONLY VAC POWER NOTES: A. ALL WIRE SPLICING SHALL BE MADE WITH APPROVED CONNECTIONS. B. MAKE ALL WIRE SPLICES IN VALVE BOXES. C. LEAVE MINIMUM OF 24" EXTRA WIRE AT ALL SPLICE POINTS. D. MAXIMUM DISTANCE FROM DECODER TO VALVE= 150 FT. E. MAXIMUM WIRE LENGTH - 10,200 FT. F. WIRE LENGTHS INCLUDE MASTER VALVE AND# - WIRE s TWO -WIRE PATHS EXAMPLE 11.13 NOT TO SCALE 10" DIAMETER ROUND SERVICE BOX, SEE SPECIFICATIONS. FINISH GRADE. 18" BELO GRADE ISOLATION VALVE AS SPECIFIED. �e BRASS ISOLATION VALVE 11.13 NOT TO SCALE PAVEMENT, WALL, OR BUILDING. 11- 11 `Q' Ne•< < 4I I�t� CIRCULAR tip• eiVALVE BOX ,STANDARD LA t (10 D) CIRCULAR (IS' D)VALVE BOX VALVE BOX CONNECT TO POWER SOURCE,(18" X 12" X 12") J -BOX INSIDE PEDESTAL CABINET. �\ JUMBO RECTANGULAR VALVE BOX (22" X 16" X 12") EXAMPLE WIRE PATH #2 POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3. MASTER VALVE NOTES: WIRE PATH #1 1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. 2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATERPROOF PAINT. 3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA. 4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE. 7. VALVE BOXES SHALL BESET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT. 8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION. SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLI P/THREAD COUPLING. 6" SCHEDULE - THREADED NIPPLE. NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA. OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA. INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC SOLVENT WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT. DETAIL LEGEND: OO UNION CONNECrIONS ER HC -150 WITH O7 FORT/PE AND SYSTEM (SEE LEGEND AND PLANS O2 SCH 80 PVC FEMALE ADAPTER IS X T) ® TWO WIRES TO FL OW SENSOR TERMINALATAT ORECTANGULAR VALVE BOX PER SPECIFICATIONS CONTROLLER. MIN. 18 AWG -UF (2.08 mm;) SHIELDED WIRE WITH DIFFERENT COLOR FROM II 55�� CONTROL/COMMON WIRE. EGRE EURO IIEPTHT RE OO WEATHERPROOF WIRE CONNECTOR ® LOW ER MAI 45 DEGREE FOR LARGER MAIN LINE AS NEE ,0 FINISH GRADE IDIED)SS�� © LOWER MAI N LINE TO PROPER LIEPTH TO >> SPECIFIED SOIL COVER (SEE LEGEND) ©OUTLET` 50 mm) MAIN LINE AT INLET ,2 COMMON BRICK A ,3 GRAVEL BASE, 6" (I5 cm) DEEP 3 INSTALL CAPPED FLANGE, TAP, THREAD, AND PLUG o Identification Guide PW A MV #2 Green Mastervalve PW A FS #2 Green Flow sensor PW A HM #2 Green Hydrometer PW A BV #2 Green Ball valve 3" or less PW A BV #IGreen �7 5" Ball valve 4" or more PW A GV #2 Green Gate valve PW A ARV #2 Green Air release valve PW A QN #3 Green Quick coupler valve PW A RCV #2 Green Remote control valve PW A MS #2 Green Moisture sensor PW A GR #4 Green Grounding rod PW A SB #3 Green Splice box PW A FC #3 Green Future connection s SERVICE BOX REQUIREMENTS 11.13 NOT TO SCALE IRRIGATION CONTROLLER LAB -4" ), INSURE POSITIVE .WAY FROM PEDESTAL IRRIGATION CONTROL EE -1 NOTE: CONTROLLER SHALL BE WIRE IN CONDUIT HARD -WIRED TO GROUNDED IIOVAC POWER SOURCE FRONT RIGHT SIDE SECTION/ELEVATION SECTION/ELEVATION 10 PEDESTAL -MOUNTED CONTROLLER I� NOT TO SCALE T011 GATE VALVE .n W ITH REDUCER 4" THICK CONCRETE PAD. SIZE CONCRETE PAD AS EQUIPMENT t�til SIZE REQUIRES. 12"x2"x2" 11/2" RISER WITH FLARETEE BLIND FLANGE GATE VALVE TAPPEDTO RECEIVE 11/2" PROVIDE WET TAP PLUG FOR WINTER AT EXISTING 6" BLOWOUT WATERMAIN 11 IRRIGATION CONNECTION SCHEMATIC 11.13 WALNUT STREET & WEST BRIDGE PARK NOT TO SCALE CONCRETE PLANTERS -BY OWNERS. REMOVED SEASONALLY. SIZES VARY. POLY TUBING, I TO 3 10" DIAMETER VALVE BOX W/ 1" DIA. HOLE DRILLED FOR TUBING TO BE EXTENDED THROUGH. EXPANSION JOINT MATERIAL (TYP.). 1/2" DRIP TUBING T03/4" FPT ADAPTER. ILII ///I POLY TUBING ROLLED UP SEASONALLY F INSTALL CAPPED FLANGE, TAP, THREAD, AND PLUG e b a� TOPVIEW (1-1/2") FOR WINTER BLOW- - III -III- I I- I I -III= \\ 1=I_I=I_KI I I I -I l lti 1 1 III -III -III -I I KI I OUTOF WATERMAIN PRESSURE l lti l l -III FINISH CAPPED GRADE 2" GV 21, GV FLANGED (TURF) TEE WITH 11/2" z THREADED FITTING 2 INSTALL TWO I" �7 5" 2" WATER VACCUM BREAKERS FINISH �f 2 METER (IN MANIFOLD) GRDE T011 GATE VALVE .n W ITH REDUCER 4" THICK CONCRETE PAD. SIZE CONCRETE PAD AS EQUIPMENT t�til SIZE REQUIRES. 12"x2"x2" 11/2" RISER WITH FLARETEE BLIND FLANGE GATE VALVE TAPPEDTO RECEIVE 11/2" PROVIDE WET TAP PLUG FOR WINTER AT EXISTING 6" BLOWOUT WATERMAIN 11 IRRIGATION CONNECTION SCHEMATIC 11.13 WALNUT STREET & WEST BRIDGE PARK NOT TO SCALE CONCRETE PLANTERS -BY OWNERS. REMOVED SEASONALLY. SIZES VARY. POLY TUBING, I TO 3 10" DIAMETER VALVE BOX W/ 1" DIA. HOLE DRILLED FOR TUBING TO BE EXTENDED THROUGH. EXPANSION JOINT MATERIAL (TYP.). 1/2" DRIP TUBING T03/4" FPT ADAPTER. ILII ///I POLY TUBING ROLLED UP SEASONALLY F F F ,r�-r� e b a� TOPVIEW - - III -III- I I- I I -III= \\ 1=I_I=I_KI I I I -I l lti 1 1 III -III -III -I I KI I III -I l lti l lti l l -III -III -I III-IIrIIRII=III=��� 1111 -III-- I3IIII 5 SUMMER � WINTER +•� 7 2" SCHEDULE 40 PVC SLEEVING PLANTER SERVICE BOX IRRIGATION CONNECTION 4" THICK LAYER OF WASHED 10 x PIPE DIA. 19 Sx PIPEDIA. 11.13 GRAVEL. THE BOX REST UPON THE ROCK BED. DO NOT EXTEND -DEVIEW ,2 GRAVEL NTO BOX. NOT TO SCALE FLOW METER 11.13 ODD SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED �a� DRIP AIR RELIEF VALVE IN BOX NOT TO SCALE 1 TYPICAL DRIPLINE REQUIREMENTS 11.13 11.13 NOT TO SCALE I HEREBY CERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED '��"� SHEET BY OR UNDERi Y RETS PE ISI IANDTHATI ADULVLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) BOLTON CITU CJF mm�� ii jcj�?Ayp WILLMAR, MINNESOTA 56201 afD3saaj.paal 1 r.6v/KN�soTA. \ n BH/Bl/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT �U II I U Phone: (320) 231-3956 Il��0ntic no eH 1.12 �e M E N K Email: Willmar@bolton-menk.com o1H/JK IRRIGATION PLANS RICH(O •Mqt� rj If - I n.n_ ,^„ � c IINTPeO1.N0. www.bolton-menk.com 1" X I" ELL 20"X14" JUMBO PLASTIC VALVE BOX. I" WATER METER 1" BACKFLOW PREVENTION DEVICE, PVC UNION W/ SHORT NIPPLES TO IRRIGATION SYSTEM I" MUNICIPAL WATER STUB W/ GATE VALVE IN STREET 10" DIA. ROUND VALVE BOX W/ BLOW OUT DINT IRRIGATION CONNECTION SCHEMATIC 11.14 MEDIANS NOT TO SCALE I 2 QUICK COUPLER 11.14 NOT TO SCALE IRRIGATION SCHEDULE MONTICELLO SYMBOL MANUFACTURER/MODEUDESCRIPTION CITY • • • • HUNTER TURFSPRAYP 3 SI REGULATED 4N30 STRIP IEPOP-UP. CO -MOLDED WIPER SEAL e ES LCS RCS CS SS WITH UV RESISTANT MATERIAL. «» • • HUNTER PROS-04-PRS308 SERIES 28 URF SPRAY, 30 PSI REGULATED 41N. POP-UP. CO -MOLDED WIPER SEAL TURFSPRAY O T H F WITH UV RESISTANT MATERIAL. S GLOBE CONFIGURATION, WITH FLOW CONTROL. HUNTER PROS-04-PRS3010 SERIES 61 TURF SPRAY, 30 PSI REGULATED 41N. POP-UP. CO -MOLDED WIPER SEAL C T H WITH UV RESISTANT MATERIAL. ®®®� 11T HUNTER PROS-04-PRS3012 SERIES TURF SPRAY, 30 PSI REGULATED 41N. POP-UP. CO -MOLDED WIPER SEAL 22 C T C WITH UV RESISTANT MATERIAL. ® ® ® ® HUNTER PROS -1 2 -CV -F STRIP SERIES 15 ES LCS RCS CB 55 SHRUB SPRAY, 12IN. POP-UP. WITH DRAIN CHECK VALVE. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. a p o© HUNTER PROS-I2-CV.F 8 SERIES 4 C T R SHRUB SPRAY, 121N. POP-UP. WITH DRAIN CHECK VALVE. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 10 (» + 10 HUNTER PROS -I2 -CV -F 10 SERIES 4 a T H F SHRUB SPRAY, 121N. POP-UP. WITH DRAIN CHECK VALVE. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 30 HUNTER MP1000 PROS-I2-PRS30-CV •SHRUB ROTATOR, 121N. POP-UP WITH CHECK VALVE, PRESSURE 49 REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PR530 BODY. 1000 M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 0.03 360 ARC. 2 HUNTER MP2000 PROS-I2-PRS30-CV VERSION PROVIDES IN-LINE ISOLATION WHERE THE LOCATION IS NOT SHRUB ROTATOR, 121N. POP-UP WITH FACTORY INSTALLED CHECK 20 VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON ass PRS30 BODY. "BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, 4.08 R=RED 360 ARC. HUNTER ICV -G -DC 2' HUNTER MP3000 PROS-I2-PR830CV 30 SHRUB ROTATOR, 121N. POP-UP WITH FACTORY INSTALLED CHECK 9 VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON 2 PRS30 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, COMMERCIAUMUNICIPAL USE. WITH DC LATCHING SOLENOID FACTORY A=GRAY 360 ARC. 30 HUNTER MP3500 PROS-I2-PRS30CV • SHRUB ROTATOR, 121N. POP-UP WITH FACTORY INSTALLED CHECK 6 3506 VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON 0.7 PR830 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 3 HUNTER RZWS-I8-CV A ■ 181NLONG RZWS WITH INSTALLED.25 GPM OR.50 GPM BUBBLER 6 025 0,% OPTIONS, CHECK VALVE, I/2IN. SWING JOINT FOR CONNECTION TO I/2IN. 4.61 PIPE SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY 1.8 HUNTER ICZ-101-25-LF 1" 42.2 DRIP CONTROL ZONE KIT. 11N. ICV GLOBE VALVE WITH 11N. HY100 FILTER 37 HUNTER PEDSS-A2C-1200-M SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE .5 GPM - 15 30 GPM. 150 MESH STAINLESS STEEL SCREEN. 4.64 HUNTER ICZ-151-XL40 1-1/7 II, DRIP CONTROL ZONE KIT. 1-1/2IN. ICV GLOBE VALVE WITH 11N. HV100 1 FILTERSYSTEM. PRESSURE REGULATION: 40PSI. FLOWRANGE:20GPM 9.44 TO 60 GPM. 120 MESH STAINLESS STEEL SCREEN. 1.1/2IN. INLET X 45.2 SINGLE 2IN. OUTLET HUNTER ICD -100 HUNTER PLD -BV 30 OD MANUAL FLUSH/SHUT OFF VALVE, BARBED INSERT. TYPICALLY 38 52 INSTALLED IN 101N. BOX, WITH ADEQUATE BLANK TUBING TO EXTEND TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKEIO). VALVE OUT OF VALVE BOX. USE WITH HOL OR OTHER 3I41N. DRIPLINE. ® HUNTER PLD-AVR 3/4" 2 PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIP IRRIGATION 38 NORMALLY CLOSED SWITCH. SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING. 1/21N. MPT CONNECTION WITH 80 PSI MAXIMUM RATING. - HUNTER ECO -ID -12 1 ECO -ID: 1I21N. FPT CONNECTION WITH 15 PSI - 100 PSI OPERATING THE SOIL-CLIK PROBE USES PROVEN TECHNOLOGY TO MEASURE MOISTURE WITHIN THE ROOT ZONE. WHEN THE PROBE SENSES THAT PRESSURE. SPECIFY WITH HUNTER SJ SWING JOINT. 15 HUNTER HS -B -STK 46.6 LARGE DIAMETER, UMBRELLA OF WATER. MICRO SPRAY FOR 23 3bo RESIDENTIAUCOMMERCIAL USE. OPERATING RANGE: 15PSI TO 30PSL 40.5 FULL 360 DEGREE SPRAY. HALO -SPRAY WITH BARB AND 61N. STAKE. 0.6 PLANTER SERVICE BOX 24 2IN. FOR USE WITH HYDRAWISE ENABLED CONTROLLER TOMONITOR FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND AREA TO RECEIVE DRIPLINE 3.53 HUNTER HDL -09 -12 -CV 41.5 HDL -09 -12 -CV: HUNTER DRIPLINE W/ 0.9 GPH EMITTERS AT 12' O.C. 9,216 L.F. CHECK VALVE, DARK BROWN TUBING W/ BLACK STRIPING. DRIPLINE COMMERCIAL IRRIGATION SYSTEM. LATERALS SPACED AT 12' APART, WITH EMITTERS OFFSET FOR OWATER TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD -LOC 1 FITTINGS. PSI SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY 30 HUNTER PGV-101G 1" 11N. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR 11 37.3 RESIDENTIAULIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET. 14.91 32.9 GLOBE CONFIGURATION, WITH FLOW CONTROL. 1.44 hn 30 HUNTER PGV-151 GLOBE 1-1/2' 0.85 in/h 1-1/21N. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR 1 RESIDENTIAULIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET, 5.03 30 WITH FLOW CONTROL. GLOBE CONFIGURATION. 1.44 hn 0 HUNTER HQ-3RC 31W 43.4 1.44 hn QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND 11 30 STAINLESS STEEL, WITH 3/41N. NPT INLET, 1 -PIECE BODY. 4.94 24.1 LEEMCOLMV-11BB 1.44 hn 0.03 2IN. X 2IN. _MV -BB SERIES MAINLINE GATE VALVE. THE BELL X BELL 2 30 VERSION PROVIDES IN-LINE ISOLATION WHERE THE LOCATION IS NOT 24.6 ass NEAR A MAINLINE DUCTILE IRON FITTING. 4.08 24.2 HUNTER ICV -G -DC 2' 1.44 hn 30 11N., 1-1/21N., 2IN., AND SIN. PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR 2 1.46 hn COMMERCIAUMUNICIPAL USE. WITH DC LATCHING SOLENOID FACTORY 25 30 INSTALLED OPTION. 3.12 gF ZURN 3751" 1.44 in/h 0.7 REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZES 1/21N.,3/41N., 11N., 3 0.85 in/h 1-1/41N., 1-1/21N., 2IN.. 24.1 30 ZURN 1712" 4.61 BF REDUCED PRESSURE PRINCIPLE ASSEMBLY. SIZES I/21N.,3/41N., 11N., 1 1.8 1-1/41N., 1-1/21N., 2IN.. 42.2 ® HUNTER PEDSS-A2C-1200-M 1 30 12 -STATION CONTROLLER IN AN OUTDOOR STAINLESS STEEL PEDESTAL. 4.64 © HUNTER PED-SS-A2C-75D-SS 75 -STATION DECODER CONTROLLER IN AN OUTDOOR STAINLESS STEEL 1 9.44 PEDESTAL. 45.2 1.44 in/h HUNTER ICD -100 25.0 30 OD SINGLE STATION DECODER W/SURGE SUPPRESSION AND GROUND WIRE. 52 24.5 TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKEIO). 1.45 inm ® HUNTER RAIN-CLIK RAIN SENSOR, WITH CONDUIT INSTALLATION, MOUNT AS NOTED. 2 30 NORMALLY CLOSED SWITCH. 25 HUNTER SOIL-CLIK 7.52 ® THE SOIL-CLIK PROBE USES PROVEN TECHNOLOGY TO MEASURE MOISTURE WITHIN THE ROOT ZONE. WHEN THE PROBE SENSES THAT 6 15 THE SOIL HAS REACHED ITS DESIRED MOISTURE LEVEL, IT WILL SHUT 46.6 1.7 iNh DOWN IRRIGATION, PREVENTING WATER WASTE. 24.3 40.5 HUNTER HC -200 -FLOW (2) 0.6 F$ 2IN. FOR USE WITH HYDRAWISE ENABLED CONTROLLER TOMONITOR FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND 2 3.53 ALONE FLOW TOTALIZER/SUB METER ON ANY RESIDENTIAL OR 41.5 1.45 inlh COMMERCIAL IRRIGATION SYSTEM. 26.1 OWATER METER 2" 1 POC 3 POINT OF CONNECTION 1" 1 I1 24.4 42.1 1.44 inlh IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SOR-71" 6,978 L.F. 42.5 IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SOR-711/4" 197.2 L.F. 24.9 IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71" 860.4 L.F. 21.36 IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71 1/4' 438.1 L.F. - IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2' 527.4 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2' 479.7 L.F. - - - - - - - - PIPE SLEEVE: PVC SCHEDULE 402" 3,460 L.F. -------- PIPE SLEEVE: PVC SCHEDULE 402112" 202.2 L.F. ------ PIPE SLEEVE: PVC SCHEDULE 403" 329.2 L.F. ------ PIPE SLEEVE: PVC SCHEDULE 404' 256.4 L.F. VALVE SCHEDULE 49.8 1.99 in/h NUMBER MODEL SIZE TYPE M1 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M2 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M3 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M4 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M5 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE Mfi HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M] HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M8 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M9 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M10 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M11 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M12 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M13 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M14 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M15 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M,6 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M17 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M18 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M19 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M20 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M21 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M22 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M23 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M24 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M25 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M26 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M27 HUNTER ICZ-101-25-LF 1" ROOT WATERING SYSTEM M28 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M29 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M30 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M31 HUNTER ICZ-151-XL-40 1.112" AREA FOR DRIPLINE M32 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES M33 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M34 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE M35 HUNTER ICZ-101-25-LF 1" LIGHT POLE HANGING BASKETS M36 HUNTER PGV-101G 1" TURF SPRAY M37 HUNTER PGV-101G 1" TURF SPRAY M38 HUNTER PGV-101G 1" TURF SPRAY M39 HUNTER PGV-101G 1" TURFSPRAY M40 HUNTER PGV-101G 1" TURFSPRAY M41 HUNTER PGV-101G 1" TURFSPRAY M42 HUNTER PGV-101G 1" TURFSPRAY Pi HUNTER PGV-101G 1" SHRUB SPRAY P2 HUNTER PGV-151 GLOBE 1-1/2" SHRUB ROTARY P3 HUNTER PGV-101G 1" SHRUB ROTARY P4 HUNTER PGV-101G 1" SHRUB ROTARY PS HUNTER PGV-101G 1" SHRUB ROTARY P6 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE P7 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE P8 HUNTER ICZ-101-25-LF 1" PLANTER SERVICE BOXES PSI GPM PSI PSI @ POC PRECIP 3.59 24.3 37.3 1.44 hn 14.91 32.9 1.44 hn 0.7 25.0 0.85 in/h 13.37 29.8 1.44 hn 5.03 24.1 41 1.44 hn 4.82 24.1 43.4 1.44 hn 2.93 24.5 43.8 1.44 hn 4.94 24.1 1.44 hn 0.03 25 0.51 in/h 2.52 24.6 ass 1.45 hn 4.08 24.2 40.6 1.44 hn 1.71 24.8 40.6 1.46 hn 0.02 25 0.51 iWh 3.12 24.4 39.2 1.44 in/h 0.7 25.0 0.85 in/h 4.86 24.1 41 1.44 iVh 4.61 24.2 37.7 1.45 iVh 1.8 24.7 42.2 1.44 iVh 0.4 20.0 3.36 in/h 4.64 24.2 1.44 h/h 9.44 26.7 45.2 1.44 in/h 0.13 25.0 0.51 in/h 4.2 24.5 44.7 1.45 inm 0.6 20.0 3.36 in/h 0.02 25 0.51 in/h 7.52 25.7 1.44 inPo 3 24.5 46.6 1.7 iNh 3.71 24.3 40.5 1.44 inlh 0.6 20.0 3.36 in/h 3.53 24.5 41.5 1.45 inlh 17.94 26.1 43.2 1.44 inlh 0.13 25.0 0.51 in/h 3.51 24.4 42.1 1.44 inlh 2.49 24.7 42.5 1.44 inlh 1.4 24.9 0.85 in/h 21.36 35.0 2.25 in/h 19.7 35.9 222 in/h 16.4 32.4 48.7 1.98 inlh 13.74 31.9 46.0 1.84 b/h 16.91 32.5 48.8 2.16 in/h 15.09 31.9 49.8 1.99 in/h 9.1 32.3 46.5 3.14 in/h 67 32.0 44.4 2.15 iVh 18.88 34.3 0.53 in/h 7.49 32.1 44.7 0.56 in/h 7.68 32.4 0.54 in/h 15.11 32.1 0.6 in/h 4.43 24.6 38 1.43 in/h 8.37 0.03 26.4 25 41.9 1.45 in/h 0.51 in/h IRRIGATION SCHEDULE BLOCK 52 SYMBOL MANUFACTURERIMODELIDESCRIPTION OTY HUNTER ICZ-101-25-LF 1" 19 DRIP CONTROL ZONE KIT. 11N. ICV GLOBE VALVE WITH 11N. HY100 FILTER 8 SYSTEM. PRESSURE REGULATION: 25 PSI. FLOW RANGE .5 GPM - 15 GPM. 150 MESH STAINLESS STEEL SCREEN. HUNTER ICZ-151-XL-301-1/2" 0 DRIP CONTROL ZONE KIT. 1-1/21N. ICV GLOBE VALVE WITH 11N. HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 20 GPM 1 TO 60 GPM. 120 MESH STAINLESS STEEL SCREEN. 1-1/21N. INLET X SINGLE 21N. OUTLET HUNTER PLD -BV 9 MANUAL FLUSH/SHUT OFF VALVE, BARBED INSERT. TYPICALLY 9 INSTALLED IN 101N. BOX, WITH ADEQUATE BLANK TUBING TO EXTEND VALVE OUT OF VALVE BOX. USE WITH HDL OR OTHER 3/41N. DRIPLINE. HUNTER PLD-AVR 3/4" 9 PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIP IRRIGATION 9 SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING. 1/21N. MPT CONNECTION WITH 80 PSI MAXIMUM RATING. HUNTER ECO -ID -12 9 ECO -ID: 1/2IN. FPT CONNECTION WITH 15 PSI -100 PSI OPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWING JOINT. HUNTER HS- -STK LARGE DIAMETER, UMBRELLA OF WATER. MICRO SPRAY FOR 1 ass RESIDENTIAUCOMMERCIAL USE. OPERATING RANGE: 15PSI TO 30PSI. FULL 360 DEGREE SPRAY. HALO -SPRAY WITH BARB AND 61N. STAKE. PLANTER SERVICE BOX 2 AREA TO RECEIVE DRIPLINE HUNTER HDL -09 -12 -CV HDL.09.12-CV: HUNTER DRIPLINE W/ 0.9 GPH EMITTERS AT 12' O.C. 5,135 L.F. CHECK VALVE, DARK BROWN TUBING W/ BLACK STRIPING. DRIPLINE LATERALS SPACED AT 17' APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD -LOC FITTINGS. SYMBOL MANUFACTURERIMODEUDESCRIPTION OTY HUNTER HQ-3RC 3/4" 0 2 QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/41N. NPT INLET, 1 -PIECE BODY. HUNTER ICV -G -DC 1-1/2' 11 N., 1-1/21N., 2111., AND 31N. PLASTIC ELECTRIC MASTER VALVE, GLOBE 2 CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. WITH DC LATCHING SOLENOID FACTORY INSTALLED OPTION. HUNTER PED-SS-A2C-75D-SS ® 1 75-S TION DECODER CONTROLLER IN AN OUTDOOR STAINLESS STEEL PEDESTAL. HUNTER ICD -100 - SINGLE STATION DECODER W/SURGE SUPPRESSION AND GROUND WIRE. 9 TO BE INSTALLED ON UNIVERSAL DECODER STAKE KIT (DECSTAKE10). HUNTER HC -150 -FLOW - 1-1/21N. FOR USE WITH HYDRAWISE ENABLED CONTROLLER TO MONITOR 2 FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND ALONE FLOW TOTAUZER/SUB METER ON ANY RESIDENTIAL OR COMMERCIAL IRRIGATION SYSTEM. IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR -71' 868.9 L.F. IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR -711/4' 55.6 L.F. IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71" 118.9 L.F. IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR -71 1/4" 1.9 L.F. - IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2" 122.9 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2" 58.4 L.F. PIPE SLEEVE: PVC SCHEDULE 402" 519.1 L.F. PIPE SLEEVE: PVC SCHEDULE 4021/2" 27.2 L.F. VALVE SCHEDULE - BLOCK 52 NUMBER MODEL SIZE TYPE GPM PSI PSI a POC PRECIP Z1 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE 8.0 27.7 1.44 iWh Z2 HUNTER ICZ-101-25-LF 1" DRIP EMITTER 0.03 25.0 0.51 iNh Z3 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE 6.24 25.7 1.44 in/h Z4 HUNTER ICZ-101-25-LF 1" AREA FOR DRIPLINE 1.25 24.9 1.45 in/h Z5 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 8.96 26.9 48.0 1.44 in/h Z6 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 13.26 29.1 49.4 1.44 in/h Z7 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 1.65 24.9 47.9 1.44 in/h Z8 HUNTER ICZ-101-25-LF 1' AREA FOR DRIPLINE 11.61 28.1 51.1 1.44 in/h Z9 HUNTER ICZ-151-XL-40 1-1/2' AREA FOR DRIPLINE 1914 28.4 51.4 1.44 in/h I HEREBY [ERTIFYTHAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDERR4!NW!��UIINSM 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) 6DTA. r30LTON WILLMAR, MINNESOTA 56201C TY�C1Fw�° `"\ ° BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: r@b 231-3956 IVlontic lla CN 1.13 �c M E N K Email: Willmar@bolton-menk.com D1H/1K IRRIGATION PLANS RICH(O -M%� jOj if I n.n_ ,^„ � c Ienr PRO' No. www.bolton-menk.com ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP � TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 49 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT I w TYPE 6 - PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT TYPE 8- STREET LIGHT F-1 LCC- LOAD CENTER CABINET a FR - FOOD TRUCK RECP Ih RS - RECEPTACLE I= ML - MONUMENT LIGHT ELECTRICAL GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE LIGHTING SYSTEM WITH XCEL ENERGY. 2. THIS PLAN SPECIFIES CONDUIT SIZE, TYPE AND GENERAL LOCATIONS, THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD. 3. ALLCONDUITSHALL BE PVC -SCHEDULE 40 OR HDPE SCHEDULE 40 AND OTHERWISE NOTED, AS SHOWN IN THE PLAN. 4. ALLCONDUITSHALLBETRENCHEDUNLESS OTHERWISE NOTED . 5. SEE SPECIAL PROVISIONS FOR DETAILS OF THE LIGHTING UNIT TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO UTILIZE THE GOPHER ONE CALL EXCAVATION NOTICE SYSTEM FOR ALL UTILITY LOCATIONS. I I I )0 I I I I TYPE 1 STA:61+02.90 39.11' LT H 61+00 I I I TYPE 1 TYPE 1 STA:63+27.78 STA:64+39.20 39.17' LT 37.99' LT o I F al Z O FI0 = 63+00 64+00 U � w a � I z Ix I I TYPE 1 TYPE 1 STA:62+67.28 STA:63+80.00 41.35' RT 42.03' RT I BROADWAY STREET W (CSAH 75) 62+00 C —1 ezA TYPE 1 STA:62+21.84 7 39.14' LT I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OR UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 TH 25 SHEET 0 10 AS LE C RTE ST NESOTA. CITY n F .NJ r30 LTO N WILLMAR, MINNESOTA 56201 BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.01 HORZ. Phone: (320) 231-3956 Monticello a SCALE FE - Email: Willmar@bolton-menk.com Patri k .yNpylit �+ y�� Inn �c M E N K `RTExaHN1�K ELECTRICAL 1 1 LJ06/l9/2023 www.bolton-menk.mm �Enwr»7ats ELECTRIAL PLAN I m EXISTING STREET LIGHT w TO REMAIN IN PLACE ^ I w x U I Q TYPE 1 STA:61+53.34 I 41.39' RT I ' o '-i I w O w_ N w N TYPE RECEPTACLE I -2 STA:65+32.57 STA:65+39.89 I I 46.09' LT 46.11' LT I W BROADWAY STREET W (CSAH 75) cc ~ I I U O 6 I I RECEPTACLE I I TYPE1 STA:65+50.96 STA:65+08.55 34.85'RT c 34.86' RT w I tz x 1 � I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OR UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 TH 25 SHEET 0 10 AS LE C RTE ST NESOTA. CITY n F .NJ r30 LTO N WILLMAR, MINNESOTA 56201 BHBl/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.01 HORZ. Phone: (320) 231-3956 Monticello a SCALE FE - Email: Willmar@bolton-menk.com Patri k .yNpylit �+ y�� Inn �c M E N K `RTExaHN1�K ELECTRICAL 1 1 LJ06/l9/2023 www.bolton-menk.mm �Enwr»7ats ELECTRIAL PLAN k ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP II I I I -0 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) II I I Qo TYPE 3 - CATENARY POLE W/ STREET LIGHT I I -0 TYPE 4 - CATENARY POLE W/ PED LIGHT Qo TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT I I TYPE 6 - PARKING LOT LIGHT f • TYPE 7 -ACCENT LIGHT II I I f+44 ® TYPE 8 -STREETLIGHT II I I ❑ LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP b RS - RECEPTACLE I D ML - MONUMENT LIGHT II II I IMill FOR II II I I I I II II II I I I I III , ® II II I I I I I I a '�1 q II I I I I II z� II II I I I � II r II p I I II li s ti I HEREBY CERTIFY THAT THIS PIAN, SPEIRWION, OR REPORT WAS PREPARED swrv[D BY OR UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605 59 (TH 25) HEFT 0 10 20 I� A°S� ��-((LEc{iyC�y*�@'3¢�R TE `y�"�� ST NESOTA. CITY ri F UMW 3 HORZ. i J,V ,L.�I V l V J BOLTON WILLMAR, MINNESOTA 56201 BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.02 a o _ Phone: (320) 231-3956 Ont? Ce aECReo SCALE FEET Email: Willmar@bolton-menk.conn it l e Patri k y�y�a�c�` y� /�� �e M E N K www.bolton-menk.mm gWHNoK ELECTRICAL I)� INOOS71 I L� I n9/2023 �EOW1127815 ELECTRIAL PLAN �t 5, i SEE SHEET E1.05 m F x w — — — — I ;:ap• I I I •••e w � •o h RECEPTACLE STA:65+83.09 TYPE 2 RECEPTACLE RECEPTACLE TYPE 1 I RECEPTACLE RECEPTACLE STA:67+13.35 RECEPTACLE TYPE 2 STA:67+90.87 RECEPTACLE — I I 46.19' LT STA:66+47.74 STA:66+22.64 STA:66+75.10 STA:67+06.73 STA:67+47.96 39.32' LT STA:67+83.19 35.60'LT STA:68+32.29 44.59' 46.27' LT LT 42.38' LT 39.86' LT 36.52' IT 35.58' LT I 35.68' LT TYPE 1 TYPE 1 STA:65+77.58 I I STA:68+47.35 I I46.18' LT I I 35.53' LT II—I—III—IIII—IIII—IIII—III—III I SLI � I I I J I I BROADWAY STREET W (CSAH 75) I TYPE RECEPTACLE I IRECEPTACLE STA:65+69.71 STA:68+18.77 STA:68+34.25 m 34.83' RT 45.64' RT 46.37' RT q RECEPTACLETYPE RECEPTACLE TYPE 2 RECEPTACLE RECEPTACLE TYPE 1 RECEPTACLE I w TYPE 2 STA:66+23.28 1 STA:66+59.15 STA:66+94.37 STA:67+01.74 STA:67+42.28 STA:67+76.32 STA:68+00.37 w STA:65+85.70 34.79' FIT STA:66+39.97 37.70' RT 40.56' RT 41.18' FIT 44.48' RT 45.67' RT 45.65' RT vwx 34.80' RT 36.05' RT in w w w I k ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP II I I I -0 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) II I I Qo TYPE 3 - CATENARY POLE W/ STREET LIGHT I I -0 TYPE 4 - CATENARY POLE W/ PED LIGHT Qo TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT I I TYPE 6 - PARKING LOT LIGHT f • TYPE 7 -ACCENT LIGHT II I I f+44 ® TYPE 8 -STREETLIGHT II I I ❑ LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP b RS - RECEPTACLE I D ML - MONUMENT LIGHT II II I IMill FOR II II I I I I II II II I I I I III , ® II II I I I I I I a '�1 q II I I I I II z� II II I I I � II r II p I I II li s ti I HEREBY CERTIFY THAT THIS PIAN, SPEIRWION, OR REPORT WAS PREPARED swrv[D BY OR UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO 2040 HIGH WAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605 59 (TH 25) HEFT 0 10 20 I� A°S� ��-((LEc{iyC�y*�@'3¢�R TE `y�"�� ST NESOTA. CITY ri F UMW 3 HORZ. i J,V ,L.�I V l V J BOLTON WILLMAR, MINNESOTA 56201 BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.02 a o _ Phone: (320) 231-3956 Ont? Ce aECReo SCALE FEET Email: Willmar@bolton-menk.conn it l e Patri k y�y�a�c�` y� /�� �e M E N K www.bolton-menk.mm gWHNoK ELECTRICAL I)� INOOS71 I L� I n9/2023 �EOW1127815 ELECTRIAL PLAN ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP Ta TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 49 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6 - PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT ® TYPE 8 -STREETLIGHT 0 LCC- LOAD CENTER CABINET % FR - FOOD TRUCK RECP Ell RS - RECEPTACLE C1 ML - MONUMENT LIGHT TYPE 7 STA:70+16.65 114.61' LT SEE SHEET E1.03 SEE SHEET E1.03 Z . - • ...;..;. ...... I Aao T. ELECTRICAL LEGEND: O F . .'. n - ... _ . ... ... � �av * I p ... ... I ...... N Q ....... ...... ...:. _ :r' H pIT m cl 8 U .. ......... .. ...: .... ...... ...... .. .. _._...._.< .... .. .......�.._ '..�.�..�. .. ..:v.-....._.._ �..:_ .. ... .. .�._... >.�. ......... ..... .'.'.'.':�. ��::'.�'. �:� SALVAGED FED LIGHT (PROVIDEDBY OWNER) TVPE3-CATENARPOEW/STREET LIGHTp ..... W a _� . I � � "' ...� �-_r.'.'.' �_ � � :�: � �:;.;. „ � � �� In O � TYPE 4 - CATENARY POLE W/ PED LIGHT O' LL ...:. ........ ..: _. ... .. ..... ........ .� RECEPTACLE Lu ....... .. _.....'....: .... .. :.;.;. ._._ ...... .._.;..:': p o . I STA:72+14.95 - p '. TYPES - CATENARY POLE W/ STREET &FED LIGHT F- 2 _..... ..., ...... ....... ... .. ........ .. .. ..... ..... ... .. .. ..... ........... 49.86' RT ul ..... ... ._... ....... .... :.'... �... �.�.�.:.. .. '.'.�.'.'. �. � �.:�.�. ' ..�..... ...:.. _ ..,....... � .. � ... ..... .:......... U O C/T - HT TYPE 6 PARKING LOT LIG l7 s .... _. ..... ..... ... .... ....... ........ ....... .... .. ........ W � .... ... ....... ....... ......... ....... ...... . '....... ... ........ ....... ................:........... ........ ......... ... .... ............. ............. ..: ...... ......... ... ......... ... . .... ... ... ...... .. ......... ..: ....... .......... ..... ...... . .:.....:` - • PE 7 ACCENT LIGHT TY I ........ ......... ....... ..... ........ ........ ...... ............................................................................................................. Q ........... ..... .............. ............................................................... .............. a3 ........ .... '.'.:'.'.'..:... ........:.......................... . . .. .... TYPSTREET i ....::: ...:'.:... .:.:: ..... .... ...... .. .� ..' .:....:: ..... ..... �. ..... .... r LCCE LOADCENTER CABINET w....................:�......... N '.'.'.:..:'.'.'.::'':.:::_.............'.'.v..:..'.'.:'.v.' ...............'..::. Ln ° oe,e "° ee" I .........:'.:.. . '.:..:'.: '..'..'...'.'.'..' :.'..:.............. .............................. .. Q 151 °° "° - C� LIGHT w.... ..... ..... .... . . .... .... .. .. ..:.. ... ....... ...... bl O — p V F Q L m NOTE:NOTE: BLOCK 52 PINE STREET NOTE:NOTE: BLOCK 52 CONTRACTOR m CONTRACTOR TO INSTALL LIGHT POLE TO INSTALL LIGHT POLE BASE AND o I BASE AND CONDUIT. CITY STREETSCAPE CONDUIT. CITY STREETSCAPE CONTRACTOR I CONTRACTOR TO INSTALL WIRE, POLE TO INSTALL WIRE, POLE AND LIGHTS. AND LIGHTS. S ...' ' .... 3 y-• ao . C s I WFINDING KIOSK y 43J .:. w I BLOCK 52 PROJECT WORK AREA BY OTHERS : . D 10 20 :sae: .e I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OP UNDER Y IRE PE ISI NANDTHATI ADULYLICENSEO r� A°S� ��-((LEc{iyC� Ry*�@'3¢�R T E `y�"�� ST NESOTA. SHOWN FOR COORDINATION PURPOSES) O I CITY O F PINE STREET MR —E MONTICELLO, MINNESOTA SP 8605 59 (TH 25) NOTE: BLOCK 52 CONTRACTOR TO INSTALL LIGHT POLE I o HORZ BASE AND CONDUIT. CITY STREETSCAPE CONTRACTOR , Phone: (320) 231-3956 1'I�1r!� Montice o TO INSTALL WIRE, POLE AND LIGHTS. ' I Z . .............. ... ;.;.;. ...;..;. ....: '. : Aao T. ELECTRICAL LEGEND: O F . � ... . ... ... � �av TREETQ E 1 2 LIGHT W/ RECP ... ... ...... .. ............. . ...... ...."..' ....... ........... .....Z_r ....... ...... ...:. :r' H pIT .. ......... .. ...: .... ...... ...... .. .. _._...._.< .... .. .......�.._ '..�.�..�. .. ..:v.-....._.._ �..:_ .. ... .. .�._... >.�. ......... ..... .'.'.'.':�. ��::'.�'. �:� SALVAGED FED LIGHT (PROVIDEDBY OWNER) TVPE3-CATENARPOEW/STREET LIGHTp ..... _� . � � "' ...� �-_r.'.'.' �_ � � :�: � �:;.;. „ � � �� In � TYPE 4 - CATENARY POLE W/ PED LIGHT O' LL ...:. ........ ..: _. ... .. ..... ........ .� ...... ....... .. _.....'....: .... .. :.;.;. ._._ ...... .._.;..:': . . TYPES - CATENARY POLE W/ STREET &FED LIGHT F- 2 _..... ..., ...... ....... ... .. ........ .. .. ..... ..... ... .. .. ..... ........... ...... '.'.�.'.� ..... ... ._... ....... .... :.'... �... �.�.�.:.. .. '.'.�.'.'. �. � �.:�.�. ' ..�..... ...:.. _ ..,....... � .. � ... ..... .:......... - HT TYPE 6 PARKING LOT LIG l7 s .... _. ..... ..... ... .... ....... ........ ....... .... .. ........ .... .... .... ... ....... ....... ......... ....... ...... . '....... ... ........ ....... ................:........... ........ ......... ... .... ............. ............. ..: ...... ......... ... ......... ... . .... ... ... ...... .. ......... ..: ....... .......... ..... ...... . .:.....:` - • PE 7 ACCENT LIGHT TY ........ ......... ....... ..... ........ ........ ...... ............................................................................................................. ........... ..... .............. ............................................................... .............. .... ......... ......... ........ .... '.'.:'.'.'..:... ........:.......................... . . .. .... TYPSTREET i ....::: ...:'.:... .:.:: ..... .... ...... .. .� ..' .:....:: ..... ..... �. ..... .... r LCCE LOADCENTER CABINET w....................:�......... N '.'.'.:..:'.'.'.::'':.:::_.............'.'.v..:..'.'.:'.v.' ...............'..::. �.:�..::...............:�...................:..:�.�.:.. :.....................: .. ............:.:..._.:'.'..:.,.............................. BLOCK 52 PROJECT WORK AREA BY OTHERS BLOCK 52 PROJECT WORK AREA BY OTHERS ': :::::..........; ...:—' ...'::............:: '. ° oe,e "° ee" - ECP RS RECEPTACLEOK R .........:'.:.. . '.:..:'.: '..'..'...'.'.'..' :.'..:.............. .............................. .. ... ....... .....:': _ '.':..r.'..': '.'.'.r.'.:.'. .................... 7 B8 .................. .....:...:..:.:.:.:.:..:.'.:'. 8-B8 '.:.:.'.::'. '.:'.::.. '.:'.'.:'.'. -.. (SHOWN FOR COORDINATION PURPOSES ....::.'.:'.'.:..'.:'.': '.'.'.'....:'.. (SHOWN FOR COORDINATION PURPOSES .... ........................... i °° "° - C� LIGHT w.... ..... ..... .... . . .... .... .. .. ..:.. ... ....... ...... bl — ML -MONUMENT V F Q L NOTE:NOTE: BLOCK 52 PINE STREET NOTE:NOTE: BLOCK 52 CONTRACTOR CONTRACTOR TO INSTALL LIGHT POLE TO INSTALL LIGHT POLE BASE AND I BASE AND CONDUIT. CITY STREETSCAPE CONDUIT. CITY STREETSCAPE CONTRACTOR CONTRACTOR TO INSTALL WIRE, POLE TO INSTALL WIRE, POLE AND LIGHTS. AND LIGHTS. S 3 y-• s ti D 10 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED DY OP UNDER Y IRE PE ISI NANDTHATI ADULYLICENSEO r� A°S� ��-((LEc{iyC� Ry*�@'3¢�R T E `y�"�� ST NESOTA. 2040 HIGH WAYI2EAST X O LTO N WILLMAR, MINNESOTA 56201 CITY O F swrv[D IMED EH/BJ DMW MR —E MONTICELLO, MINNESOTA SP 8605 59 (TH 25) HEFT o HORZ i J,V ,L.�I V l V J - , Phone: (320) 231-3956 1'I�1r!� Montice o BH/B/EH/PA o, ECRERUN0. DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E1.04 SCALE FEET Patri k y�M��` y� /�� n9/2023 Email: Willmar@bolton-menk.com �c M E N K ELECTRICAL �� 1 I www.bolton-menk.com �EOW1127815 ELECTRIAL PLAN L"tINOOS71 RECEPTACLE STA:0+61.94 1 a 55' LT (FUTURE) RECEPTACLE STA:0+44.49 20.89' LT I I - I- RECEPTACLE - TYPE 4 STA:0+54.30 STA:0+42.2 . 34.90' RT I33.99' RT 460 .+ I w w 2 W I I I I I I (FUTURE) RECEPTACLE RECEPTACLE :EPTACLE STA:3+36.44 I STA:3+61.94 19.35' LT 19.33' LT (FUTURE) ... '' RECEPTACLE +§ STA:3+78.06_ °eee 12.66' LT I EVENT POWER PEDESTAL STA:3+82.24- PARKING _ 9.53' LT o•:• RECEPTACLE STA:4+64.52 (FUTURE) RECEPTACLE - RECEPTACLE - STA:3+34.47 STA:3+54.77 34.26' RT 35.11' RT 4+00 y i m RECEPTACLE y STA:3+76.58 I I - I 34.27' RT WALNUT STREET I I ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP 1 40� TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) -- -- 1\ ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 1 $ TYPE 4- CATENARY POLE W/ PED LIGHT 11 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT 0 O / TYPE 6 -PARKING LOT LIGHT TYPE 7 -ACCENT LIGHT TYPE 8 - STREET LIGHT . .-------------------- J ❑ LCC- LOAD CENTER CABINET -- ' FR - FOOD TRUCK RECP RS _------------------------ - - ML RECEPTACLE O ML - MONUMENT LIGHT 5+100 RECEPTACLE -STA:4+66.4E 34.09' RT 6+00 - ❑ TYPE 2 TYPE 1 TYPE 2 STREET LIGHT STA:4+84.96 STA:5+34.03 STA:5+86.84 STA:6+40.71- 53.87RT 54.84' RT 54.81' RT 54.91' RT RECEPTACLE I STA:3+89.48 39.04', LT I TYPE 3 STA:3+93.56 23.18' LT +§ °eee 4+00 WALNUTSTREET PARKING LOT ENLARGEMENT, SEESHEETE1.12 o•:• RECEPTACLE STA:4+64.52 e I I-II I -I - - 17.24' RT � STA:3+34.107 POWER OUTLET II �F RECEPTACLE - - - - - - - - - - - - - - _ 59.61' RT4a STA:3+77.27 STA:4+68.91 20.71' LT 5 61.00' RT G 6 -° H =ti � 5 0 10 20 I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 151 AND THATI ADULY LICENSED 55{LE` "yRT`'Q(�''�VJsT"��0"+Es°TA. I 2040 HIGHWAY I2 EAST WI MINNESOTA 56201 CITY OF DESIGNED EH/BJ N MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DgBH/BJ/EH/PA '-; HORZ. a ® V -V . V L V �7�+ 1 V I Phone Phone: (320) 231-3956 l_ lrilaL � ont 0 Mont DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECT E1.05 cx CHECKED ELECTRICAL SCALE FEET Email: Willmar@bolton-menk.Dom �c M E N K 11 1 Patri .yd-qqd��+ y�1 1 I/>n lddCbS71 1 u 1.6t/19/zoz3 CLIENTg1CH/1OK (FUTURE) www.bolton-menk.com (FUTURE) _LL TYPE4 '.. ELECTRIAL PLAN RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE LSTA:3+03.01 STA:1+02.66 I STA:2+09.64 ,.'' STA:2+52.27 STA:2+85.56 I 19.47' LT 21.03'LT (FUTURE) TYPE 5 19.37' LT 19.48' LT 19.37' LT (FUTURE) FOOD TRUCK RECP. RECEPTACLE RECEPTACLE STA:1+87.76 RECEPTACLE STA:1+19.47 15.23' LT STA:2+34.89 19.45'LT 19.45' LT I .STA:0+94.11_ - 19.57' LT 19.46' LT 19.48' LT WALNUT STREET I 1+00 - I - 2+00 - 3+00 - (FUTURE) TYPE 4 (FUTURE) (FUTURE) RECEPTACLE TYPE 4 I (FUTURE) (FUTURE) STA:3+19.76 34.16' RT RECEPTACLESTA:1+64.43 -RECEPTACLE I -RECEPTACLE -1-i �-STA:1+60.32 34.13' RT I _ - ISI - '- - I - RECEPTACLE - RECEPTACLE - - RECEPTACLE (FUTURE) - - �STA:0+76.90 STA:0+96.37 STA:1+18.11 ���. 34.06' RT RECEPTACLE STA:2+25.79 STA:2+46.75 ST -.2+68.06 RECEPTACLE 34.09' RT 34.83'RT 34.19' RT RECEPTACLE I STA:2+04.91 34.36' RT 34.14' RT 34.69' RT STA:3+13.47 STA:1+38.54 34.28' RT 34.16' RT 34.52' RT '.I I I -STA::STA:3+09.20 #1 - - - L . I I 41 46.18' RT I FT I 4+00 y i m RECEPTACLE y STA:3+76.58 I I - I 34.27' RT WALNUT STREET I I ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP 1 40� TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) -- -- 1\ ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 1 $ TYPE 4- CATENARY POLE W/ PED LIGHT 11 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT 0 O / TYPE 6 -PARKING LOT LIGHT TYPE 7 -ACCENT LIGHT TYPE 8 - STREET LIGHT . .-------------------- J ❑ LCC- LOAD CENTER CABINET -- ' FR - FOOD TRUCK RECP RS _------------------------ - - ML RECEPTACLE O ML - MONUMENT LIGHT 5+100 RECEPTACLE -STA:4+66.4E 34.09' RT 6+00 - ❑ TYPE 2 TYPE 1 TYPE 2 STREET LIGHT STA:4+84.96 STA:5+34.03 STA:5+86.84 STA:6+40.71- 53.87RT 54.84' RT 54.81' RT 54.91' RT RECEPTACLE I STA:3+89.48 39.04', LT I TYPE 3 STA:3+93.56 23.18' LT +§ °eee 4+00 4+00 y i m RECEPTACLE y STA:3+76.58 I I - I 34.27' RT WALNUT STREET I I ELECTRICAL LEGEND: ® TYPE 1- 25' STREET LIGHT W/ RECP 1 40� TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) -- -- 1\ ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 1 $ TYPE 4- CATENARY POLE W/ PED LIGHT 11 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT 0 O / TYPE 6 -PARKING LOT LIGHT TYPE 7 -ACCENT LIGHT TYPE 8 - STREET LIGHT . .-------------------- J ❑ LCC- LOAD CENTER CABINET -- ' FR - FOOD TRUCK RECP RS _------------------------ - - ML RECEPTACLE O ML - MONUMENT LIGHT 5+100 RECEPTACLE -STA:4+66.4E 34.09' RT 6+00 - ❑ TYPE 2 TYPE 1 TYPE 2 STREET LIGHT STA:4+84.96 STA:5+34.03 STA:5+86.84 STA:6+40.71- 53.87RT 54.84' RT 54.81' RT 54.91' RT POWER OUTLET I STA:3+56.40 m 49'28 RT o•:• RECEPTACLE STA:4+64.52 e I I-II I -I - - 17.24' RT -I STA:3+34.107 POWER OUTLET II �F RECEPTACLE - - - - - - - - - - - - - - _ 59.61' RT4a STA:3+77.27 STA:4+68.91 20.71' LT 5 61.00' RT =ti � 5 0 10 20 I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 151 AND THATI ADULY LICENSED 55{LE` "yRT`'Q(�''�VJsT"��0"+Es°TA. O LTO N 2040 HIGHWAY I2 EAST WI MINNESOTA 56201 CITY OF DESIGNED EH/BJ N MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DgBH/BJ/EH/PA '-; HORZ. a ® V -V . V L V �7�+ 1 V I Phone Phone: (320) 231-3956 l_ lrilaL � ont 0 Mont DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECT E1.05 cx CHECKED ELECTRICAL SCALE FEET Email: Willmar@bolton-menk.Dom �c M E N K 11 1 Patri .yd-qqd��+ y�1 1 I/>n lddCbS71 1 u 1.6t/19/zoz3 CLIENTg1CH/1OK 31 www.bolton-menk.com ELECTRIAL PLAN 38 ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP - TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 0 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT ♦ TYPE 7 -ACCENT LIGHT ® TYPE 8 -STREETLIGHT LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP 11 RS - RECEPTACLE C= ML -MONUMENT LIGHT 41. a Io W w BLOCK 52 PROJECT WORKAREA BY OTHERS I w (SHOWN FOR COORDINATION PURPOSES) c ti -� g D 1D Z() I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OP UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. 2040 HIGH WAY I2 EAST X30 LTO N VYILLMAR, MINNESOTA 56201 CITY O F s "'0 EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DMW HEFT 3 HORZ. Bo i J,V ,L.�I V l V J ., _ - Phone: (320)231 -men Onti7/� � EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.06 ECRED aECReo RU— ELECTRICAL �ZMV81s SCALE FEET Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.com it li.L o Patri k Q*�S�` y� G L� n9/zoz3 -- INOOS71 I ELECTRIAL PLAN — -- -- -- to w w TPE 1 TYPE 2 TYPE 2 (PE TYPE 2 Iw w STA:4+87.20 STA:5+34.83 TA:6+14.83 w 27.26' LT 35.65' LT 35.56' L�I 35.47' LT I n TYPE 2 TYPE 1 TYPE 2 STA:6+54.81 STA:6+99.33 STA:7+34.81 I 26.62' LT 26.77' LT 26.44' LT I 5+00 I — — 6+00 _ — — 7+00— I RIVER STREET I TYPE 1 i STA -5+90.53 TYPE 2 14.92' RT TYPE 2 TYPE 2 TYPE 2 I TYPE 2 STA:4+94.70 F� �r rSTA:S+34.70 I nn x. oT f STA:6+85.13 20.23' RT rSTA:7+25.13 STA:7+65.18 I 20.32' RT 20.41'RT 38 ELECTRICAL LEGEND: TYPE 1- 25' STREET LIGHT W/ RECP - TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 0 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT ♦ TYPE 7 -ACCENT LIGHT ® TYPE 8 -STREETLIGHT LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP 11 RS - RECEPTACLE C= ML -MONUMENT LIGHT 41. a Io W w BLOCK 52 PROJECT WORKAREA BY OTHERS I w (SHOWN FOR COORDINATION PURPOSES) c ti -� g D 1D Z() I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OP UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEO I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. 2040 HIGH WAY I2 EAST X30 LTO N VYILLMAR, MINNESOTA 56201 CITY O F s "'0 EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DMW HEFT 3 HORZ. Bo i J,V ,L.�I V l V J ., _ - Phone: (320)231 -men Onti7/� � EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.06 ECRED aECReo RU— ELECTRICAL �ZMV81s SCALE FEET Email: Willmar@bolton-menk.com �c M E N K www.bolton-menk.com it li.L Patri k Q*�S�` y� G L� n9/zoz3 �� INOOS71 I ELECTRIAL PLAN —I 24-A1 - 23-A1 I W W � I ELECTRICAL LEGEND: _Z TYPE 1- 25' STREET LIGHT W/ RECP I —+ BROADWAY STREET W (CSAH 75) TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 60+00 ;re — — — — — - — — — — — — — — — — — — — — 22-A1 0 0 al 0 V '0 = 63+00 64+00 5 61+00 8 -Al 7-A1 — — ---- -- — I HEREBY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORTWAS PREPARED -� y`o'"✓ BY Rc{RVE-fPEETV "JG D 2040 HIGHWAY 12 EAST D 10 WILLMAMINNESOTA 56 IM 2 01 mHORZ. BOLTON Phone (320)231-3956 SCALE FE Email:Wilmar@bolton-menk.coo & MENK www.bolton-menk.com lzm'0ntc TYPE 3- CATENARY POLE W/ STREET LIGHT Z Lu TYPE 4 - CATENARY POLE W/ PED LIGHT 0 ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6 -PARKING LOT LIGHT Z • TYPE 7 -ACCENT LIGHT I 62+00 ® TYPE 8 - STREET LIGHT 0 v 0 LCC- LOAD CENTER CABINET 2 O W FR-FOODTRUCKRECP I LL RS- RECEPTACLE -- O ML -MONUMENT LIGHT 2i O w Ow NOTE: m I 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV NOTE: 2. THE PORTION OF CONDUIT EXTENDING I z 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV FROM A RECEPTACLE TO A LIGHTING UNIT = HANDHOLE, CABINET, OR OTHER t' RECEPTACLE SHALL BE 3/4" PVC. a 3. THE PORTION OF THE CONDUIT EXTENDING I SHALL BE 3/4" PVC. FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC. I 4. THE CONDUIT BETWEEN HANDHOLE 8 AND 9-A�A1 LIGHTING UNIT 24-A1 SHALL BE 1-1/2" PVC CTi---------------- —------� o — — — — — — — — — — — — w 21-A1 O 20-A2 RS22 vw= w RRFB POLE I N I 8 -Al 7-A1 — — ---- -- — I HEREBY CERTIFYTHATTHIS PIAN, SPECIFICATION, OR REPORTWAS PREPARED -� y`o'"✓ BY Rc{RVE-fPEETV "JG D 2040 HIGHWAY 12 EAST D 10 WILLMAMINNESOTA 56 IM 2 01 mHORZ. BOLTON Phone (320)231-3956 SCALE FE Email:Wilmar@bolton-menk.coo & MENK www.bolton-menk.com lzm'0ntc —I Lu BROADWAY STREET W (CSAH 75) W ~ H I► - U O \ 6 NOTE: 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HANDHOLE, CABINET OR OTHER RECEPTACLE I SHALL BE 3/4" PVC. 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PCV. I 4. THE CONDUIT BETWEEN LIGHTING UNIT 6-A1 AND LOCUST STREET RRFB SHALL BE 3/4" SEE NOTE I RRFB POLE 0 6-A1 RS8 w w ♦ w 71 swNe EH/B1 MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET D BH/BJ/EH/PA�7 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Q ca aeEDJH/JK E 1.07 ELECTRICAL I I � I I T 19-A1 RS22 RS21 18-A2 RS20 RS19 17-A1 I�I—I—III—IIII—IIII—IIII—III—III. SEE SHEET E1.11 qL I ' 1 ~_ I I I OF� w -- - - 1 0 6. ® •� — HH2 RS18 - RS17 16-A2 F I � I I � I I _ I I iBROADWAY STREET W (CSAH 75) I �I 0 W w S7 5-A2 RS6 4-A1 RS5 3-A2 RS4 RS3 2-A1 RS2 W -- - - - - - - - - - - - - 7=7 - - - - - - Z x � ELECTRICAL LEGEND: 1-A2 „ RS1 ® TYPE 1- 25' STREET LIGHT W/ RECP A TYPE 2 - SALVAGED PED LIGHT (PROVIDED BY OWNER) ® TYPE 3 - CATENARY POLE W/ STREET LIGHT $ TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT ® TYPE 8 - STREET LIGHT LCC- LOAD CENTER CABINET FR -FOOD TRUCK RECP I)4 RS - RECEPTACLE I= ML - MONUMENT LIGHT mores NEI I Von SEE N1#[TE IA `��i 1111 �:enii9son 111 NOTE: I 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV 2. THE PORTION OF CONDUIT EXTENDING A I I I FROM A RECEPTACLE TO A LIGHTING UNIT I` I III HANDHOLE, CABINET, OR OTHER RECEPTACLE SHALL BE 3/4" PVC ® I I 3. THE PORTION OF CONDUIT EXTENDING SERVICE y III FROM AN ACECNT LIGHT TO A LIGHTING CABINET "A" e ry I UNIT, HANDHOLE, CABINET OR ANOTHER REMOVE CONCRETE I ACCENT LIGHT SHALL BE 1/2" PVC AROUND THIS POL 4. FURNISH AND INSTALL TWO 2" SCH 40 HDPE FOR SERVICE RISER CONDUITS BY HDD FROM SERVICE CABINET o I III "A" TO H H l 5. 2 INCH PVC CONDUIT 38 ti I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED swrv[D BY O.RUNDER Y IRE PE ISI NANDTHATI ADULYLICENSED 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HEFT D 10 2() I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CIi�e&o DMW V,V ,L.�I V l V J X O LTO N WILL AR, MINNESOTA 56201 o HORZ - , BH/BJ/EH/PA DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E1.08 Phone: (320) 231-3956 Mo o, SCALE FEET Email: Willmar@bolton-menk.com Patri k y�y�a�c�` y' //�'���''� & M E N K www.bolton-menk.com ECRERU— ELECTRICAL �� INOOS71 1 I<A6/l9/2023 �EOW112781s LIGHTING LAYOUT m Ip ELECTRICAL LEGEND: I DO DO z I ID TYPE 1- 25' STREET LIGHT W/ RECP 4 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) ® TYPE 3 - CATENARY POLE W/ STREET LIGHT O TYPE 4- CATENARY POLE W/ PED LIGHT 49 TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6 - PARKING LOT LIGHT • TYPE 7 -ACCENT LIGHT SHALL BE 1-1/2 IN PCV TYPE 8- STREET LIGHT — LCC- LOAD CENTER CABINET W FR - FOOD TRUCK RECP III RS - RECEPTACLE C1 ML - MONUMENT LIGHT I I .-H o w I Emil w � w I I I x � I w I m o _ o 25-A2 RS25 HH4 RS22 II I I 11T LLj —I+—I �I —III— I I i0 wl � SEE NOTE NUMBER! 42-A7 44-A7 I 't: I I CIO BLOCK 52 PROJECT WORKAREA BY OTHERS:; (SHOWN FOR COORDINATION PURPOSES) j L I IA W' mmEmmmmmmm-mm WINEENEEN m wwwwww 26-A] 27-A2 RS26 RS27 BROADWAY STREET W (CSAH 75) 71+00 V I ;o.RRFB RS9 RS10 11-A2 RS11 R512 12-A1 RS13 13-A2 RS14 S 14-A1 I ' TE °` BE 10-A1 - Em— *Am off HH3I -- -- --- — — — — — — — — — — — —� — — T I 1.0 a I �~ VIsill OTE \1 N E R 4 V EXISTING / d5 I ti 1 HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED BY O.RUNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEI 2040 HIGH WAYI2EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HEFT D 1D 2D I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CITY O F DRAWN/ V,V ,L.�I V l V J BOLTON VYILLMAR, MINNESOTA 56201 o HORZ - 1 BH/B/EH/PA DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E1.09 Phone: (320) 231-3956 Montice o o, SCALE FEET � Email: Willmar@bolton-menk.com Patri k am�s�` y� //�'���''� & M E N K www.bolton-menk.com .—ED ELECTRICAL I)m INOOS71 1 �Q I<A6/l9/2023 �EOW112i815 LIGHTING LAYOUT N ' I NOTE: 1. UNLESS OTHERWISE INDICATED CONDUIT °C SHALL BE 1-1/2 IN PCV — 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HAND HOLE, CABINET OR OTHER _ RECEPTACLE SHALL BE 3/4" PVC 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING _ r UNIT, HAND HOLE, CABINET OR ANOTHER On ACCENT LIGHT SHALL BE 1/2" PVC LL 4. CONTRACTOR TO PROTECT EXISTING CONDUIT AND WIRE EXTEND CONDUIT AND CONNECT EXISTING CONDUIT AND WIRE IN HANDHOLE PER WIRING DIAGRAMS AND I SPECIFICATIONS THIS WORK IS INCIDENTAL TO THE HANDHOLE BID ITEM I 5. 3/4" PVC CONDUIT I I .-H o w I Emil w � w I I I x � I w I m o _ o 25-A2 RS25 HH4 RS22 II I I 11T LLj —I+—I �I —III— I I i0 wl � SEE NOTE NUMBER! 42-A7 44-A7 I 't: I I CIO BLOCK 52 PROJECT WORKAREA BY OTHERS:; (SHOWN FOR COORDINATION PURPOSES) j L I IA W' mmEmmmmmmm-mm WINEENEEN m wwwwww 26-A] 27-A2 RS26 RS27 BROADWAY STREET W (CSAH 75) 71+00 V I ;o.RRFB RS9 RS10 11-A2 RS11 R512 12-A1 RS13 13-A2 RS14 S 14-A1 I ' TE °` BE 10-A1 - Em— *Am off HH3I -- -- --- — — — — — — — — — — — —� — — T I 1.0 a I �~ VIsill OTE \1 N E R 4 V EXISTING / d5 I ti 1 HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED BY O.RUNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEI 2040 HIGH WAYI2EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) HEFT D 1D 2D I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CITY O F DRAWN/ V,V ,L.�I V l V J BOLTON VYILLMAR, MINNESOTA 56201 o HORZ - 1 BH/B/EH/PA DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E1.09 Phone: (320) 231-3956 Montice o o, SCALE FEET � Email: Willmar@bolton-menk.com Patri k am�s�` y� //�'���''� & M E N K www.bolton-menk.com .—ED ELECTRICAL I)m INOOS71 1 �Q I<A6/l9/2023 �EOW112i815 LIGHTING LAYOUT SEE SHEET E1.09 .. ... .... I -- Lu Lu N >Q Q O IY m I -- Ln Lu SEE NOTE NUMBER 4 PINE STREET BLOCK 52 PROJECT . __ _. . ................... WORK AREA BY OTHERS �,Bg. 8-Bg :: (SHOWN FOR COORDINATION PURPOSES) NOTE:NOTE: BLOCK 52 CONTRACTOR TO INSTALL LIGHT POLE BASE AND CONDUIT. CITY STREETSCAPE CONTRACTOR TO INSTALL WIRE. POLE PINE STREET SEE SHEET E1.09 NOTE:NOTE: BLOCK 52 CONTRACTOR TO INSTALL LIGHT POLE BASE AND CONDUIT. CITY STREETSCAPE CONTRACTOR TO INSTALL WIRE, POLE AND LIGHTS. 2 A O1 'c nm W O W 2 I ® TYPE 1- 25' STREET LIGHT W/ RECP � TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) 49 TYPE 3 - CATENARY POLE W/ STREET LIGHT � TYPE 4 - CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT • TYPE 7 - ACCENT LIGHT ® TYPE 8 -STREETLIGHT 0 LCC- LOAD CENTER CABINET * FR - FOOD TRUCK RECP Eb RS - RECEPTACLE o MONUMENT LIGHT + NOTE: 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PCV 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HANDHOLE, CABINET OR OTHER RECEPTACLE SHALL BE 3/4" PVC 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHITNG UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC 4 CONTRACTOR TO PROTECT EXISTING 1 I 1 1 INDICATES CONDUIT BY OTHERS ' CONDUIT AND WIRE. EXTEND AND THE BASES FOR LIGHTING UNITS 19-137,20-137, AND 21-67 ARE CONNECT EXISTING CONDUIT AND WIRE IN aTO BE INSTALLED BY THE DEVELOPER, CONTRACTOR TO HAND HOLE PER THE WIRING DIAGRAMS INSTALL CONDUIT FROM LIGHTING UNIT 19-137 TO LIGHITNG AND SPECIFICATIONS. THIS WORK IS v ® UNIT 7-62. CONTRACTOR TO FURNISH AND INSTALL POLE, INCIDENTAL TO THE HANDHOLE BID ITEM LIGHTS AND WIRE. 5. 3/4"PVC CONDUIT 38 ti 10 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSED I� A°S� ��((LEc�y C� yy*�'3¢�R T E `y�"�� ST NESOTA. X O LTO N 2040 HIGHWAY I2 EAST V7ILLMAe MINNESOTA 56201 CITY O F swrv[D ISSUEDMIA —E EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DMW SHEET o HORZ i J,V ,L.�I V l V J - , Phone: (320) 231-3956 1'I�1r!� Montice o BH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E 1.10 o, ECTPEGI. ELECTRICAL SCALE FEET Email: Willmar@bolton-menk.com �c M E N K Patri k y� /�� n9/2023 am�s�` INOOS71 1 I www.bolton-menk.com "K �EOW112781s LIGHTING LAYOUT 0 W w F -R544 RS45 F -R546 31-A4R R547 — — Sol# -- ----- ----- 0 0 14 I— 30-A4R ' RS30 w w w w � Ih� 11 � WALNUT STREET PARKING LOT ENLARGEMENT, SEE SHEET E1.12 � i — S—a— ������ �— SME SEE NOTE r HH7 c HH6 F-RS48 11 F -R549 33 -AS R550 �,-RS51 R552 F -R553 _ 3 — — _ � — — — — — — r— ---- woo— — -- --- I FR2 EDJZ SEE NOTE 61 NOTES: IRRIGATION PEDESTAL, I 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PVC SEE NOTE NUMBER 7. 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT - 1+0o HANDHOLE, CABINET, OR OTHER RECEPTACLE SHALL BE 3/4" PVC — 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC WALNUT STREET i SEE NOTES 5. 1-1/2" CH 40 PVCICONIPULL STRING ONLY CONDUIT 6. THE CONDUIT FROM HH13 TO THE IRRIGATION PEDESTAL SHALL BE 3/4"PVC 3+00 1+0o _ — —I 22+Obi 7, EXTEND AND TERMINATE CONDUIT AND WIRE AT IRRIGATION PEDESTAL INSTALLED BY — — T I IRRIGATION CONTRACTOR. CONNECTION OF CONDUITAND WIRE TO THE IRRIGATION PEDESTAL IS INCIDENTALTO THE RESPECTIVE BID ITEMS FOR CONDUIT AND WIRE. 8. THE LETTER "R" IN THE POLE ID NUMBER INDICATES A POLE RECEPTACLE FOR CATENARY I—II——II—I�I—ITI—I—I LIGHTING ONLY.I 9. 3/4" PVC CONDUIT F-RS37 F -R539 F -R531 RS32 F -R533 R534 F-RS35 _ 32 A411 R536 R538 z 0 a z Do I u, z x r F-RS40. RS41 a 34-A4R I UK m w 17-132 -Bl 18 -BI 19 _-----� 5 I SEE SHEET E1.12 ti O lO 20 HHS I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY O.R UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED AS �•(LE C y��'3¢�R T�E `y�"���� ST NESOTA. i Lmmmmmmvem CIii�� 22 -BML SEE NOTE 4— SEE NOTE 9— SHEET DMW R 5 I 1 , Phone: (320) 231-3956 MonaECRSCALE BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTE 1.11 FEET I I Email:Wilmar@bolton-menk.comMENK 1 11 i I ELECTRICAL LEGEND: www.bolton-menk.comEaHN1K II r a, NOTES: 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2" IN PVC (i) 11 as TYPE 1- 25' TREET LIGHT / R P TYPE 2- SAL AGED PED L HT( ROVIDED BY OWNER) — 35-A3R I ' I \ 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT 1 — — TYPE 3 -CAT ARY POLE /ST EET LIGHT i ' ��� HANDHOLE, CABINET OR OTHER RECEPTACLE SHALL BE 3/4" PVC 0 TYPE 4 - CAT NARY POL / PE LIGHT I13 R554 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING 1 TYPE 5 - CATE ARY POLE ST EET &PED LIGHT �i� `\ a UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC TYPE 6-PARKI G LOT LIGHT ■ — — — — — F-RS55 SEE NO E 4 \ 0 4. 1-1/2" PVC CONDUIT WITH PULL STRING ONLY • TYPE 7 - ACCE T LIGHT I— — — — ` — — — SERVICE6. CABINET"B" 5. 1-1/2" PVC CONDUIT EMPTY FOR FUTURE EV CHARGER. 3/4"PVC CONDUIT � ® TYPE8-STREE LIGHT LCC -LOAD CE TER CABINET No HH10 \/ \ 7-- _____________ ��'— FR - FOOD TRU KRECP I FR1 ------------------------ — — . :.. — — ML-MONUME L T I 4+00— Z I a o WALNUT STREET S+DD 6+00 — — — — — — — — — F- I I y 1 I U) I I a o_ w � 1 '^ F -R542 R543 I RS59 w ❑z r I ` HH11 °° e;`o HH12 UK m w 17-132 -Bl 18 -BI 19 _-----� 5 SEE SHEET E1.12 SEE SHEET E1.12 ti O lO 20 I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY O.R UNDER Y IRECT PE ISI NANDTHATI ADULY LICENSED AS �•(LE C y��'3¢�R T�E `y�"���� ST NESOTA. 2040 HIGH WAY I2 EAST 130LTON WILLMAe MINNESOTA 56201HORZ. CIii�� swrvEn EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DMW ., - lV J , Phone: (320) 231-3956 MonaECRSCALE BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECTE 1.11 FEET Email:Wilmar@bolton-menk.comMENK ELECTRICAL www.bolton-menk.comEaHN1K a, -I 1I H H HI1 1 I1HF—I I—I F—I I—II 777 /— — — — 11-132 -- -- — 12-132 — — — — 13-B2 — — — — -- — — — — — — — — — -0— — — — — — — — — — ai — — — — — — — — — NcH ' 0 w TTE 14-B2 15-B1 16-B2 2 to w w to % 1 — 5.00 6+00 - - -0 r RIVER STREET I I i 3 -Bl SEE NOTE 4 � to ' w W w 2 w I LtS` - LILT r - ti ELECTRICAL LEGEND: w x w in 38 ID TYPE 1- 25' STREET LIGHT W/ RECP -0 TYPE 2- SALVAGED PED LIGHT (PROVIDED BY OWNER) ® TYPE 3 - CATENARY POLE W/ STREET LIGHT 40' TYPE 4- CATENARY POLE W/ PED LIGHT ® TYPE 5 - CATENARY POLE W/ STREET & PED LIGHT TYPE 6- PARKING LOT LIGHT • TYPE 7 - ACCENT LIGHT ® TYPE 8 - STREET LIGHT LCC- LOAD CENTER CABINET FR - FOOD TRUCK RECP RS - RECEPTACLE ML- MONUMENT LIGHT 1. UNLESS OTHERWISE INDICATED CONDUIT SHALL BE 1-1/2 IN PVC 2. THE PORTION OF CONDUIT EXTENDING FROM A RECEPTACLE TO A LIGHTING UNIT HANDHOLE, CABINET OR OTHER RECEPTACLE SHALL BE 3/4" PVC 3. THE PORTION OF CONDUIT EXTENDING FROM AN ACCENT LIGHT TO A LIGHTING UNIT, HANDHOLE, CABINET OR ANOTHER ACCENT LIGHT SHALL BE 1/2" PVC 4. EXTEND AND TERMINATE CONDUIT AND WIRE AT IRRIGATION PEDESTAL INSTALLED BY IRRIGATION CONTRACTOR. CONNECTION OF CONDUIT AND WIRE TO THE IRRIGATION PEDESTAL IS INCIDENTAL TO THE RESPECTIVE BID ITEMS FOR CONDUIT AND WIRE. ti -� () 1D 7� I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OP UNDER Y IRE- PE ISI NANDTHATI ADULYLICENSED I� A°S�yy*�'3¢�R TE `y�"�� ST NESOTA. X30 LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C IT Y ri F SIGNED EH/BJ ISSUEDMN DMW MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET o HOR2 i J,V ,L.�I V l V J - , Phone: (320) 231 -men Mo4ifc o BH/BJ/EH/PA o, Ea�E DOWNTOWN ROADWAY& PEDESTRIAN IMPROVEMENT PROJECT E1.12 SCALE FEET Patri k Q*�S�` y� /�� 1 I n9/2023 UQ �e M E N K Email: Willmar@bolton-menk.com www.bolton-menk.com xwHeoK �Eow1i27815 ELECTRICAL �� INOOS71 LIGHTING LAYOUT •� i SERVICE CABINET �� ie�iiiiiiiiii�i■■■■■■■■■■■■■��■■■■■■■iiii —MINI a ��■■■v■■o�■n■■■on■■v MEN ■■■■■■■■■■■■■�1 povi■nu©o_=ooI■I ■■■■■■\r SINGLE PHASE. �___ Imo► I r '© ■ 191 1�/ . rr rrEr E.6+00 0+00 _ EEPF EE ROVER STREET RIM STREET ------------- Ni►� Vii' ee I i�iiW. i■■■■■■■■■■■■■■■11■■■■■-I�■■�■■■■■■■■■■■■■■■■���■�i�' 11 _ __ ■■�� �i::GiiGGiiGGiGiGG:iG® _ ►� II■II -_ten■■■■■�■ii� ■■� • �I,i ill■■�eee� ■�_ M I MR of�ell a��� - --- I (I I I I t I I I I I I I I I I_ — — UNt }tl OF UNUtKGKUUNU SERVICE ENTRANCE CONDUCTORS I / I I I I I I 10 SIGNAL CONTROLLER 2" PVC THREE SETS OF UNDERGROUND I ® I I I I I SERVICE ENTRANCE Im O o CONDUCTORS TO BUILDINGS O O z N I I I I I I I I I I SINGLE PHASE 0 0 I ji)I© I I I I 208/120 XFMR HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SIGNED BY O.RUNDER Y IRE- PE ISI NANDTHATI ADULYLICENSEI 2040 HIGHWAY 012 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET () 10 20 I� A°S� ��-((LEc{iyC�y* �@'3¢�R T E `y�"�� ST NESOTA. CITY O F DRAW 3 HORZ. i J,V ,L.�I V l V J BOLTON WILLMAR, MINNESOTA 56201 BH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.13 Bo _ Phone: r@b 231-nnen On �7/ aECRED SCALE FEET Email: Willmar@bolton-menk.com it li.L Patri k y�y�a s�` r � //�'��� & M E N K www.bolton-menk.com EU— ELECTRICAL 1)m NO S RMOOS71 I U oD I<Aa,/2023 �Eowlizisls ELECTRICAL PLAN -TRANSFORMERS Pant tlangdr 270. Gf vi + Novd W h f rWA It F09 HuhdW-, Har, & Alan Hanger !-'Ia/n Ilew 1 v2,. L-A 1 r 4' Alum. P6. $A., Adby 606J-76 W97 1/4'-20M[' Sfvffl4sa Seel Mex, Nd, BA Nax. Net And LWAWMStw 24" 7/4" Arum. Rad plum Manner rWd?h 2. Did, R•MOVaWff Bap SCALE: N.T.S. ARxrr, ]f4• Pia- Hole Arum. Pooe Cup Assemo (25935) S- P" kP5 S1ipRrter { 3/8' Dia. Mole (RowW Edges) S 1100 Statidasa Sive! Screws I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 751 ANDTHATI ADULYLICENSEO s Ec T sT EsoTA. A�° bb" Mbf X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJ C I ESICN[R EH/BJ oRBH/BJ/EH/PA SYrag Rave 12' hf I 2 112' Sch. 80 Alvm. P,pe Arm MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET L�1�lL V�7p IVI 919 d, I (2 718" an.) Akoy WM-TS Phone: (320) 231-3956 N�oiiAo °HE°P 4 112" O.A. DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E 1' 14 M E N K Email:willmar@bolton-menk.com ELECTRICAL DETAILS 04 / 9/2023 PatNo1 rub iezn A� 1A ��e www.bolton-menkxom MP1H/JK Rol NG, CLI— 114-Wox robmated Wieath Hover f llsraa) Welded rm 2�_0• InteJnal damper {factory stuped) 4 Ovplax CM Reeeptacia KM PrW7a k?-u'w C. -e (104.300) 25'-A f1v9 troAo'er (39209 rrrataNed ham Rdaurta A-p, 9kaft WIG'r 5r Stasi lI IdWmr' B Twit Pknt Hanger ? z ttem A' L7 17072--52 ]70772-009 $- y - rapered nitre z -250• Ahoy 8063-rH r r • to 12' ala. 00 irCndhcJe Fmmg ropped 3/6,--I W 8olr Crrr]e r;{ � Far Grounding � flelnrorced Horrdhale {4' x 8� NSM chi d Z t'+ Lover WVwa csa Ste,! *x. Od S—W!r 7.–g, iT 711• rwa piece Cast AWFn., Demrobve I J�4• 8dse laver {1$771-aoa) W;ttl g• tr:Fedd � � � Stoinl�as Srsal Screws :. 1 _0. ]8• X0-1 kA 3.j OK. - (4j_ L' -&4'C Oak.5YI :4�char 9olta,•. • 0 k314-90 Cwde M. Ta' Or . •..' Thr]eaded End Gino, Per ASM A 15.1 4 - - mm Nuts f i" G,?, SH f xlA Ko'.,- i ( j t' rwy. SH- rf-t wMerem rte• Tawas] � Far2� Pant tlangdr 270. Gf vi + Novd W h f rWA It F09 HuhdW-, Har, & Alan Hanger !-'Ia/n Ilew 1 v2,. L-A 1 r 4' Alum. P6. $A., Adby 606J-76 W97 1/4'-20M[' Sfvffl4sa Seel Mex, Nd, BA Nax. Net And LWAWMStw 24" 7/4" Arum. Rad plum Manner rWd?h 2. Did, R•MOVaWff Bap SCALE: N.T.S. ARxrr, ]f4• Pia- Hole 3fB" SYmilless Steed Eye6ort (Round Edges) 3/8' Dia. Mole (RowW Edges) -Ir m q ArJJrrr. ease faarr9e r�xr Ae�y sss-rs —I I- 11 1/4^ sq. Pale Base 421 Cover r7emdvad Amex 7] 511dit And et Zt Treated ro -T6 remper Alter Welding 2) Pala Oesiyned Ta ser AASNrO 2013 Cd'Xim Far A 96 mph Wnd Velockv For71 oRut: !]eslyn COndr'tiana, • Afti''murn 1uml+ra Stray 7-85 rte CPA & 49 rbs. • Marimum Flag • MaJa`mam Pi'anter �za' .?. ' EF.4 � 5a +bs. • llaximurn Arum. 9anner Sre d' x 5'-0" AMuntad 88th 13ntlom Of Bonner Al 6'-u • Maximum Dezwuflan .cure: 2.0 rt' EPA 20 16s. Nates: 1) Shaft And Bracket Heat Treated To -T6 Temper After Welding. 2) Pole Designed To Meet AASHTO 2013 Edition For A 90 mph Wind Velocity For The Following Resign Conditions.' • Maximum Lun7inaire Size: 1.38 ft' EPA & 47 lbs. • Moximum Banner Size' 18" x 48" 2 1/2" Sch. 40 Alum. 170e Tenon L (2 718" O.D.) Alloy 6063-T6 3" Last Alum. Adapter Alloy 356-T6 4 1/2" a0. Duplex GFCI Receptacle With Low Profile f 6' In -Ilse Cover (704300) l -0• ( j-18, 1. Sch, 40 Pipe Banner Arra Allay 6063-T9' Wilh 2" Dia. Alum. Removable Ball 1 114' Sch. 40 Pipe Sleeve Alloy 6063-T6 Wth o4 -24NC stainless steel Hex. 11d. Soft With Flex. Nut And Lockwasher ! I- I9 3/4" -1 Spring Loaded Banner Saver Pro Arms Installed With Stainless Steel Worm Gear Bands Tapered Alum. Tube .188" Wall Alloy 6063-T6 7 112' to 8" Dia Ground Lug Inside, Opposite Handh4le Balk Circle Unreinforced Handhole (2 1/2" x 5 ) Wth Lop -Type Cover And Stainless Steel Screws 1'-6" T Two Piece Cast Alum. Decorative I F2, 1 9 3/4" Base Cover (12024-001) Alloy I i 359 With Stainless Steel Screws 3 1 7" T.41 11 d —I15' Dia. �- 2t Alum, Base Flange (44394) Allay 359 7 112' Sq. Pole base Oetal! REv41DNS i e _ �1 (4) 314'-10C Galv. 56. Anchor Bolts, 17' AASNTO M314-90 Grade 55, 10" Of 3, Threaded End Galv. Per ASTM A 753. (4) 3/4.-IONC Galv. 511. Hex. Nuts (4) .314 Galv. Stl. Lockwoshers (4) 3/4" Galy, 5t1, Ratwashers Ref- 25151 WARNING: DO PA -u-1 ?NSTA1 LIGHTING POLES WF I-OL1 LUMNA3Rc"S. —JEFFERSON SEMES LIGHT P( � hapco...& MTt 0,51121-9023 Abirrl=nion, V3, - ME NB owe, HP. a re L]! 1077J 1 LIGHT TYPE 1 POLE , LIGHT TYPE 2 POLE - NOT USED L SCALE: N.T.S. SCALE: N.T.S. S I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER 751 ANDTHATI ADULYLICENSEO s Ec T sT EsoTA. A�° bb" Mbf X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJ C I ESICN[R EH/BJ oRBH/BJ/EH/PA MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET L�1�lL V�7p IVI 919 d, Phone: (320) 231-3956 N�oiiAo °HE°P DOWNTOWN ROADWAY&PEDESTRIANIMPROVEMENTPROJECT E 1' 14 M E N K Email:willmar@bolton-menk.com ELECTRICAL DETAILS 04 / 9/2023 PatNo1 rub iezn ��e www.bolton-menkxom MP1H/JK Rol NG, CLI— DETAILS CATENARY LIGHT POLES - DETAILING AND DESIGN DELAYED ENGINEERING DRAWINGS AND CALCULATIONS TO FOLLOW I HEREBY CERTIFY THATTHIS 111, SRECIFICATI01, OR REPORT WAS PREPARED ""'"`� SHEET BY DRUNDER Y RECTS PER IBI AND THAT ADULYUIENSEO 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec I T Sr EsorA. CITY ❑ F BOLTON WILLMAR, MINNESOTA 56201 `" DRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�arlticella CHECK E1.15 Pahoi ldtalCbS�l ru Iczn �& M E N K Email: .Ibolton- ton-menk.com MR1H/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Roy No 'i alEowunals DETAILS AOtelagR°mho ESL3P2554OKMVOLTTG3QSMGWDFRAL8019SDCRPCLLLIH PM600 S24 BRS ou 9x° GVD3P104OKMVOLTMSGL3RAL8019SDCRPCLL HOLON'll® x°m hyo` 7HYDREL �® xm Ova I.erwmks3 ucEtxD4c soltmoDls Monticello -Downtown Street Teardrop B&M Post Top B&M Decorat•Ive HR W LIGFITING SOLUTIONS MonticelloDescription ESL3 The Espknade Iumimim is styled to replicate the "tealdoor luminaires that lighted boulevards in the first hall ofthe 1900E Designed for light control and ease ofinstillation and maimenerne,the Esplamde has a ondton optical system fill street Esplanade® Tear Drop Large lghtingperbrman[e. POST M0IJNTTM sQ Roadway LED Pendant Mechanical AlmothigStyleLlaenngFlLlaegpuan:l PrdsMAnc Doss Thelumin rehousing: Threemountingwisionsereavailable. • Heavy grade A360 cast aluminum (aluminum with<1% • M armmountiamian which is providedwithtwo U -bolls _ mppN) wkhwashenandmmandtwDImlingwtsaewsthatlode .1 • IP65 rated housing provides a spring-loaded latch for the housing to a 2 inch nominal (2-3/8" 0.R1 hosidnfal '•l t.llessacrosandahingeforeasyinsfallrti'nandservicing a and allows +/-5 degreeadjusmenthom horimnml pRlshwnc cLAss • Dptic dos inmhpoMNs a hinge and wing nut enabling tothecel REFRACTOR toollesaaesmiostallandservice • Apendant moot onion (either 1.25NPTorl.SNPT)which s"•! zaL EEI- NEMA twist lack phammmal receptacle ran be threads to a sxrNcal NPT male threaded pipefiting and is HIG14L.IGHTS EAmoulted inelectrical housing or externally; housing lodcedinplacebyestamles-shmintscrew. LUMINAlIRE [mtains a tempered glasswiMaw to allow llghtm reach • AOSM(Oukk Lock Stem Mounting), which consists oftHO saN0 the aliforn[emalty mourdn9 vertkal stem with flared top that moults into a matching g5Mfi0er orarm. The DSM mount can aid in installation r47yC 9eteebrhdedULorCSAfawalocati�ns sms,dasOkaquickerinsGlfati.then theaherm'undn9 M • Stems ... iJbl. In lengtfis ftcm 3" to 36• BeT� k • A factory programmable electronic driver with 0-IOV firNaeetho s. thd DSM style lsmmpatiMewlth thefollowing leveling n Suifahle for l'�Ntules with 112" NFT -Shawnwith MSRousing dlmmng --I leads meets maximum tool harmmk fitters: • aLIPF OR distortion(THD)o(2096,>0.90 Power Factor and are AOHS .Boston Harbor Oecamive&ren Fitter (BHDFl z li , compliant spEmnras°�r Mi3dmum weight-4716s-17aswwls Desanlre Mm RBw • Minimum operatngbemperatureu-40°C Bectronkdriver -West LlherryDemratireprn Flter(WLDF) P'_' 7flla" Madmurn effective projected area -1.38 sq.R has an estimated mirimum l' de of 100,000 hears at 25°C - Ball Style Demoltwe An Fn er Utmr DFl % Optional DAUdriferavaleble GVD3 D S �� / ZOkV/1OkA surge pratedim, fall off, With indi ata lige (zruEloMM �A 7g mmsANconnec comm.2 (Srcite!Ig sutaMebrwala[aA. upto40°C(omuithctary Granville Oassic Utility LED3 -- • Quids dunce. mnnedms for ease a instillation and DeAgnUs. t� maintenan¢ DedgnL'ghs Conwrrium° (DUO qualified product. Not all • Three pole terminal block Is standad, with optional Wlsom of this product may be DLC qualified Please dhede SPECIFICATIONS prevdred kadsforeasedlostallatmn the DLC Qualities! Products List at wwwAe oollohil /opL • Cgdgmable-M opfionsofV000 3000K 4000Kand mmnfirmwldithwisioniefilgMlified. Anmrnl Demlpti n Bpdcal5pecificatrom 50001(, 70CAI minimum BUYAMEMCANAR TheG.nVilea.1,Uuli,yLm3ndeslgnedforeaseofmanlwlamWtht plug-inekmicelmadule The optiol system is IP66 rated and mmhsofa and moldMthnmimsNmabomslliranglas �/jA 'Cus Ful This product is assembled in the USA and meets the Buy DIMENSIONS mmmentne"d ftheluminairesin HolophaWy Util'ayWminaire rinThe aditbnalamm-shaped rehadmandtapreAermrmoumedVKhinthedeco glamoplic.Themprefledormdiect omr5D% V �¢c L, Aigmous multi -stage pre -treating and painting trades America(.) government promrenNa requiremens under lumlralm, whit@ mainland of me 1920s,'areas a powerful, stalk -mom Chip -On -Beard IED d1h.pevaa light outcome aarolling refrartor wh allowing a oft up-llgh[ronmpomnttoddnethe c us yields'finish that acllieresasnihe creepage raring ofd FAP, DFARS and DOT regu rtiOns Please refer to wwwr_ plaifam with ' pool 'pool system that march plot speangs while amtainng uniform include! loom shape ofthe luminaire. The lowx uses precisely molded prismm maximum (per ASTM D1654) after ower 5,000 hours mggsurem salt amltylu dLam/dhg-americen for additional information. Illumination. the pole spacings while maintaining uniform We mm.TmmfmMmammilabkdmignedfbriES fog thamber(aperated per ASTM B117) on standard and McAaelol5pedlltatlwn typelllandlidisttlbations.LunarOpliesshiehli sareilabkforwymmHrkadsymmHdcdistdbuffons MLfilmber(ope wa "ty 92-114" Thelumnaire h'ailg shall: Consul Opti'a 5 -year limited wamay. This is Me only wananry prwidd •Be heavy gold, U60 noteluminum(aluminum WlN<1%topper) Themnmloti'mshalinlude,banotl'itdlo,thefollawlllg: RAL odmothusfatementsinth6*pdfirdonsheet,maL-alry 07JB'thru hale • IP55 rased housing pmvidesmolAesacmsswith aspring- 1'dd lads Field acijusttableoutput madjustuu tmlumkmim-Ag AeslsMm,80%glass. wearaayofmrykind. All otherexpresand Implied wanriff. • fomrporate a hidden hinge doorallmving the doormswing open and remain open Long life phomtonMl,20years-P P34 and P48 with DTL Optical are disclaimed. Complete waFmty terms looted at: www. • OOerunitswNh an EU -NEMA mkt lad pMtomarol remmade, the housing mnDlma emd 7 pin receptacles normally In sing (PATI or Inside glass molyded (PALE - not for use with The optical system is IP66 rated and consists of a precisely muitvbmnds.mmAuoowt/wamntv/terms-and-mndiriom glass wind..all- high tomadhdwall plan ...Is&nodesmuscha phaamrlwldisabld) molded thermal noistantborasiliom glass refractormounted Note: •Mountmdtp-fittertha.0"'It3"high by2-7/8"to3-1XO.D. pole amen •,Light Ab r5BOR6 ourdoor ore -mounted motion and photo-nold,, features a ANl radio W within the borosillrate refractor Teardrop, Bowl, Sag shaped Actual performae may dfffer as a manit of end-user • Proridefourunpuetydmigndstainlessmelspdngdip%andadinadeariaheirrylchlorideshe mmmuniwte Welenhy to rnught Air i ires car group response to motion, oNafenlml in glass optic or the tempered Fut glass retained by the asst mvimnmeaand applicaion. St—...liable dadjubodbyl/4-20 ha-hwdbcbtlmt—*mdethepismafuglasmh .Thesamek-20 responsemdaylightand mita-Ill aluminum door. Designedforiype 2,3,4&5 distribution, we All valuesare design orrypical values, measured under uP err 36• bolsalmsupponthe councivedband banding assembly. Romembeddeddig Air netwndinterfacemrindvidwl fnmrecalland dimming-NUAIR2. performance data table formnfigu r,l For zero upllgM yboramrymnfilia t25°C. TheinishshalL rpowerma[paiatoensurehnaaimumduoMl' mnalonanl ds optionstheflatglasoptiDR gledemadWshallowordmp Specifications subjecttochangewithotnode. t.7/g• 1,56• • Utilimapil dY ireshall be or(SAlis[ed. sort ued wi[hthehowlorwg gloss 1 t • Rlgama multi -stage pre-tredng and pending proms yleldsa finish thatachleves a some creepage _ 5 bleu nlnanamblwntom matured m40'C/IM ULor(SAr r fl. Wnga6(perA5TMD165/)afteraver5000M1oursmmorvretosaltfog comber(aperatodperASTM rota p p Control Optiols 8117) onstendem and RALfinkhoptane. LM ..one The coal options shall middle, but not limited to, the • Deng fights n,urM.n(DICI PremiumgMff"pmdudaMDLCgalMdprodnd Notalvnsba • RAL (MIam6D[R) painimlorsare5u er0umble(olrosion Renters, following: p athis p dmay be DIC Premlomgmlified arDIC qualified. PleasedeckwM the DLC WalgHd Rel dadjusrade output to adjust outpmtolumireire-AO \ {{ I ThmM lSpedfialims Pmduds taw,duesier iowerolOPL tomMnmwhidooimsaregmlified. Long life pMmmnml, 20yean- PM, P34 and P48 With The Nivnsby ULoettheinwetingstions entc Bull Hlk � IRE Concrete Pour • (enNedbyULor W forwalocalions this p ud is semhled in the USA and meet; the Buy Aderhold government procurement 3 and 7 pin deputies internally in housing (PR3, PRO) comm ,dad • AfacmrypmgmmmableelMmnicdmer WINO -lm dimming control leads requh menuunde AR,DFARSand DOTmgulml'ns. or mounted on the leveling fitter(I'M Fill zirs%I.n • LEDs shall hoses minimum of 70 Oil and available In 2700K, 3WOK, 40601( and Small �. • The electrical system shall he designed tor we ANSVIEEE (62.41.2 and shall offer a l%Y/5th surge PI rekrmwsvw bandsmen rew rte lou merman foraddltioml iaalm mm. On externally mounted options, the photocontrol or promoon,foiloff, a,senderdw{thanupgradable 2OkV/lOkAsmgeprotection, faildAVANIndiana my u shorting up are selected with thelevelingfider STYLE A STYLE C STYLE D fight, option rlimmedwamay. ' is the only wanamyprovided and no other statements; in this • Lumen "or an hetostomined pnorm mandentaing Byways(FPDMOpeions spe[ffia[ionsheer0aha annaayaamy Bad All other it imPliedrraFanoad • Theelectrial mmponentseremouad'n an aluminumplaced,this remonoll with minim dlsdaimed (ompkrewana IaoRdatwwreacu'mhNnds.mm/w000nM1vammvhnms- useofm'Is. Amrtdingfivemnductarplugmnnecs mire reapade inthe luminaire humin o and-tondNons canpletethewng. trctircoplaeelct.o•te:Adwlperfamncemayd rsadmooludend-uerenwmmmnit ndappliaton. ORDERING INFORMATION EXAMPLE PM60A 518 QNA wahro ,,,4CU,NyEr.Nalephane One LlNonlayhy, (onyers,W30612 Phone'. Ei6-NOIDPHANE www,h°1'phane,mm Idmpp'rdnf@amN�gaMs[om WD3u a202F2023Aru;ry Brands UghNrylnLNldgWmsercd Rm.05AFN3 BFrdfiml'nswblBtmtivgeatNwt.ts Pagel af7 MobphmnGVD3 PSDB LT MB[LA BA1801950fR PQL Must be Glass Optic This pm lud is ass, d in the USA and meets the Buy Amedce(n)Boom int procurement regaremenm under RS FAB, DFAand replandas r � axnneram D.y Hep. 8100083 I/ 6063 Aluminum All par AS FAr FMB 221 Atwdper er coat M2 Brand poA2604 (supertluable) Ufetime Wardirly, on Pole 5 Year Warranty on Paint Thkhdrender/np.NWdn erpineered tlmaJ D OBtaner. elan" icelb MS Eng:Bokon&M.k- cHr PARTNERS Date: W/ID/2023 Sean Dunham EMS Partners, Inc. Hap. Jefferson (Al Base en. dunhammem.artnersinc.com 3519 Commerce Blvd m:612 -2047W Where SearlaW,MN55110 STANDARD PEDESTRIAN LIGHT POLE AND LUMINAIRE - NOT USED SCALE: N.T.S. S`4OEYL11BTdlIC14 Holaphane I One Lithorne-Key,Cunyers, GA30012 I Phone:8EEHOLOPHANF. I vraw.holophan udn I techseppodmf@aruiryds bro.com ESU .2@2d023Amihj Brands Ughtingln,.Alldghbrewrved. Ray.DVIOM Spelficame,oblatmchanp deanalia. Pistil Hap. n1a0W3 6063 Aluminum Alloy per ASWB221 Dark 11— powder coat per AAMA 2604 (super durable) Wood, Warrantyon Me 5 Year Warranty on Paint Help.3eHer.n Damshell Base 2 STANDARD STREET LIGHT POLE AND LUMINAIRE SCALE: N.T.S. This in, e,derinp. NW an enprneeredal'owrnp. C Cuaamer. tlry W Manticelb Eng: —BMenk —Hoit DN� Dae: 05/10/2023 Sean Dunham EMS Partners, Inc aaan.tlunhammem....dinc.m m: 612-2014]59 35...dreer2Bhd 3Vhne Bear take, MN 01W imesryle n ad U .rate open bwt¢msare 1! v.ltanlµ sate CwllM1 rendmn,asuadHln tem Andlm'Aa.7l7 np{�Lnmwro rngrh Regs„ad°-PME„A L:PMaDsoA-chooze/mm x-STd, sauna st„�ot,Eeomme.,dad. 4 Alum,m+m trema mmpaT,hlewlm PM6DA. PM69Cand RM/AD. 5 Oen n[nm}ce..,pa1,41n nnu PMnAWA,f MnRiA(. xrW PM9FCOD. SPECIFICATIONS AND FEATURES mNSTpurnoN. Al,dware.s sap m'chnwd Rdm alvmmum Sake below grads cut from llLappmred P. V.C. All maehlnedlmm bass-.5Eke below gredemcfrom uLappmued PV e. Alt hardwared .tries steel STEMS' PN okras arae t01"and Nrdeded 112" NPS. FINISHES: Aluminum, Araunhk In 12.1— Tolc Pulynler ppwdv mel Ilnixhn. Cunlem pewdu ana4 4nghea s�Pabk Iconmet Wtary lar care �rHo•metianl &drs, Avauabk can 3 n Wdeld brans Nnalys Curmm fmOHna.'a l le Ico"tecta 1—y s¢r mon 1Mormano"I, FEAT ,tit; Style A' AGiwahla Alp a a iso..,, app,P.Imaraq 14 -span angle w mra,n {f 2V m,lyj. style t Mourawah lwontl2• cmdun adepSera in erdcap, flied stem - style o. Mown wM open mgle ora botapm I+av 9nIyI. Fixed stem. Lel UL UTlad..Vel Lxa[I"a. 0— / 3 ` ACCENT LIGHT SCALE: N.T.S. BUY AMERICAN ACTe This Prodmet i. —bled—h. US— meats me Nmy A,aeN.[.i grnemmem ps¢curemern requiamenD under FAR. ❑PARS and Dbrr pufano Pkeae,e(ar fu wwn..r.ar.r.,n,k,,,mn.. _ - •,.r.,, Tor aad'nrena{I,dormaaom WAgRAxTx51-year fie fed vra caplet reawymms loealed ac - ehnimx le'tmyrordarsahOe NOIE Acrd pertonnance may disrer assn+Holl dl •nd•vea amrcmmenl and appOcnLian 5peclhaetbne rvbLasr w change wr[Mus ostia.. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WA5 PREPARED c"tXLU SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WILLMAR, MINNESOTA 56201 0 b \ ­BH/R1/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.16 .c-1ggd� �+ Phone: (320) 231-3956 N�ont�cella CHECK Pao ld�C�l rub iezn �& M E N K Email:ww.loolton-mmar@bolton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Hoa 7 'i aleow11nB1s DETAILS Ill PM60A• - .. Ammin,n,.' Brier A11Autadak It,—OnI6 PMBRdOA' :.:... 53 59Ni 3°saa" I3. m.r. itis, ..I nit — 55 .. F"iMm = NAT Ire,u.•,I[n.. S 512. S2M 12.51.,, BFT N--7-1.0 PIX wdrl�a?an�Nl[Ir�iln- PAtaR60C FuedneLgan wltt ionalas 5tB fat s! SVIN 2a•5nam cFFS ChrunhSmr,oflr -�-IIIIIIIIIIIIj rodsW 80.— DNA Irn.,,nl N,nniman PM606' FuaM1Jgrwyid r,m,e" 530 3O•stem Saw 36. Stem Ng5 PAaSRldlaa0wR 91cdW, dmmm-61NImr.,,n, eta 3d-_.eam VET VA•aa TeAmw PMall Fae'foaigsd WH 'M•IE'••r,M loom -� CF ,Ww/a, Pella imesryle n ad U .rate open bwt¢msare 1! v.ltanlµ sate CwllM1 rendmn,asuadHln tem Andlm'Aa.7l7 np{�Lnmwro rngrh Regs„ad°-PME„A L:PMaDsoA-chooze/mm x-STd, sauna st„�ot,Eeomme.,dad. 4 Alum,m+m trema mmpaT,hlewlm PM6DA. PM69Cand RM/AD. 5 Oen n[nm}ce..,pa1,41n nnu PMnAWA,f MnRiA(. xrW PM9FCOD. SPECIFICATIONS AND FEATURES mNSTpurnoN. Al,dware.s sap m'chnwd Rdm alvmmum Sake below grads cut from llLappmred P. V.C. All maehlnedlmm bass-.5Eke below gredemcfrom uLappmued PV e. Alt hardwared .tries steel STEMS' PN okras arae t01"and Nrdeded 112" NPS. FINISHES: Aluminum, Araunhk In 12.1— Tolc Pulynler ppwdv mel Ilnixhn. Cunlem pewdu ana4 4nghea s�Pabk Iconmet Wtary lar care �rHo•metianl &drs, Avauabk can 3 n Wdeld brans Nnalys Curmm fmOHna.'a l le Ico"tecta 1—y s¢r mon 1Mormano"I, FEAT ,tit; Style A' AGiwahla Alp a a iso..,, app,P.Imaraq 14 -span angle w mra,n {f 2V m,lyj. style t Mourawah lwontl2• cmdun adepSera in erdcap, flied stem - style o. Mown wM open mgle ora botapm I+av 9nIyI. Fixed stem. Lel UL UTlad..Vel Lxa[I"a. 0— / 3 ` ACCENT LIGHT SCALE: N.T.S. BUY AMERICAN ACTe This Prodmet i. —bled—h. US— meats me Nmy A,aeN.[.i grnemmem ps¢curemern requiamenD under FAR. ❑PARS and Dbrr pufano Pkeae,e(ar fu wwn..r.ar.r.,n,k,,,mn.. _ - •,.r.,, Tor aad'nrena{I,dormaaom WAgRAxTx51-year fie fed vra caplet reawymms loealed ac - ehnimx le'tmyrordarsahOe NOIE Acrd pertonnance may disrer assn+Holl dl •nd•vea amrcmmenl and appOcnLian 5peclhaetbne rvbLasr w change wr[Mus ostia.. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WA5 PREPARED c"tXLU SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WILLMAR, MINNESOTA 56201 0 b \ ­BH/R1/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.16 .c-1ggd� �+ Phone: (320) 231-3956 N�ont�cella CHECK Pao ld�C�l rub iezn �& M E N K Email:ww.loolton-mmar@bolton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Hoa 7 'i aleow11nB1s DETAILS ell riga +vp wnnvut umEr uvea oury 42" HIrig e iop WIftut Base: Dl rest bury tacking Pedestal Lover Unrversel Cagier Pert Ngmeers with FinLyN Indkabbi1 vwder Coated stainless steel Block (B) 142 -C -HT -B Gray (G] 142 -C -HT -G Brame (8R2] 142 -C -HT- RZ Green (GN) 142 -C -HT GN D=M [BR) 142 -C -FIT -BR (RS) - RECEPTACLE STANCHION SS PEDOC SCALE: N.T.S. CABINET LC 20 SPACE LOAD CENTER CONDUIT SEE NO C Device Maunthng Plate MaLeYlal ledestai BWY linged Caver 14 gauge stainless steel 14 gauge 04Inlesa steel *dY Mounting Plate 14 gauge spinless steel Inirersal Cover 14 gauge stainless steel located Inside 4xkaged Mmensluls S" x W v 45' 'adcaged Wekaht 18 Lbs. CAB]( ETLCCI W/BASE /1 LCC' CABINET WBASE N SCALE: .T.S. 24.n 5.00 tees qy0 USTEo menu 42A 2.77 2.5 P1.=D0C nav1x v dt w .peppSpower Cam NOTES: I. THE NUMBER, SIZE AND TYPE OR CONDUIT SHALL BE AS INDICATED IN THE PLANS 2. AT A POINT AFTER THE CONDUTF HAS ENTERED THE ENCLOSURE IT SHALL BE PFRMISSABLE TO TRANSITION TO LIQUID TIGHT FLEXIBLE METAL CONDUIT. 3. PROVIDE 15 AMP I POLE BREAKERS IN THE (QUANTITY AS REQUIRED 1N THE PLANS OR DETAIL DRAWINGS. 4. SECURE THE ENCLOSRE TO THE BASE WITH STAINLESS STEEL W EDGE ANCHORS. 5. THE FIELD IDENTIFICATION REQLnREMENTS OF NEC ARTICLE 408.4[A) AND I B) SHALL. APPLY. 6, HARDWARE USED TO ATTACH EQUIPMENT TO THE ENCLOSURE SHALL HAVE MACHINE THREADS. SELF TAPPING SCREWS ARE NOT PERMITTED. 7, CONCRETE MIR SHALL BE 3652 R. FURNISH AND INSTALL TWO SPARE 314 tNCH CONDTJITS NOTES: 1. NO SCALE 2. PLATE MAYBE TWO PIECE AS SHOWN ORA SINGLE PLATE UTILIZING ALL FOUR ANCHOR BOLTS. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS INCLUDING A. SLOT WIDTH AND LENGTH B. BOLT SIZE C. ANCHOR BOLT CIRLE OF FOUNDATION ANCHOR BOLT D. ANCHOR BOLT CIRCLE OF SALVAGED LIGHT POLE E. RADIUS OF CENTER CIRCLE TO PROVIDE CLEARANCE FOR CONDUITS 4. FIELD VERIFY THE RELATIVE POSITIONS OF THE ANCHOR BOLT AND POLE ATTACHMENT BOLT. S. ADDITIONAL NUTS AND WASHERS ARE REQUIRED FOR LEVELING, CONDUIT CLEARANCE AND POLE ATTACHMENT. 6. ADAPTER PLATE SHALL BE CONSTRUCTED OF NO LESS THAN .75 INCH STEEL PLATE. 7. THE SLOT AS SHOWN MAY BE REPLACED WITH A DRILLED HOLE FOR EACH REQUIRED BOLT. THE HOLE SHALL BE SIZED FOR A CLEARANCE FIT. CONCRETE LIGHT SCALE: N.T.S. BOL PART A TOP SEE NOTE 7 PART B ATTACHMENT BOLT (TYP.) 4 REQUIRED ruv —R DULI IIY �.UNCRETE BASE (TYP) 4 REQUIRED I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDERN, Y RECTS PER I51 ANDTHATI ADULYLICENSE1 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F BOLTON LTO N WILLMAR, MINNESOTA 56201 b DRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT d,',^' .•. ; Phone: (320) 231-3956 N�ont�cella CHECKED Patri .y�lggds�+ y�1 10 I/�y� �e M E N K Email: Willmar@bolton-menk.com EDJH/JK ELECTRICAL DETAILS E1.17 uc.ND. ldtalC s 1 u oi/19/2023 j www.Bolton-menk.mm Ovx".No. alEDw11n61s DETAILS 6JD9 k_ Ground Stud located Inside of Pedestal 1111AILA SCALE I . 1 I•` .77 Grade Liver 24.n 5.00 tees qy0 USTEo menu 42A 2.77 2.5 P1.=D0C nav1x v dt w .peppSpower Cam NOTES: I. THE NUMBER, SIZE AND TYPE OR CONDUIT SHALL BE AS INDICATED IN THE PLANS 2. AT A POINT AFTER THE CONDUTF HAS ENTERED THE ENCLOSURE IT SHALL BE PFRMISSABLE TO TRANSITION TO LIQUID TIGHT FLEXIBLE METAL CONDUIT. 3. PROVIDE 15 AMP I POLE BREAKERS IN THE (QUANTITY AS REQUIRED 1N THE PLANS OR DETAIL DRAWINGS. 4. SECURE THE ENCLOSRE TO THE BASE WITH STAINLESS STEEL W EDGE ANCHORS. 5. THE FIELD IDENTIFICATION REQLnREMENTS OF NEC ARTICLE 408.4[A) AND I B) SHALL. APPLY. 6, HARDWARE USED TO ATTACH EQUIPMENT TO THE ENCLOSURE SHALL HAVE MACHINE THREADS. SELF TAPPING SCREWS ARE NOT PERMITTED. 7, CONCRETE MIR SHALL BE 3652 R. FURNISH AND INSTALL TWO SPARE 314 tNCH CONDTJITS NOTES: 1. NO SCALE 2. PLATE MAYBE TWO PIECE AS SHOWN ORA SINGLE PLATE UTILIZING ALL FOUR ANCHOR BOLTS. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS INCLUDING A. SLOT WIDTH AND LENGTH B. BOLT SIZE C. ANCHOR BOLT CIRLE OF FOUNDATION ANCHOR BOLT D. ANCHOR BOLT CIRCLE OF SALVAGED LIGHT POLE E. RADIUS OF CENTER CIRCLE TO PROVIDE CLEARANCE FOR CONDUITS 4. FIELD VERIFY THE RELATIVE POSITIONS OF THE ANCHOR BOLT AND POLE ATTACHMENT BOLT. S. ADDITIONAL NUTS AND WASHERS ARE REQUIRED FOR LEVELING, CONDUIT CLEARANCE AND POLE ATTACHMENT. 6. ADAPTER PLATE SHALL BE CONSTRUCTED OF NO LESS THAN .75 INCH STEEL PLATE. 7. THE SLOT AS SHOWN MAY BE REPLACED WITH A DRILLED HOLE FOR EACH REQUIRED BOLT. THE HOLE SHALL BE SIZED FOR A CLEARANCE FIT. CONCRETE LIGHT SCALE: N.T.S. BOL PART A TOP SEE NOTE 7 PART B ATTACHMENT BOLT (TYP.) 4 REQUIRED ruv —R DULI IIY �.UNCRETE BASE (TYP) 4 REQUIRED I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDERN, Y RECTS PER I51 ANDTHATI ADULYLICENSE1 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F BOLTON LTO N WILLMAR, MINNESOTA 56201 b DRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT d,',^' .•. ; Phone: (320) 231-3956 N�ont�cella CHECKED Patri .y�lggds�+ y�1 10 I/�y� �e M E N K Email: Willmar@bolton-menk.com EDJH/JK ELECTRICAL DETAILS E1.17 uc.ND. ldtalC s 1 u oi/19/2023 j www.Bolton-menk.mm Ovx".No. alEDw11n61s DETAILS �. sd� ryI anA Haarrrwsr �"n n r �y., saetaDL. Applications: Remdenual streets Parking lots High speed roadways AL �.Affilfia, Ilk, k, n Erfau0. Pmiaclad Araa IEPAI The EPA for the AT8M 10.3 sq. m., Appma, W1- 21 It, t3.5 too STANDARDS DesquLlghts Consodium' (DW Premiumalifi qued product. Hot all ,mi -of this produd may he OLC Premium qualified. Please deck the Di.10. died Naduds Lid at www AesWldtohts.oro/OPt leconfibmwhich versiopsarequalified. Color temperatures N <_ 3000N must he spenfied far lntemaeanal Dark -SNP Association wilBcatian. Rated for ATC to VC ambient LSA OrOhed to US.and Caaadlsn standards (rim eh A4511736,2,C136.10, 0136.14.1136.31, C136.15, C13627 BUY AME RICAN ACT— Productwlth the BAA oi is assembled 1, the USA and meets the Bay Ann,, a(nl Bovemment prounemedl requirements under FAR. iand 0171 egulatom. Please refer to wwv su tybmno, Lo 1YDIS-anter un for addifional Infarmeion. Autobahn Series ATBM TYPE 8 LUMINAIRE Roadway Features: OPTICAL same Light Perkmlance Ls comparable to 150W -SOW HPS White Light Correlated cdortemperature-4000K, 70 CRI minimum, 3ONK, 70 CBI minimum a optlai soauK 71 minlori IPb6 rated 6orasllicateglassop0nenwre longevity and minimhedirtdepredatkm. Un{que IP66 rated LED light engines provide 0%uplighl and reslticl haddlghl to within sidewaik depth, poinding optimal application coverage and wtlmal pole spas Available dutirbuuans are Type II, III, IV, & V rwderay dinribulims, Wal0i vlsual wmNd option Is al -0061 for ail distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours a1 VS 1-70. Ueetonie dllves'has an expeded life of 10000) horns da 25"C IThent Lower FRfgy: Saves an expected 40-61A over comparable H10lumlu ei. Robust5.rye Protection: Rachid singe protection Is 20k 1T0kA"Extreme Level"per ANSfC1362. An offal MOV pad p.,' ee 1dol/SkA"Enhanced Level. luminaire ships with a 0- 10v dimmable diVEr. Luminaire is DidI pus and Hep dimming capable via A9 option or cantos instahil on P7 photutonhol receptacle option. MECHANICAL Indudas standard ALL Ilne-Ifnendlyleatures such as tod-Ins entry, 3 steMH terminal bInrk and quirk dismnseds Cobble lead located Inside the elercrinI compartment for Bary leveling at installation. Pugged dIn-cast aluminum housing And door am palyesrer powder -mated kr durability and ,—ioR resistaare Rigorous five -stage pre -treating and painlmg process yields A finhh that achieves a scribe creepage rahmgof 8 I ASTM DI 654) aherover 5000 houn exposure to salt fog rkamber {operated per ASTM 111171. Mast arm mount hadjustable foarms from 1-114"to 2"f 1-518"to 2-318'9.0.1 diameter. The 7 -holland cptionai 4 bolt damping medmnison provide 3G vibration rating per ANSI C13631. 1heWRdlife shield Is east Into the housing (not a separate plem) CONTROLS NEMA 3 pin phatomntrd receptade is standard, with the Amity designed AHS! standard 7 pin receptacle optionally evadable. Premium wild state luckinoryle phemtvnfrol- PLSS 110 yearrated ph) Extreme long life solid state Iodng-slyle pwri cwtol - PW 120 year rated Iii Extreme long life solid stale laking -style p4cn co tmlwithondemandremoteonlnffooetral- PCCC p5 Mimed He). Optional onhaerd Adjustable Output module allows the ifghtomput and mpm wattage to he -dined to meet site specinc requiremei and also tan allow a single 5xodu to be Resibly applied In many different applkainns. Roadway Llghartg AIGM Note;Spesaiceounr as6rymsclwngu"A.,.— '1Y,8 odee, 1 TY E 8 STREET LIGHT HWY 25 SCALE: N.T.S. ATBM P:30 MVGLT Performance Packaaes Vpitaae ATBM AutOhehn IED Pill 8,7o0 lumens MVOLT Mulh-voh, Roadway P10 11,000 lumens 120-277V P70 12,Bo0 lumens 147 347V P30 15,509 unn-a 400 480V P40 17,4o0lumens Pyo 19,1o01umens PW 20,9001umens P70 21.5001umens Autobahn Series ATBM Roadway R2 46 Optics MpanOnq R2 Roadway Type 11 (Blar l 76a0Mmullting R3 RDaidv Type 111 4B 4 RDk Mounting R4 Roadway Type IV R5 Roadway Type Packmu- Surou Protection IBlenkl Standard Pack IBlenkl Standard 26kV/1019 SPD JP Joh Pack Mipolletl MP MOVPadk Miscellaneous Untmu s HSS Nousm Side Shield NL NEMA Label Indicating Wattage XL Not CSA Certified - No Terminal Block C— VR- Dual Optiis visual -i 9" Horimntal Arm for Round Pa., Painted to match Fii UMS-KII 9'• HDnznntal Arm for Squaro Pole, Painted to match Fii UMR-GALV 8-lioriaodtal Arm for Round Palo, Galvanized UMS-GALV 8" Horizontal Arm for SquarG Palo, Galvanized BAA Buy Americaln) Act Compliant A3a1-3/4'i15T Irusl Notes: I Dimmable drive included. 2 This option requires RFU 3 MVULTpdV Autobahn Series ATBM Roadway LIMP POLE ADAPTOR RECOMMENDED FOR USE WITH POLES OF 4" DIAMETER OR SMALLER IM' RLATE UMS POLE ADAPTOR 1OWALLTa. Autobahn Series ATBM Roadway P E R F O NL PT SHE PACKAGE options LLD ®25 C Color Temperature lCCTI Control Options Acca—ma IBlenkl 41 GCT, 70 CRI Mio, 111-1t) 3 Pin NEMA Ph DID aantrol ATBMKSS House Side Shield 771M 270111( CCT, 70 CRI Min. Receptacle ATBMLTS Light Trespass 3K 3000K CCT, 70 CRI Min. P7 7 Pin Phmnconiml Receptacle Shield SK 51 CCT,70 CRI Min_ Idlmmebie dnv ir-luded)' RKATBMMVDLTSPO AT8M Acuity Sno, ATBM with OuekOptix NR No Phomconvel Receptacle MVGLT PatOI AD Rma Adjustable Dutput RKATBMHVSPD ATBM Acuity SPD, IBlanRI Gray PCSS Solid -State Lighting Phetccpntml= 347140CV BK Black PCLL Solid -State Long life PhmocomW RKATBMMVDLTMP AT8M MOV Pack, BZ Bran2o PCCC Solid$mte Long Iiia Phamcogvpl MVGLT 668 Bark Brants wllh remateccntral nMotf' RKATBMHVMP ATBM MGV Pack, GI Graphite WH Whit. SH Shorting Cap 347141!i Packmu- Surou Protection IBlenkl Standard Pack IBlenkl Standard 26kV/1019 SPD JP Joh Pack Mipolletl MP MOVPadk Miscellaneous Untmu s HSS Nousm Side Shield NL NEMA Label Indicating Wattage XL Not CSA Certified - No Terminal Block C— VR- Dual Optiis visual -i 9" Horimntal Arm for Round Pa., Painted to match Fii UMS-KII 9'• HDnznntal Arm for Squaro Pole, Painted to match Fii UMR-GALV 8-lioriaodtal Arm for Round Palo, Galvanized UMS-GALV 8" Horizontal Arm for SquarG Palo, Galvanized BAA Buy Americaln) Act Compliant A3a1-3/4'i15T Irusl Notes: I Dimmable drive included. 2 This option requires RFU 3 MVULTpdV Autobahn Series ATBM Roadway LIMP POLE ADAPTOR RECOMMENDED FOR USE WITH POLES OF 4" DIAMETER OR SMALLER IM' RLATE UMS POLE ADAPTOR 1OWALLTa. Autobahn Series ATBM Roadway P E R F O R M A N C E P A C K A G E PACKAGE 7K 13000K CCT 70 CRI) 4K15K i4000KIfr000K Cl 70 CR11 LLD ®25 C Pedprntance Package Distribution Input Watts Lumsns LPW B U G Lumens LPW B U G ®®O0 25k l5k 100. Hours Hours Hmurs ATBM with OuekOptix Oistrihutfon Input Watts 3111 4000K15M Lumens LPW G G G Lumens LPW G U G LGG Ilk Hours ®25°C 75k Hf0oks Hours our � � 111111h�111111�1111©O11®�111111BI)•111©111111© 11111111iRE�11111�1111©0111�11111�111111®111©01110 1111111B�111111�1111©111E1111Q11111�111111®©0111© ' 0 Nese:ndiwdd'al fh oro pPrlprmd—may vary. Sto-fis anotia$slij Cl Ia ama4a¢Me- -ud. Autobahn Series ATBM Roadway PERFORMANCE PACKAGE ATBM with OuekOptix Oistrihutfon Input Watts 3111 4000K15M Lumens LPW G G G Lumens LPW G U G LGG Ilk Hours ®25°C 75k Hf0oks Hours our OEM MEN mom I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WA5 PREPARED SHEET 9Y OR UNDER Y RECis PER 151 ANDTHATI ADULYLICENSEO 2040 HIGHWAY Ira EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s EC T ST ESOTA. CIT Y ❑ F p� y qry qpp X O LTO N WILLMAR, MINNESOTA 56201 e E 1.10 ary,y�(�m age A�p�ryiw \ ooBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ,T_ M1: •,-lg1;q.�d1�l�+J L v �7G I V 1 Phone: (320) 231-3956 ontl�ella CH—ED o ld�C�3 rub laza �& M E N K Email:willmalton-menk.com Willmar@bolton-menk.com ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com aoa 7 'i EDw11nB1s DETAILS LITHONIA LIGHT DSXO-LED-PI-4C (38 WATTS LED) OR APPROVED E PLAN VIEW -ON DU IT AND CABLE >ER PLAN. GROUND ROD CENTERED 2 PARKING LOT LIGHT FOUNDATION Jill, II II II II II II q EQUIPMENT PAD DETAIL NJ %" CHAMFER SCALE: N.T.S. ANCHOR BOLTS PER POLE II II II II II II II II q o MANUFACTURER, ALL ANCHOR ii ii ili 6INCHES. X O LTO N BOLTS TO BE COMPLETE WITH tD DEIGNED EH/BJ ili (4) TIES @ 12" ALL SIDES LEVELING NUTS. g VtJ �! L V �7p I V I ' II ON CENTER , N�Ont�WRO NOTES: 1. CONCRETE MIX SHALL BE 3G52C DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.19 ELECTRICAL DETAILS ' W & M E N K Email:ww.bolton-meniccom com www.bolton-menk.mm 2 SHALLRBEFOU RNSIHOF ED,EACH SIZE ANDTYPE SERVICE CABINET EQUIPMENT PAD �I FINISHED 24'E Patri �1ggd��+ '"`°d' ru I II ±L / 9/zoz3 .1. NO i On 3. FURNISH AND INSTALL AGROUND RODIN THE EQIPMENT GRADE u II u 3" MINIMUM CLEAR COVER PAD. FURNISH AND INSTALL AGROUND ROD NO LESS THAN 6 FEET FROM EQUIPMENT PAD. THE GROUNDING ELECTRODE CONDUCTOR BETWEEN THE TWO GROUND RODS SHALL BE �L— r— =-4 L=J� 1==T , IN3/4" PVC CONDUIT. GROUND RODS SHALL BE 5/8"X10' 4. ANCHOR BOLTS SIZE AND BOLT PATTERN SHALL BE PER THE C L 11 8 6 INCHES II II II II II EBAR SHALL EXTEND TO MANUFACTURERS REQUIREMENTS. S. AN BOLTS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. II II I II II II II II II (8) #6 VERTICAL BARS jl II II WITHIN 3" OF THE TOP OF 6.ALLCONDUITS SHALL ENTER THE SERVICE CABINET ENCLOSURE THROUGH THE BOTTOM OF THE CABINET. CONDUIT SHALL NOT THE FOUNDATION ENTER THE CABINET THROUGH ANY SIDE. 7. CONCRETE SHALL BE BROOMED FINISHED, FLAT AND LEVEL. _ B. ALL CONDUITS SHALL BE SEALED WITH DUCT SEAL AFTER ALL CONDUCTORS HAVE BEEN INSTALLED. SERVICE CABINET ENCLOSURE II �I VIII II IIONDUIT AND CABLE PER B. NO SCALE III II I II PLAN. N II IIII II 36'1 FOUNDATION 7- 3611 _ 3" SIDE VIEW %" X 15' COPPER CLAD STEEL GROUND ROD. IS 1 PARKING LOT LIGHTING UNIT 2 PARKING LOT LIGHT FOUNDATION Jill, II II II II II II q EQUIPMENT PAD DETAIL SCALE: N.T.S. 2u SCALE: N.T.S. II II II II II II II II q 33 o ii ii ili 6INCHES. X O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 tD DEIGNED EH/BJ ili (4) TIES @ 12" ALL SIDES DRBH/BJ/EH/PA g VtJ �! L V �7p I V I ' II ON CENTER , N�Ont�WRO Dill 1H/1K DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.19 ELECTRICAL DETAILS ' W & M E N K Email:ww.bolton-meniccom com www.bolton-menk.mm Patri �1ggd��+ '"`°d' ru I II ±L / 9/zoz3 .1. NO i On u II u 3" MINIMUM CLEAR COVER II II II 6 INCHES II II I II II II II II II (8) #6 VERTICAL BARS EQUALLY SPACED GRADE 3" SIDE VIEW %" X 15' COPPER CLAD STEEL GROUND ROD. IS 1 PARKING LOT LIGHTING UNIT 2 PARKING LOT LIGHT FOUNDATION EQUIPMENT PAD DETAIL SCALE: N.T.S. 2u SCALE: N.T.S. 1 SCALE: N.T.S. 33 `- I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAs PREPARED BY OR UNDER Y RECTS PER I51 AND THATI ADULY LICENSED s Ec T sT EsoTA. bjy b A�°p�y� X O LTO N 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201 C I T S' ❑ F DEIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRBH/BJ/EH/PA g VtJ �! L V �7p I V I ' Phone: 320 231-3956 , N�Ont�WRO Dill 1H/1K DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E1.19 ELECTRICAL DETAILS ' W & M E N K Email:ww.bolton-meniccom com www.bolton-menk.mm Patri �1ggd��+ '"`°d' ru ±L / 9/zoz3 .1. NO i On CLIENT DETAILS w TURNBUCKLE CABLE CONNECTION M� NOTES: 1. STRUCTURAL DESIGN OF POLE IS THE RESPONSIBILITY OF THE POLE MANUFACTURER TO WITHSTAND POLE LOADS AND SUSPENSION CABLE 1.1. SUSPENSION CABLE SAG OF 36" MAXIMUM 1.2. SYSTEM IS SIZED TO ONLY SUPPORT ITEMS SPECIFIED ON POLE ASSEMBLY AND FESTOON LIGHTING. NO ADDITIONAL ITEMS TO BE ATTACHED TO POLE OR SUSPENSION CABLE. 2. STRUCTURAL DESIGN OF POLE FOOTING SHALL FOLLOW STRUCTURAL ENGINEER SPECIFICATIONS AND DETAILS. 3. MOUNTING AIRCRAFT CABLE TO BE ML2000-AC-1/8" FROM CALI LIGHTING OR APPROVED EQUAL AS REQUIRED FOR STRUCTURAL INTEGRITY OF SYSTEM. CONTRACTOR TO COORDINATE LOAD REQUIREMENTS WITH POLE MFG DURING FINAL SHOP DRAWING REVIEW. 4. CONTRACTOR TO USE CABLE CRIMPING PER CABLE MANUFACTURER WITH WIRE ROPE THIMBLES AND STAINLESS STEEL CABLE FERRULES TO CREATE LOOPED ENDS OR APPROVED EQUAL. CONTRACTOR RESPONSIBLE TO ENSURE STRUCTURAL INTEGRITY OF CABLE CONNECTIONS. 5. TURNBUCKLES TO BE JAW/JAW TURNBUCKLE - 316 STAINLESS STEEL. SIZED FOR WORKING LOAD LIMITS OF CABLE SYSTEM OR APPROVED EQUAL. NO OPEN CONNECTIONS OR HOOKS WILL BE ACCEPTABLE. 6. POLE EYELET TO BE OVERSIZED TO FIT TWO TURNBUCKLE JAWS AND GROUNDING CONNECTION FOR FESTOON LIGHT. ALL POLES TO ASSUME TWO CABLE TURNBUCKLES TO BE ATTACHED AS LAID OUT PER PLANS. CONTRACTOR SHALL PROVIDE CONNECTION MOCKUP OF TURNBUCKLES AND POLE EYELET TO ENSURE FIT AND FUNCTION. ALTERNATIVE METHODS CAN BE PROPOSED DURING SHOP DRAWING PROCESS. 7. LIGHT UNIT TO BE CALI ML2000 WITH POWER PLUG FOR OUTDOOR WET LOCATION OR APPROVED EQUAL. INSTALLATION PER MFG INSTALLATION INSTRUCTIONS TO AIRCRAFT CABLE. 8. PROVIDE GROUND CONNECTION FOR STRAIN RELIEF CABLE ON FESTOON LIGHT AS REQUIRED BY MANUFACTURER AND SHALL BE CONSIDERED INCIDENTAL TO LIGHT UNIT TYPE. C 9. INSTALLATION OF SUSPENSION CABLE AND FESTOON LIGHT TO FOLLOW ZIG-ZAG RUN PATTERN, EACH INDIVIDUAL CABLE TO SPAN BETWEEN TWO POLES ONLY. CONTRACTOR TO FOLLOW MFG RECOMMENDATION FOR MINIMUM BEND RADIUS AND CABLE LOCKING TO PREVENT DAMAGE TO STRING LIGHT SYSTEM. 10. MEASUREMENT FOR PAYMENT SHALL BE FROM POLE CONNECTION POINT TO POLE CONNECTION POINT, ALL HARDWARE, LOOPS, TIE BACKS, TURNBUCKLES, AND OTHER HARDWARE REQUIRED TO COMPLETE CABLE INSTALLATION SHALL BE CONSIDERED INCIDENTAL TO CABLE UNIT PRICE. CABLE LENGTH VARIES BETWEEN POLES DESIGNED CABLE SAG 5% MINIMUM CLEARANCE 18'-0" OVERSIZED CABLE MOUNT TO BE LARGE ENOUGH TO RECEIVE TWO (2) TURNBUCKLES AND GROUNDING MOUNT FOR FESTOON LIGHT v LIGHT UNIT, FESTOON LIGHT J 1. REFER TO ELECTRICAL SHEETS AND SPECIFICATIONS FOR PRODUCT MODEL NUMBERS 2. FINAL HEIGHT AND ORIENTATION FOR ALL POLE ACCESSORIES TO BE DEFINED DURING CATERNARY LIGHTING SYSTEM - TYPICAL SECTION ATTACHMENT TO SUSPENSION CABLE SCALE: N.T.S. 3. REFER TO MFG AND ELECTRICAL PLANS/SPECS FOR ANCHOR BOLTS AND FOOTING DESIGN 4. PER MFG INSTALLATION GUIDELINES INCIDENTAL TO UNIT PRICE. STAINLESS STEEL TURNBUCKLE LIGHT UNIT- FESTOON LIGHT AT END OF ALL CABLE RUNS SUSPENSION CABLE PER FESTOON LIGHT MFG o CONCRETE FOUN z 0 0 NOTES: 1. REFER TO ELECTRICAL SHEETS AND SPECIFICATIONS FOR PRODUCT MODEL NUMBERS 2. FINAL HEIGHT AND ORIENTATION FOR ALL POLE ACCESSORIES TO BE DEFINED DURING CATERNARY LIGHTING SYSTEM - TYPICAL SECTION SHOP DRAWING PROCESS PRIOR TO PRODUCTION. SCALE: N.T.S. 3. REFER TO MFG AND ELECTRICAL PLANS/SPECS FOR ANCHOR BOLTS AND FOOTING DESIGN 4. LIGHTING UNITS SHALL INCLUDE ALL ASSEMBLY ITEMS IDENTIFIED AND SHALL BE INCIDENTAL TO UNIT PRICE. I HEREBY CERTIFY THAT THIS PIAN, 1PECIFIW101, OR REPORT WAS PREPARED BPY To _ R ETR A 1 �2040HIGHWAY12EST ,n J MONTICELLO, MINNESOTA SP 8 605-59 (TH 25) SHEET UNDWILLMR, MINNESOTA 5620oRb A 1 DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT OLTON BH/BJ/EH/PA Phone: (320) 231-3956 CHK E1.2 0 Email: 1H/JK ELECTRICAL DETAILS MENK .bolton-menkcom aIEMPRolNo ion/ otilla adqsrub w7761S DETAILS ANCHOR ROD (TYP.) GROUND ROD NO. 4 BAR (TYP.) ANCHOR ROD (TYP.) GROUND ROD NO. 4 BAR (TYP.) TO AVOID INTERFERENCE 90• TO AVOID INTERFERENCE BOLT CIRCLE PER WITH LIGHT POLE BASE, / _ BOLT CIRCLE PER TH LIGHT POLE BASE, MANUFACTURER'S PLACE ALL CONDUIT AND BOLT CIRCLE PER MANUFACTURER'S PL CE ALL CONDUIT AND REQUIREMENTS GROUND ROD INSIDE AN 8" MANUFACTURER'S REQUIREMENTS GR UND ROD INSIDE AN 8" '_ '/i DIA. CIRCLE. 901 1 REQUIREMENTS ���� ��i DIA. CIRCLE. 6"-8" STUB OUT \ WITH END BELL \ PLAN GROUND ROD MIN. PROJECTION OF 2", MAX. PROJECTION OF 3" 2" NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS I I 0 N I I 5/8" DIA. x 15' LONG (COPPER COATED) GROUND ROD 2" DIA. RIGID P.V.C. CONDUIT WITH 90A ELBOW. ONE CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ONE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). BOTTOM NUT FLUSH WITH CONCRETE FOUNDATION 2" ABOVE FINISH GRADE PAVEMENT, TYPICAL RAD I II I I II I II SEE ANCHOR II ROD DETAIL I II I II I II I II I II I II I II I II I II I II I II 2 - NO. 4 BARS II 6' 0" LONG TOTAL = 4 BARS II II II II II II II II II II II II 2' 0" DIA. ELEVATION LIGHT FOUNDATION DESIGN E MODIFIED (LIGHT TYPES 1, 2 AND SCALE: N.T.S. ►1•11r*0 ( MAST ARM 90° ANCHOR RODS 0 PLACED PER MANUFACTURER'S REQUIREMENTS ANCHOR ROD PLACEMENT 2 FLAT WASHERS LE 3 HEAVY HEX NUTS - PER ROD® oo 3 1" DIA. Li 2-1/2" MAX. R. 1/2" ANCHOR ROD DETAIL 4 REQUIRED Q2 CONCRETE SHALL BE MIX NO. 3G52. FOR ALL FOUNDATIONS ON EAST SIDE OF ROAD IN 3' WIDE CONCRETE WALK -SPECIAL BOULEVARD AREA CONCRETE TO BE INTEGRAL COLOR TO MATCH CONCRETE WALK -SPECIAL. FOUNDATIONS MAY BE CONSTRUCTED IN AUGERED HOLES UNLESS THE NATURAL SOILS WILL NOT STAND OPEN, IN WHICH CASE FORMING WILL BE REQUIRED. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. RIGID P.V.C. CONDUIT PER SPEC. 3803 WITH END BELLS SHALL BE PROJECTED A MINIMUM 1/4" TO MAXIMUM 1" ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. A RIGID TEMPLATE SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. ANTI -SEIZE COMPOUND THAT MEETS MIL -PRF -907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. ALL BACKFILLING AND EXCAVATION AROUND FOUNDATION MUST BE IN ACCORDANCE WITH 2451 AND 2545.3. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 2451. LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE STANDARD PLATE 8129. 1� THE DEPTH OF THE FOUNDATION MAY VARY IN THE PLANS OR SPECIAL PROVISIONS. ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 3385, TYPE A, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP 1 FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 3392. �3 WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH 3 LAYERS OF VINYL ELECTRICAL TAPE 2" BELOW THE BOTTOM NUTS. ® USE 1 HOLDDOWN WASHER AND 2 HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. 6"-8" STUB Ol WITH END BELL GROUND ROD MIN. PROJECTION OF 2". MAX. PROJECTION OF 3 2" NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS i o I I II "r II C, r 5/8" DIA. x 15' LONG (COPPER COATED) GROUND ROD PLAN 2" DIA. RIGID P.V.C. CONDUIT WITH ^ELBOW. ONE CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ONE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). ===:R II u I II II II II II I II II II II 2'-6" DIA. ELEVATION i" BOL CIRCLE PER 90.I I MAN FACTURER'S REQU REMENTS 90° ( ST ARM 90° / ANCHOR ODS PLACE ER MANUFACTURER'S 2 LIGHT FOUNDATION DESIGN SPECIAL 1 LIGHTTYPES 3 4 AND 5 SCALE: N.T.S. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'""' SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec I T sr EsorA. CITY ❑ F ' f X30 LTO N WILLMAR, MINNESOTA 56201 Ob L °`" � oRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.21 d,',^' .c ; Phone: (320) 231-3956 N�ant�cella CHECKED Pao ld�C�l rub iczn �& M E N K Email: .Ibolton- ton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowun6ls DETAILS ANCHOR ROD PLACEMENT 2 FLAT WASHERS U) w 3 HEAVY HEX NUTS PER ROD® 00Do F3 1" DIA. BOTTOM NUT FLUSH WITH CONCRETE 1/2" RAD 2-1 /2" MAX. R. 5 1/2 L_ FINISH GRADE PAVEMENT ANCHOR ROD DETAIL NOTES: 4 REQUIRED �2 CONCRETE SHALL BE MIX NO. 3G52. FOR ALL FOUNDATIONS ON EAST SIDE OF ROAD IN 3' WIDE CONCRETE WALK -SPECIAL BOULEVARD AREA CONCRETE TO BE INTEGRAL COLOR TO MATCH CONCRETE WALK -SPECIAL. FOUNDATIONS MAY BE CONSTRUCTED IN AUGERED HOLES UNLESS THE NATURAL SOILS WILL NOT STAND OPEN, IN WHICH CASE FORMING WILL BE REQUIRED. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. RIGID P.V.C. CONDUIT PER SPEC. 3803 WITH END BELLS SHALL BE PROJECTED A MINIMUM 1/4" TO MAXIMUM 1" SEE ANCHOR ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND ROD DETAIL SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. A RIGID TEMPLATE SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. ANTI -SEIZE COMPOUND THAT MEETS MIL -PRF -907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. 8 - NO. 6 VERT BARS, NO. 4 TIES O 12" O.C. ALL BACKFILLING AND EXCAVATION AROUND FOUNDATION 3" TYP COVER MUST BE IN ACCORDANCE WITH 2451 AND 2545.3. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 2451. LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE STANDARD PLATE 8129. I@ THE PLANS eR SPEeIA1 ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 3385, TYPE A, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP 1 FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 3392. Q WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH 3 LAYERS OF VINYL ELECTRICAL TAPE 2" BELOW THE BOTTOM NUTS. ® USE 1 HOLDDOWN WASHER AND 2 HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. 2 LIGHT FOUNDATION DESIGN SPECIAL 1 LIGHTTYPES 3 4 AND 5 SCALE: N.T.S. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'""' SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec I T sr EsorA. CITY ❑ F ' f X30 LTO N WILLMAR, MINNESOTA 56201 Ob L °`" � oRBH/BJ/EH/PA DOWNTOWN ROADWAY &PEDESTRIAN IMPROVEMENT PROJECT E 1.21 d,',^' .c ; Phone: (320) 231-3956 N�ant�cella CHECKED Pao ld�C�l rub iczn �& M E N K Email: .Ibolton- ton-menk.com CLIENT ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowun6ls DETAILS 60" LEFT SIDE VIEW 0 MILBANK METER SOCKET U4601 -XL -5T9 4 14" FRONT VIEW 30" SERVICE CABINET A RIGHT SIDE VIEW WINDOW FOR PHOTOCELL SST -PV -IES WITH 30-60 SSECOND DELAY LIFT OFF HINGES DIE CAST POWDER COATED BLACK INTERIOR COMPONENTS 4._ 30" 0 BOX CONSTRUCTION: 24" ► _ 0_. -NE MA3 R -1/8" ALUMINUM 5052-H32 -ANODIZED DURANODICS 313 BROWN -NEOPRENE GASKET ON DOORS 1a" BASE LAYOUT121E -STAINLESS STEEL HARDWARE (UNLESS NOT TO SCALE OTHERWISE NOTED) -ETL LISTED IN ACCORDANCE Wt UL508A 1" TYP. 2" 3" TYP. PHOTOCELL TERM I NAL BLOCK — (1) HAND OFF AUTO TEST SWITCH MOUNTED ON HINGED DEAD FRONT ON 30 SPACE MAIN BREAKER LOAD CENTER 150AMP SERVICE DISCONNECT CIRCUIT BREAKER 1- 1 POLE 15 AMP CIRCUIT BREAKER 1-2 POLE 36 AMP (TVSS) 1-2 POLE 40 AMP CIRCUIT BREAKER (CABINET LCC1) 3-2 POLE 40 AMP CIRCUIT BREAKERS (STREET LIGHTING) 2- 1 POLE 20 AMP CIRCUIT BREAKERS (RRFB) 1- 1 POLE 30 AMP CIRCUIT BREAKER (CATENARY LIGHTING) 1-2 POLE 2D CIRCUIT BREAKER (UNITS 36-AML&46-AML) 1-1 POLE 2D AMP CIRCUIT BREAKER (SPARE) 2-2 POLE 3D AMP CIRCUIT BREAKERS (SPARE) 2-4 POLE 4D AMP CONTACTORS (STREET LIGHTING) 1-2 POLE 40 AMP CONTACTOR (CABINET LCC1) 1-2 POLE 30 AMP CONTACTOR (CATENARY LIGHTING) ALL CONTACTORS TO OPERATE BY PHOTOCELL CONTROL THE CIRCUIT TO 36 -AML & 46 -AML IS NOT PHOTOCELL CONTROLLED DBE, SBE, TGB & WEE PHONE: 651-452-7335 ftyginy Wisconsin DBE CERTIFIED FAX: 651-452-7336 ecitr� �eS 7350 COURTHOUSE BLVD. Www.powolnyspecialties.com INVER GROVE HGTS., MN 55D77 SCALE: N-T.S. I APPROVED BY: I DRAWN BY: MMP DATE: EN21 REVISED DATE: 5131/2023 CUSTOMER: CITY OF MONTICELLO PROJECT: DOWNTOWN ROADWAY AND PED DRAWING NUMBER THIS DRAWING IS THE PROPERTY OF POVOLNY SPECIALTIES, INC. PERMISSION TO USE GRANTED ONLY TO THE CONTRACTOR. AND PROJECT NOTED ABOVE. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'"`� SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T ST EsoTA. CITY ❑ F BOLTON WILLMAR, MINNESOTA 56201 oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella CHECP E1.22 Pao ld�C�l rub iczn �& M E N K Email: .bol@bolton-menk.com NTPJH/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowunBls DETAILS 120/240V, 1 PHASE, 3 WIRE. AIC SERIES RATED T SURGE22K / PRO Fe_ R 01 ooa ■ 000 L r) -.r•■ I,v • �r• ■J POO I , I' ■ &_•r-.� LIGHTING p°lm°T17401 GFCI CONVENIENCEI RECEPTACLE Lfl INTERIOR COMPONENTS o e MOUNTED ON BACK PANEL L°I BEHIND HINGED DEAD !W FRONT z 4._ 30" 0 BOX CONSTRUCTION: 24" ► _ 0_. -NE MA3 R -1/8" ALUMINUM 5052-H32 -ANODIZED DURANODICS 313 BROWN -NEOPRENE GASKET ON DOORS 1a" BASE LAYOUT121E -STAINLESS STEEL HARDWARE (UNLESS NOT TO SCALE OTHERWISE NOTED) -ETL LISTED IN ACCORDANCE Wt UL508A 1" TYP. 2" 3" TYP. PHOTOCELL TERM I NAL BLOCK — (1) HAND OFF AUTO TEST SWITCH MOUNTED ON HINGED DEAD FRONT ON 30 SPACE MAIN BREAKER LOAD CENTER 150AMP SERVICE DISCONNECT CIRCUIT BREAKER 1- 1 POLE 15 AMP CIRCUIT BREAKER 1-2 POLE 36 AMP (TVSS) 1-2 POLE 40 AMP CIRCUIT BREAKER (CABINET LCC1) 3-2 POLE 40 AMP CIRCUIT BREAKERS (STREET LIGHTING) 2- 1 POLE 20 AMP CIRCUIT BREAKERS (RRFB) 1- 1 POLE 30 AMP CIRCUIT BREAKER (CATENARY LIGHTING) 1-2 POLE 2D CIRCUIT BREAKER (UNITS 36-AML&46-AML) 1-1 POLE 2D AMP CIRCUIT BREAKER (SPARE) 2-2 POLE 3D AMP CIRCUIT BREAKERS (SPARE) 2-4 POLE 4D AMP CONTACTORS (STREET LIGHTING) 1-2 POLE 40 AMP CONTACTOR (CABINET LCC1) 1-2 POLE 30 AMP CONTACTOR (CATENARY LIGHTING) ALL CONTACTORS TO OPERATE BY PHOTOCELL CONTROL THE CIRCUIT TO 36 -AML & 46 -AML IS NOT PHOTOCELL CONTROLLED DBE, SBE, TGB & WEE PHONE: 651-452-7335 ftyginy Wisconsin DBE CERTIFIED FAX: 651-452-7336 ecitr� �eS 7350 COURTHOUSE BLVD. Www.powolnyspecialties.com INVER GROVE HGTS., MN 55D77 SCALE: N-T.S. I APPROVED BY: I DRAWN BY: MMP DATE: EN21 REVISED DATE: 5131/2023 CUSTOMER: CITY OF MONTICELLO PROJECT: DOWNTOWN ROADWAY AND PED DRAWING NUMBER THIS DRAWING IS THE PROPERTY OF POVOLNY SPECIALTIES, INC. PERMISSION TO USE GRANTED ONLY TO THE CONTRACTOR. AND PROJECT NOTED ABOVE. I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'"`� SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T ST EsoTA. CITY ❑ F BOLTON WILLMAR, MINNESOTA 56201 oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella CHECP E1.22 Pao ld�C�l rub iczn �& M E N K Email: .bol@bolton-menk.com NTPJH/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowunBls DETAILS Panel Schedule General InfvrnlatiarL Breaker Details Phase Type Voltage Type YI}e Panel ID ISERVICE CABINEIFA (i Main Breaker 15o Amps (+ Single Phase {: 1201240 (- 120/208 Panel Location ALNUT/B#tOADWAY (� Main Lugs Only (� Three Phase 2771480 Fed FTore CEL (- Fed-thru Lugs 6rkr Pole Wire Pipe VA (AWG) Size Voltage Desorlptian Ckt Cid Description Voltage VA Pipe Size Wireslz2 Pale $rkr (AWG) 40 3 7201240 NORTH 901 BROADWAY LIGHTING 1 2 CONTWL 120/24P 6,0r)O � �sstl - I = 40 2 1201240 NORTH SIDE BROADWAY LIGHTING 3 4 SURGE PRDTECTOR- 120/24r) 2 30 1 10 46 2 7201240 SOUTH 51 DE BROADWAY LIGHTING s 6 SU415L PROTECTOR -!M/240 40 2 120/24u 5M)IHSIDE BROADWAY t.GHTING 7 g WALNUTSTREErRRFB 110/240 40 3 120/240 CABINETLCCI 4 ib LCCUST5TREETRR1`6 120/240 1 26 40 2 7241240 CABINET LCCI 31 12 WALNUT ST. 5TRF-fTLISAT5 126/240 1 40 2 40 20 M 1 9201240 CATE NARY LIGHT RECF-PTACLES 13 14 WALHl1TST. STR£FTLIGHTS, 1201 240 S11 2 120/240 SPARE 1 S 16 UNITS 36 -AML & 46 -AMI- 120 / 240 30 2 120/ 240 SPARE 17 is UNITS 36 -AML 4 44•AML 126 / 244) Z 26 M 2 174 r 240 SPARE 19 20 1201 240 34 2 1201240 5PARE 21 22 120/246 120)240 23 24 126/241) 1201240 25 25 120 / 240 170 i.240 27 26 1201 240 7201240 29 la 120 / 246 3201240 31 32 1210/241) 1201240 3 3 94 120/240 120..240 35 36 1201240 1201240 !17 3.g 120/240 120) 240 39 40 1210/241) 1201240 41 42 120/240 Notes U All Elecvr. al Works Sliall 6e Done In Accordance With The Approved.Dt�wingObe National Elect-ical.Code App Current Lo"I Eie;tricity Lr)ws And Regulations, Qu_" tions Or E0miT im is at twt this fyrO Cw tw charlea_brsiwnftoQ. ky Fruit Form I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040 HIGHWAY I2 EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WIL hone MINNESOTA 56201 bb I� oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella cHECP E1.23 Pao ld�C�l rub iezn �& M E N K Email: .Ibarton-'en-menk.com CLI— ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowunals DETAILS 60" LEFT SIDE VIEW 0 MILBANK METER SOCKET U4801 -XL -5T9 4 14" b. FRONT VIEW STAINLESS STEEL HANDLE W13 POINT LATCH & PADLOCKING PROVISIONS ❑ 30„ ■ 24" AL Q 14" BASE LAYOUT NOT TO SCALE 1 R TYP- 2„ 3" TYP- SERVICE CABINET B RIGHT SIDE VIEW WINDOW FOR PHOTOCELL SST -PV -IES WITH 30-60 SSECOND DELAY LIFT OFF HINGES DIE CAST POWDER COATED BLACK INTERIOR COMPONENTS 122K 2 AAIC SERIES RATED f I�TERMINAPHOTOCELL Si1RGE LIGHTING °o°o.6 BLOCK (1) HAND OFF AUTO TEST SWITCH MOUNTED ON HINGED DEAD FRONT GFCI CONVENIENCE= 7I1� RECEPTACLE �I LFIII INTERIOR COMPONENTS T- J MOUNTED ON BACK PANEL jIg '0111 BEHIND HINGED DEAD a - FRONT z 30 SPACE MAIN BREAKER LOAD CENTER 20DAMP SERVICE DISCONNECT CIRCUIT BREAKER 1. 1 POLE 15 AMP CIRCUIT BREAKER(CONTROL) 1-2 POLE 30 AMP CIRCUIT BREAKER (TVSS) 2-2 POLE 30 AMP CIRCUIT BREAKERS (STREET LIGHTING) 2-2 POLE 70 AMP CIRCUIT BREAKERS (FR RECPS) 2.1 POLE 20 AMP CIRCUIT BREAKER (IRRIGATION CONTROLLER) 1-1 POLE 20 AMP CIRCUIT BREAKER (UNIT 22 -BML) 1.1 POLE 20 AMP CIRCUIT BREAKER (SPARE) 1-2 POLE 30 AMP CIRCUIT BREAKERS (SPARE) 1-4 POLE 30 AMP CONTACTORS (STREET LIGHTING) ALL CONTACTORS TO OPERATE BY PHOTOCELL CONTROL THE CIRCUIT TO UNIT 22 -BML IS NOT PHOTOCELL CONTROLLED BOX CONSTRUCTION: -NEMA3R 118E, SBE, TGB & WBE PHONE: 651-452-7335 Wisconsin DBE CERTIFIED FARC: 651-452-7336 -118" ALUMINUM 5052-H32www.povOInyspecialties.cvm -ANODIZED DURANODICS 313 BROWN Sp—ei ialfieS 7350 COURTHOUSE BLVD. -NEOPRENE GASKET ON DOORS INVER GROVE HGTS., MN 55077 -STAINLESS STEEL HARDWARE UNLESS SCALE: N-T•S- APPROVED BY: DRAWN BY: MMP 12` DATE: 6128/21 I REVISED DATE: 5131/2423 OTHERWISE NOTED) CUSTOMER: -ETL LISTED IN ACCORDANCE WI UL50$A CITY OF MONTiCELLO PROJECT: DRAWING NUMBER 0. DOWNTOWN ROADWAY AND PED THIS DRAWING IS THE PROPERTY OF POVOLNY SPECIALTIES, INC, PERMISSION TO USE GRANTED ONLY TO THE CONTRACTOR AND PROJECT NOTED ABOVE - I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED ""'"`� SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T ST EsoTA. CITY ❑ F X O LTO N WILLMAR, MINNESOTA 56201 oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT 1q;qd� �+ Phone: (320) 231-3956 , N�orlticella CHECKEDE1.24 Pao ld�C�l rub iczn �& M E N K Email: .bol@bolton-menk.com MPJH/JK ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i aIEnW1127a1S DETAILS Panel Schedule General information Breaker Details Phase Typa Voltage Type Panel IQ € 4ntriptiort Voltage (: Main Breaker 200 Amps '+ Single Phase (: 120 / 240 {— 120/208 ISERVICE CABINET R 1 Panel Location ALNUT/RJVER 120/240 i' Main Lugs Only C Three Phase C 277/4130 Fed From kCIEL PEDF.STAI. RE -CP FR1 (� Fed-thm Lugs 4 SURGF PROTFOOR Brkr Pole VAre PiPL VA {AWG} 920 Voatal D'escrlption Ckt Ckt € 4ntriptiort Voltage VA Pipe Size Wird Slxe PdIe Brkr (AWG) 74 2 12012-00 PEpESTAI- RECP FR1 1 2 CONTWI. 120/240 IM00 7i 1 is 70 2 1201140 PEDF.STAI. RE -CP FR1 3 4 SURGF PROTFOOR 120/240 2 30 74 2 1141140 PEDES fAL ReCP fR�- 5 rj SURGE PROTECTOR 120 f 240 1 30 70 2 120i140 P€)kSTALPECI,Fk2. 1 g IPRIGATION1�bN'I-ROLLERWAl.wk)r5TREET 120/240 1 20 30 2 1201240 NORTHRIVI=R SIRPFTSTRFEluC,HTS 9 1D IRRIGAI1(}NCONTRC70111WlESTRkIpGEPARK 120/240 1 20 30 2 1201140 NORTH RrvFR 5TREF7 STREET LJGHTS 11 12 SOUTH RIVER ST STREET I-1GHT5 1201240 2 30 20 1 1101140 UNIT 22-W L 13 14 SOUTH MVER ST STREET LIGHTS 1201240 2 30 24 1 110 i;240 5RARE 1 S 16 SPARE 1201240 2 30 12C114a 1{ 1s SPARS 120124D 2 36 1201140 1 y 20 1201241) 1281140 21 12 120/240 1201240 23 24 1210/241) 1201140 2S 26 120/240 1201240 27 28 120/240 1281240 29 30 110 f 240 1201240 31 32 120 / 24D 1101240 33 34 120/240 1201140 3S m 120/240 1261144 37 38 120/240 1101240 39 40 120 / 240 T.20/240 41 42 12D 124D Notes 11 All Elea -«I Works -Sha IJ Se Donk- In Accordance With The Approved Drawl rcls, The National EleCtT�C.RI Code Ard Current Local Ele,—tricity Laws +Ind Regukitian5 i,)L1asGxls or nan1mw11s ahmI Ir i4 I !,.II I:.I!I::...11�-1iL�s lxpwnftl� k -i Print Form I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY OR UNDER Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T sT EsoTA. CITY ❑ F X30 LTO N WILLhone MINNESOTA 56201 bb � oRBH/BJ/EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Phone: (320)231-3956 , N�orlticella cHECP E1.25 Pao ld�C�l rub iezn �& M E N K Email: .Ibarton-'en-menk.com CLI— ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No 'i alEowun6ls DETAILS 36" CABINET LCC9 LEFT SIDE VIEW FRONT VIEW RIGHT SIDE VIEW INTERIOR 26" 0 13-112" COMPONENTS 14 3 POINT LATCH W/ STAINLESS STEEL HANDLE & PADLOCKING PROVISIONS ■ y 12° 24" ■ CAPF ROC STAIN STE HINI 2" STAINLESS 24" STEELBASE FRAME 1$11 W/ BASE GASKET WI 1/2" oil GAP FOR DRAINAGE BOX CONSTRUCTION: (4} 718" DIAMETER HOLES FOR 12" BASE LAYOUT 10 NEMA3R MOUNTING NOT TO SCALE -14GA. STAINLESS STEEL 304 -NEOPRENE GASKETED DOORS 3A' TYP. 2„ -NON-CORRODING HARDWARE 314" TIP -ETI.. LISTED IN ACCORDANCE W/ UL508A I HEREBY CERTIFY THAT THIS PIAN, SPECIRWITION, OR REPORT WAS PREPARED BYV'R6Elp1 p�RbfT IY QNV STh�AjiV"lyW SOTAO ,,�_'t^: ... �'y.\r]�1 /�U,�y IUB Patri . yl r �+ y�J I /1 n ld�l1& 1 Qn, 9/2023 LOAD CENTER ACE MAIN LUG ILY LOAD CENTER TH COVER (13) 11P 1SAM P(RECEPTACLESj (2) 1 J 15 AMP (SPARE) 0 COPYRIGHT 2004-2405 POVOLNY SPECIALTIES. INC. �y 7350 COURTHOUSE BLVD. PHONE: 651-452-7335 1�f FAX: 651-452-7336 �r�►vwrwitwvaw INVER GROVEHGTS., MN 55077 SCALE: N.T.S. I APPROVED BY: I DRAWN BY: MMP CITY OF MONTICELLO DOWNTOWN ROADWAY AND PED DRAWING NUMBER POVS050304-MONTICEL X30 LTO N 2040 HIGHWAY I2 EAST CITY CJ F EH/B. WILLMAR, MINNESOTA 56201 rAw �c M E N K Phone: (320)231-3956 j'Oyti�7 DLIBHPBJ/EF Email: Will mar@bolton-menk.com j�11 it 1 1H/JN www.bolton-menk.com J Rol No MONTICELLO, MINNESOTA SP 8605-59 (TH 25) DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT ELECTRICAL DETAILS DETAILS SHEET E1.26 H Lu Lu H Ln Z 2 z J — LIGHITNG UNIT L I O POLE MOUNTED LUMINAIRE C) POLE MOUNTED RECEPTACLE i GROUND MOUNTED RECEPTACLE A RRFB GROUND MOUNTED ACCENT LIGHT OFOOD TRUCK RECEPTACLE SPLICE H Lu Lu H Ln RS23 RS21 MONUMENT INTERNALLY ILLUMINATED NEW CONDUCTOR EXISTING CONDUCTOR TO REMAIN POLE ID NUMBER SERVICE CAB ID POLE TYPE #- RS7 NOTES: 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG INCLUDING THE EGC. 5. THE CONDUCTORS FROM A SERVICE CABINET TO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM 7. EGC NOT SHOWN WE I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED oivnev SH EET BY OR UNDERN, Y RECTS PER I51 ANDTHATI ADULYLICENSEO 2040HIGHWAY12EAST EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) s Ec T'99 sT EsoTA. CITY OF oRBH/BJ/EH/PA DOWNTOWN ROADWAY bbi O LTO N WILLMAR, MINNESOTA 56201 �1q M E N K Phone: (320) 231-3956nk.com cella HEP E1.27 Pa "'`°d' rU iOn Email:W .Ibolton-men-menk.com NTP ,NG, ELECTRICAL DETAILS / 9/2023 www.bolton-menk.com Rol No alEowunals WIRING DIAGRAMS AcDbZombieEntit Ob'ectDBX Classes MATCHLINE "C" RS25 RS17 R519 RS24 RS16 RS20 RS18 HH2 HH4 18-A2 17-A1 16-A2 15-A1 r — � — — — 25-A2 m U-1 w SEE NOTE 9 Lu z w BROADWAY STREET _ z Q U Z Q HH3 HH1 10-A1 I I I I I I I 4-A1 3-A2 2-A1 1-A2 —� RS4 RS3 RS9 RS5 RS2 %RS1 RS4 WALNUT STREET RRFB RS10 LIGHITNG UNIT III L - O POLE MOUNTED LUMINAIRE NOTES: POLE MOUNTED RECEPTACLE 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING GROUND MOUNTED RECEPTACLE CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A LIGHTING UNIT RRFB OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. TO EXISTING ( ) GROUND MOUNTED ACCENT LIGHT 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG B W B W R BWR BWR B w B W R BWR R W LIGHT POLE POLE ID NUMBER INCLUDING THE EGC. 5. THE CONDUCTORS FROM A SERVICE CABINETTO AN RRFB CABINET SHALL BE SERVICE CAB ID O FOOD TRUCK RECEPTACLE #10 AWG INCLUDING THE EGC. POLE TYPE 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM SERVICE CABINET A MONUMENT INTERNALLY ILLUMINATED 7. EGC NOT SHOWN 8.ACIRCUITHASBEEN PROVIDED FORTHERECEPTACLES SERVING # " THE CATENARY LIGHTING SYSTEM. NO OTHER LOADS SHALL BE NEW CONDUCTOR CONNECTED TO THIS CIRCUIT. 9. THE CONDUCTORS FROM HH2 TO SERVICE CABINET "A" SHALL BE #4 AWG. EXISTING CONDUCTOR TO SPLICE THE EGC SHALL BE #6 AWG. REMAIN I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAs PREPARED BY OR UNDER Y RECis PER IBI ANDTHATI ADULYLICENSEO s Ec T sr EsorA. jy �y R A °p�y� c 4, b 2040 HIGHWAY 12 EAST BOLTON WILLMAR, MINNESOTA 56201 C I T S' ❑ F DEIGNED EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DR VtJ L V �7p I V I g Phone: (320) 231-3956 , ont�WRO BH/BJ/EH/PA DRA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT Q E 1.20 ELECTRICAL DETAILS �c M E N K Email:W .Ibol@boltonk.com com qd� �+ Patel '"`°d' rub iOn / 9/2023 NTPJH/JK Rol No alEowur2als www.bolton-menk.com WIRING DIAGRAMS AcDbZombieEntit Ob'ectDBX Classes AcDbZombieEn biectDBX Classes) NOTES: 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG 46 -AML 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A SEE NOTE 45-A7 LIGHTING UNIT OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. 44-A7 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG INCLUDING THE EGC. 43-A7 5. THE CONDUCTORS FROM A SERVICE CABINET TO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED 42-A7 ON THE WIRING DIAGRAM RS29 7. EGC NOT SHOWN RS27 8. THE CONDUCTORS FROM UNIT 46 -AML AND UNIT 36 -AML TO 41-A7 RS28 SERVICE CABINET "A" SHALL BE #10 AWG 26-A1 27-A2 28-A1 29-A2 RS26 — 40-A7 — — — — HH9 l fi TO EXISTING LIGHTING fi EAST OF HWY 25 — — — — — — — — — — — — — — Ln m N W z J U W W F- Q cc � N W Z CL HH8 TO EXISTING LIGHTING _—------------ —------------ EAST OF HWY 25 38-A7 — LIGHITNG UNIT 11-A2 12-A1 13-A2 14-A1 37-A7 39-A7 RS12 RS13 O POLE MOUNTED LUMINAIRE RS15 (a POLE MOUNTED RECEPTACLE RS11 RS14 — — — — — — SEE NOTE 8 GROUND MOUNTED RECEPTACLE POLE ID NUMBER RRFB d SERVICE CAB ID 36 -AML �A l ) GROUND MOUNTED ACCENT LIGHT POLE TYPE OFOOD TRUCK RECEPTACLE SPLICE NEW CONDUCTOR MONUMENT INTERNALLY ILLUMINATED EXISTING CONDUCTOR TO REMAIN I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER ISI ANDTHATI ADULY LICENSED 5 EC I y+�f ST ESOTA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 CITY F Eslcx[D EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET DRBH/BJ/EH/PA c a V lJ L V �7�+ 1 V I .._ -` ' Phone: 320 231-3956 `' , Montl�ella ( D CHECKED JH/JK DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E 1.29 ELECTRICAL DETAILS Email: Willmar@bolton-menk.com M E N K www.bolton-menk.mm Patri �yd1gqg�d���++ tris ru ldf�lCbs i On NO / 9/zoz3 EOW1127815 WIRING DIAGRAMS biectDBX Classes) U Lu Z_ J u Q MATCHLINE "D" HH5 MONUMENT INTERNALLY ILLUMINATED FUTURE GROUND MOUNT RECEPTACLE HH7 LM GROUND MOUNTED RECEPTACLE �RRFB GROUND MOUNTED ACCENT LIGHT O FOOD TRUCK RECEPTACLE NEW CONDUCTOR REMAIN G CONDUCTOR TO SPLICE - - S ALL RECEPTACLE BRANCH CIRCUIT HEREBY CERTIFY THATTHIS PIAN, sPECIFICATION, OR gEPORT WAS PREPARED Ii1 OR11T11 Y RH111 PER 1 ANDTHATI ATWAI MAI s ec I T sr esorA. jy� �' bf ��9X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJL�1�lLV�7p C I CIRCUIT BREAKERS LOCATED IN THIS MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET CABINET SHALL BE ONE POLE 15 AMP IVI � RS44 RS45 BWRWBWRWBWRWBWRWBW oii��Ro CHE�P ROADWAY&PEDESTRIANIMPROVEMENTPROJECTqd� E 1.30 ELECTRICAL DETAILS WIRING DIAGRAMS r. �& M E N K Email: .Ibolton- en-menk.com www.bolton-menk.com RS52 RS53 �+ ld�C�l rub iezn Pao / 9/2023 CLI— Rol No c�IE0W1127815 RS50 RS51 �L* RS54 RS55 RS56 RS48 RS49 RS46 RS47 31-A4R r 33-A5R 35-A NOTES: - - - 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS SHALL BE #6 AWG HH6 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A LIGHTING UNIT CABINETANDSERVING ONLY RECEPTACLES SHALL CINCLUDING THE EGC. 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS SHALL BE #12AWG INCLUDING THE EGC. 5. THE CONDUCTORS FROM A SERVICE CABINETTO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM NOTES: 8. ALL POLES WITH AN (R) INDICATOR IN THE POLE ID CONTAIN A SECOND RECEPTACLE LOCATED AT 20 FT ABOVE GRADE FOR THE WALNUT STREET FINAL CONNECTION OF THE CATENARY LIGHTING ONLY 9. A CIRCUIT HAS BEEN PROVIDED FOR THE RECEPTACLES SERVING THE CATENARY LIGHTING SYSTEM. NO OTHER LOADS SHALL BE CONNECTED TO THIS CIRCUIT. 10 CONNECT EACH GROUND MOUNT RECEPTACLE CIRCUIT ON THIS SHEETTO A 1 POLE 15 AMP BREAKER PROVIDED IN CABINET LCC1 - - 7. EGC NOT SHOWN - - - ID 30-A4R 32-A4R 34-A4R 11S30 RS31 ❑ RS36 RS37 RS38 RS39 RS40 RS41 POLE ID NUMBER RS32 RS33 SERVICE CAB ID RS42 R543 D(11 F TVDF 0C3A 0C3c HH5 MONUMENT INTERNALLY ILLUMINATED FUTURE GROUND MOUNT RECEPTACLE LIGHTING UNIT O POLE MOUNTED LUMINIARE POLE MOUNTED RECEPTACLE GROUND MOUNTED RECEPTACLE �RRFB GROUND MOUNTED ACCENT LIGHT O FOOD TRUCK RECEPTACLE NEW CONDUCTOR REMAIN G CONDUCTOR TO SPLICE - - S HEREBY CERTIFY THATTHIS PIAN, sPECIFICATION, OR gEPORT WAS PREPARED Ii1 OR11T11 Y RH111 PER 1 ANDTHATI ATWAI MAI s ec I T sr esorA. jy� �' bf ��9X30LTON 2040 HIGHWAY I2 EAST WILLMAR, MINNESOTA 56201VtJL�1�lLV�7p C I FSICN[R EH/BJ MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET oRBH/BJ/EH/PADOWNTOWN IVI � Phone: (320) 231-3956 oii��Ro CHE�P ROADWAY&PEDESTRIANIMPROVEMENTPROJECTqd� E 1.30 ELECTRICAL DETAILS WIRING DIAGRAMS r. �& M E N K Email: .Ibolton- en-menk.com www.bolton-menk.com �+ ld�C�l rub iezn Pao / 9/2023 CLI— Rol No c�IE0W1127815 MATCHLINE "E" — 10-B1 RS58 SERVICE CABINET B RW B W R B W RBWRRW HH12 H W Lu F_ V) Z J Q I I 11-132 12-B2 13-B2 14-B2 15-B1 16-62 IRRIGATION PEDESTAL EliSEE NOTE 8 Ln (V } RIVER STREET N Lu Z_ d I I HH11 HH10-------- SEE NOTE 9 1-132 2-132 3-131 4-132 5-132 6-132 SEE NOTE 10 RS57 22 -BML 7-B8 I NOTES: 8-B8 1. UNLESS OTHERWISE INDICATED THE PHASE CONDUCTORS FR1 u SHALL BE #6 AWG — — 2. UNLESS OTHERWISE INDICATED THE EQUIPMENT GROUNDING Lu Z CONDUCTOR (EGC) SHALL BE #6 AWG 3. THE CONDUCTORS EXTENDING TO A RECEPTACLE FROM A 9-B8 HH13 U LIGHTING UNIT OR CABINET AND SERVING ONLY RECEPTACLES SHALL BE #10AWG INCLUDING THE EGC. — — — Q 4. THE CONDUCTORS EXTENDING TO AN ACCENT LIGHT FROM A LIGHTING UNIT OR CABINET AND SERVING ONLY ACCENT LIGHTS — — — — — — — — SHALL BE #12AWG INCLUDING THE EGC. LIGHITNG UNIT 17-62 18-B1 19-B1 20-B1 5. THE CONDUCTORS FROM A SERVICE CABINET TO AN RRFB CABINET SHALL BE #10 AWG INCLUDING THE EGC. O POLE MOUNTED LUMINAIRE RS59 FR2 6. SPLICING IN HANDHOLES IS ONLY PERMITTED WHERE INDICATED ON THE WIRING DIAGRAM CD POLE MOUNTED RECEPTACLE 7. EGC NOT SHOWN SEE NOTE 8 8. THE CONDUCTORS SERVING THE IRRIGATION CONTROLLER SHALL 0 GROUND MOUNTED RECEPTACLE BE #10 AWG, INCLUDING THE EGC, FOR THEIR ENTIRE LENGTH. 9. THE CONDUCTORS SERVING THE FOOD TRUCK RECEPTACLES SHALL A RRFB 0 IRRIGATION BE #4 AWG. THE EGC FOR FOOD TRUCK RECEPTACLES SHALL BE �( d PEDESTAL #6 AWG l ) GROUND MOUNTED ACCENT LIGHT POLE ID NUMBER z = 10. THE CONDUCTORS FROM UNIT 22 -BML TO SERVICE CABINET "B" SHALL BE #10 AWG. M \ SERVICE CAB ID O FOOD TRUCK RECEPTACLE H — — — — 3 POLE TYPE Q SPLICE 36-A6 37-A6 NEW CONDUCTOR # -EXISTING MONUMENT INTERNALLY ILLUMINATED CONDUCTOR TO — — — REMAIN I HEREBY CERTIFY THATTHIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UNDER Y RECTS PER I51 ANDTHATI ADULY LICENSED s yEc°p�y� EsorA. 2040 HIGHWAY I2 EAST O LTO N WILLMAR, MINNESOTA 56201 CITY O F ESIcx[D EH/BJ DREIIH DR- MONTICELLO, MINNESOTA SP 8605-59 (TH 25) SHEET V,V V L V gG I V I ' &I/ Phone: 320 231-3956 , N�ont�Wflo EH/PA DOWNTOWN ROADWAY & PEDESTRIAN IMPROVEMENT PROJECT E 1.31 Patri �1ggd��+ /� �' rc ru. i^n Email: Willmar@bolton-menk.com www.bolton-menk.mm JH/JK EOW1127815 ELECTRICAL DETAILS 1. NO 9/zoz3 WIRING DIAGRAM Downtown Financing Items eliminated from 95% plans: *Bid as alternate Maple RFB Tree Guards Medians west of Locust Concrete on Walnut* Sidewalk on Broadway W Repurpose Pedestrian Lights Alternating Tree Lighting* Complete Later City Sep. Cost Funding Difference Water $ 355,256 $ 355,256 $ - Sewer 385,922 385,922 - County 2,805,727 3,114,357 (308,630) City 7,558,112 3,867,560 3,690,552 State 382,440 382,440 - Engineering 716,377 716,377 Total 12,203,834 8,105,535 4,098,299 Pointes Reallocation 500,000 (500,000) Additional Liquor $ 1,000,000 (1,000,000) Additional Capital Proj $ 2,549,899 (2,549,899) Escrow $ for Trees 48,400 (48,400) Total $ 12,203,834 $ 12,203,834 $ 0 Items eliminated from 95% plans: *Bid as alternate Maple RFB Tree Guards Medians west of Locust Concrete on Walnut* Sidewalk on Broadway W Repurpose Pedestrian Lights Alternating Tree Lighting* Complete Later City Sep. $ 57,200 Sign 50,000 Tables/Chairs 33,000 Swing 6,000 Trellis 8,000 Counters 24,000 178,200 s t ter..iz . -A" q' r • rte_ Y W ROgo� (� W k ST ~O F A � \ 0. RillCIOF - RST (G) cr f (. w� r Ono Ld "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� Pinewood. Elementary Infrastructure Recommendations LOCATION PROBLEM/ISSUE POTENTIAL SOLUTION/RECOMMENDATION ANTICIPATED OUTCOME LEAD PRIORITY A Elm St and W 3rd St Long pedestrian crossing distance; unpredictable driver Upgrade pedestrian ramps; consider pedestrian flashing beacon such as an Increase pedestrian visibility and Wright County High yielding behavior; curb ramps out of ADA compliance; RRFB; evaluate geometric changes to reduce crossing distance (so long as they accessibility; reduce pedestrian limited lighting. don't interfere with the bikeable shoulder) and increase pedestrian visibility such crossing distances; reduce traffic City of Monticello as a safety island. speeds. B Elm St Sidewalk gaps including sidewalk on west side only Fill sidewalk gap on east side of Elm St and/or extend existing sidewalk and Designated space for people Wright County High between Golf Course Rd and W Broadway St, and no provide additional enhanced pedestrian crossings. Coordinate with proposed walking and biking that is phys- sidewalk resent south of Golf Course Rd; wide roadway; p Y; off street path along Elm. Consider upgrading existing shoulders to buffered or P 9 Pg 9 g icall separated from vehicle Y p City of Monticello limited lighting. protected bike lanes. CSAH 39 (Elm St and Golf Course Rd) identified as coun- traffic; improved visibility ty-wide signed bikeway in Wright County Trail and Bikeway Plan. Improve lighting, especially at crossings. C W 6th St east of Elm St No consistent sidewalk connection along W 6th St. Fill sidewalk gaps on W 6th St between Elm St and Walnut St. Consider prioritizing Designate space for people walk- City of Monticello High sidewalk infill on north side of the street initially to provide continuous connection Ing that is physically separated along W 6th St. from vehicle traffic D W 4th St between Elm St and Sidewalk gap on north side of W 4th St between Elm St Fill sidewalk gaps along W 4th St. Consider prioritizing sidewalk infill on north side Designate space for people walk- City of Monticello High Minnesota St and Minnesota St. Opportunity for additional connectivity of the street between Elm St and Minnesota St. Explore feasibility of providing Ing that is physically separated and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. E Golf Course Rd between approxi- No sidewalk connection along Golf Course Rd connect- Install sidewalk and/or trail on one or both sides of the street, prioritizing north Designate space for people walk- Wright County High mately Fairway Dr and Elm St ing to single and multifamily housing; high traffic speeds side between Elm St and Kampa Cir. Ing that is physically separated and volumes. from vehicle traffic F W Broadway St High traffic speeds and volumes; no pedestrian connec- Fill sidewalk gap on north side of Broadway St between Chestnut St and Otter Increase pedestrian connectivity Wright County Med tion on north side of Broadway St west of Elm St; long Creek Rd; bring existing trail and ramps into ADA compliance; increase lighting and level of service pedestrian crossings. Opportunity to improve lighting, including pedestrian scale lighting; explore opportunities to reduce the width and/ City of Monticello ADA compliance, and pedestrian realm. or number of travel lanes and increase boulevard width. G W Broadway St and Elm St High traffic speeds and volumes; poor driver behavior Upgrade ramps and signal to bring into ADA compliance; minimize corner radii; Increase pedestrian visibility and Wright County Med and yielding compliance when pedestrians in crosswalk; consider adjusting pedestrian signal indication to display automatically instead of accessibility; reduce pedestrian long pedestrian crossing distances; large corner radii; by request; consider adjusting pedestrian signal indication to provide a Leading crossing distances; reduce vehi- curb ramps and pedestrian signal out of ADA compliance. Pedestrian Interval. cle turning speeds. H W 3rd St from Maple St to Walnut Sidewalk gap along south side of W 3rd St between Ma- Fill sidewalk gaps along W 3rd St. Consider prioritizing sidewalk infill on south Designate space for people walk- City of Monticello Med St ple St and Walnut St. Opportunity for additional connec- side of the street between Maple St and Walnut St. Explore feasibility of providing Ing that is physically separated tivity and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. I W Broadway St and Otter Creek High traffic speeds and volumes; existing beacon uses Upgrade existing pedestrian beacon with to RRFB or other higher visibility pedes- Increase pedestrian visibility; Wright County Med Rd slow flashing amber signal often overlooked by motorists; trian flashing beacon; minimize corner turning radii; consider replacing eastbound slower traffic speeds; reduce long pedestrian crossing; driver behavior and yielding bypass lane with dedicated left and through lanes and providing a pedestrian pedestrian crossing distance compliance. Opportunity for more highly visible pedestri- safety island at existing crosswalk; seek opportunities to reduce number and an signal. width of travel lanes to minimize dual threat risk to pedestrians and encourage slower traffic speeds. Consider staffing with adult crossing guards during school arrival and dismissal. J Western driveway / bus loop Long pedestrian crossing at schools western driveway; Reduce width and turning radius of school driveway and install high visibility Reduce pedestrian crossing Wright County Med entrance on W Broadway St large turning radius for vehicular traffic. crosswalk markings. distance; reduce vehicle turning Monticello School speeds. District K W Broadway St and Willow St High traffic speeds and volumes; no designated pedestri- Install enhanced pedestrian crossing including a pedestrian flashing beacon and/ Increase pedestrian visibility; Wright County Med an crossing at primary school access point. or geometric changes such as curb extensions or a safety island. Coordinate with slow traffic speeds; reduce sidewalk installation on W Broadway St as part of J. Consider prioritizing crossing pedestrian crossing distance; enhancements at either Willow St or Otter Creek Rd. Consider staffing with adult designate additional, more direct crossing guards. pedestrian crossing opportunity. INFRASTRUCTURE 29 CITY COUNCIL PRESENTATION JUNE 26, 2023 CITY OF �� Monticello Full Reconstruction I Pavement Replacement West Broadway I Downtown _ I -`" N I - LU w LU w Ui � F M w w O t;;I �� RIVER 5T T)w w +.n Ln LU w a z 7 N W BROADWAY ST. (CSAH 75) LU CITY OF Monticello --------------------------- West Bridge Park i _ — + River Street :4--Waiput Terrat � fryer 'I i I � rt -- Block 51 Side rd _ I I W Broadway Street 1 ` 1 Gateway Plaza—i n -- -- -- --mo-- I I I I I I I _ CITY ��OF Monticello BOLTON & MENK Real People. Real Solutions. I. ' v W Broadway St EOAz. SCALE FEET 3 WALNUT STREET STONE TYPES LEGEND! NieiM to rM1P¢T Li.G9Mr ttwie M1V B d¢IB ihl ® FRfEBTANDING BLGLK IlIMESTONE OFRFE STANDING GLOCK MFSABI BIACK GRANREI Q FRfEGTANDING BLOCK © RETAINING WALL 2'HIGH (CARNEVANBRA—) A.. MESABI BLACKI © RETAINING WALL, 2 -HIGH O RETAININGWALL, THIGH BIOCH IteRNELIANI B€OCK IMESeBI6WCK1 Q RETAINING WALL VHIGX BiOCK IC49NELLANI IO CON[RETEABIeCENT Wpu IRACK� © CONCRETE ADJACENT IMcSABI © EA—EDGRANITE WALLICARNEHAHI BWLBERR QP AMPHRHFATERSEAT WALLBLOCKIURHEUANI STREETSCAPE FURNITURE LEGEND: 0 BIKE RAIX (BYOWNFAN.LCI LHTEa RECEPieCLE IR✓Nwxt0.xL4 O —TER PDI TYPE& R.&C f— .1. O CITY STANDARD BEND favmvNnK t+!4 5(� BENCR SWIRL IBVOWNfM1.. © SABLE ARB CHAIR5,[BVOAG, IN I.tl YE Q TREE GUANO(etmrmrzy. sra ERentS.o6 O STRffIYAPE CGVNTERTOPGIFFRNAIE]I. O URBAW—HHDIHG KIOSK A-, ® POLE MOUNTED PUBLLC P—ME EIGN. � PaEMDunrED wevNNDIx�sIGN, STREETSCAPE MATERIALS LEGEND. 6'CONCRFFEWALY, _ 6"CONCIL£TE WPL(SPECIAL-iYPEl © b" COHCRETEWALKSPELTAL TYPE2 rMI-URALSOILE%FEHi5,5E—EETL3Al POROUS PAVEMINF, s'A I'll 13 B] s^ EDLDRED—BETE WARNING BAND, SFE SHEET 1. _ SPECIAL SDRFACETREATMEHT MAN DEI—FINISHI, PEa SRECIFICeTgN CITY OF Monticello 1 � � o. w_�.� a o , 1�joy STONE TYPES LEGEND: 01 IE. OUT OF PROJECT BOUNDARIES (FOA R EFfRfNCE PURPOSES ONLY) lrcfe. Eesn�J L3 Da�,.sLone IP,oe de[pihJ FREE STANDENG BEOCK t (LIMESTONE) (MESAEL BLACK GRAN3TE1 Q FREESTANDFNG BLOCK RETAINING WALL 2'NIGH {CARNELIAN GRANITE) © BLOCK (MESABE SIAM RETAINING WALL 2' HIGH O RETAINING WPIl, I' HIGH 91O(U(j D1ANI BLOCK[MESABIBIA ) Q RETAINING WALL V HIGH O LONC—AWACEW ElOCKICARNELJAN[ WAIL M-5.5171 } V/ � CONCRETE ADJACENT © SALVAGEDGRANETE WAII[CARNEUAN} BOULDERS (D AMPHITHEATER SEAT A l '•` `l.%� WALL BLOCK(CARNEUANI 5T0.3+24,14 3116'RT ! I � �� EKTENTS f` SEELZSHIETS FOR STA:3M5.]4 F -3T lc ! � PRT IANTING PInn 1v RT 3215' RT 24 •--90, DFACH e 1, - ]2.tl, TPP. TPP"\ WAY, SEE SHEET L3. Z I - d'e `i o. w_�.� a o , 1�joy STONE TYPES LEGEND: 01 IE. OUT OF PROJECT BOUNDARIES (FOA R EFfRfNCE PURPOSES ONLY) lrcfe. Eesn�J L3 Da�,.sLone IP,oe de[pihJ FREE STANDENG BEOCK O FREE STANDING BLOCK (LIMESTONE) (MESAEL BLACK GRAN3TE1 Q FREESTANDFNG BLOCK RETAINING WALL 2'NIGH {CARNELIAN GRANITE) © BLOCK (MESABE SIAM RETAINING WALL 2' HIGH O RETAINING WPIl, I' HIGH 91O(U(j D1ANI BLOCK[MESABIBIA ) Q RETAINING WALL V HIGH O LONC—AWACEW ElOCKICARNELJAN[ WAIL M-5.5171 } V/ � CONCRETE ADJACENT © SALVAGEDGRANETE WAII[CARNEUAN} BOULDERS (D AMPHITHEATER SEAT QTREE GUARD (rLTea✓arE x). sEt SNLTFE3.o6 WALL BLOCK(CARNEUANI REETSCAPEFURNITURE LEGEND: wzm=11111 wv 1O BIKE RACKE6—hFR.KJO © STAMTSCAPE COUNTERTOP/ ­111), seE SREET Eaux 0 LHTER RECEPTALLE Eer RSPA'FR NLCJ E'CONCRFfE WALK _ O URBAN WRYF NEI NG KIOSK SIGN, PLANTERPOT-TYPE A.B.&[(a✓owner, sEe SNEETusf x.t 1 ® PORE MOUNTED PUBIIC PARKING SIGN, © CETT STANDARD RENCV (arrnvxcx. nl.cJ sfF suFLT la -W QS BEnCN SwtNG larawxEry x.lq —MO-FFDI—FENDINGSIGN, — SEE SHEET L354 OTABLE AND CHAIRS, TBf BWNEF, 4.1.05BE PEO SPECIFICATION SHLESI— QTREE GUARD (rLTea✓arE x). sEt SNLTFE3.o6 CITY OF Monticello E'CONCRFfE WALK _ 6"OUw[RETE wAU(SPECEaL-ITPEl _ Fill DANDPILANTED r..-2 B PU URAL OElE EN S, SEE MEET BAL PORUU5—E-ENE, SEE SHEET L3 DZ _ PLANTERi — SPECIAL SURFACE TREATMENT[SAN DBIA57 FINISH[, PEO SPECIFICATION ENE IBM r CITY OF Monticello E'CONCRFfE WALK _ 6"OUw[RETE wAU(SPECEaL-ITPEl _ V CONCRETE WALK SPECIAL TYPE r..-2 B PU URAL OElE EN S, SEE MEET BAL PORUU5—E-ENE, SEE SHEET L3 DZ _ B CCLDRED CONCRETE WARNING BAND. 5EF SKEET LIC2 — SPECIAL SURFACE TREATMENT[SAN DBIA57 FINISH[, PEO SPECIFICATION CITY OF Monticello STONE TYPES LEGEND: (AI Fheet L3-09 jw If—type detePs) ® FREE STANDING BLOCK TREE STANDING BLOCK (UMESTONO (MESABI BLACK GRANITE) ® FREE STANDING BLOCK ® RETAINING WALL, 2' HIGH (CARN ELAN GRANITE) BLOCK(MESABI BLACK( Cp RETAI NINE WAyl, THIGH O RETAINING WALL, 1' HIGH BLOCK(CARNELIANj BLOCK(MESABI BLACK( O RETF.I NING WAIL, 1' HIGH O CONCRETE ADJACENT BLOCK(CARNELIANj WALL(MESABI EIACXj 4:J CONCFETEADIACENT 9 SALVAGED GRANITE WALE jCARNEiIANj DOU10ER5 Fa AMPHITHEATER SEAT WALE BLOCK ICARNELAN .. v h N STREETSCAPE MATERIALS LEGEND; -'� 6" CONCRETE WALK _ 6" CONCRETE WALK SPECIAL -TYPEI ® 6" CONCRETE WALK SPECIAL • TYPE 2 rti ... �1 STRUCTURAL SOI L EXTENTS, SEE SHEET 13.01 POROUS PAVEMENT, SEE SHEET .3.02 8" COLORED CONCRETE WARNING RANO, SEE SHEET L3-02 _ SPECIAL SURFACE TREATMENT (SAND BLAST FINISH), PER SPECIFICATION STREETSCAPE FURNITURE LEGEND: ENLARGEMENT: BLOCK 52 SIDEWALK (D BIKE RACVOVOYJvk 110 Z��111111— TREl115 {BY OWNEflj, SEE SHEET l3.05 � © LITTER RECEPTACLE jsr0-0,-0 ... .5A .. - vv ■ ■ • • - 71ANSFORMER,; ~ p { .r J --7 eY aTHERi -: ■ f 7A ■ v: - uj 9 URBAN WAYFINDING KIOSK SIC N. 0 O PLANTER POT - TYPE A, B,&C JOY OWNER sEL SHEEr L3.lT k� POLE MOUNTED PVBHC PABX{NG SIGN, ® CITY STANDAFC BENCH IBYOW ER HI.CJ SEE SHEET 13.11 0 BENCH 5WING 68V —69. NLC[� POLE MOUNTED WAYFI LADING SIGN, �`•%� SEE SHEET LT.IA © TABLE AND CHAI RS, I■K..NM NI q 1. DECORATIVE JOINTING 3'O.C. a} ' - EACH WAY, SEE SHEET • k1 � 4 � •' �' REINFORCED d PLANTER ROTA . ' :` ;: _ k ,?; ,?y CONCRETE' Ly.- .. v h N ENLARGEMENT: BLOCK 52 SIDEWALK (D BIKE RACVOVOYJvk 110 =PIE ©STREETSCAPE COUNTER TOP (AtffA tC 11. © LITTER RECEPTACLE jsr0-0,-0 E1.o6 9 URBAN WAYFINDING KIOSK SIC N. 0 O PLANTER POT - TYPE A, B,&C JOY OWNER sEL SHEEr L3.lT H.r.q POLE MOUNTED PVBHC PABX{NG SIGN, ® CITY STANDAFC BENCH IBYOW ER HI.CJ SEE SHEET 13.11 0 BENCH 5WING 68V —69. NLC[� POLE MOUNTED WAYFI LADING SIGN, �`•%� SEE SHEET LT.IA © TABLE AND CHAI RS, I■K..NM NI q 1. W=. AS 0 TREE GUARD TAITEIENATE It, SEE SHEET T06 CITY OF - Monticello a STONE TYPES LEGEND: "RI 't—t L3.09 jw scone LYRT detePs) ® FREE STANDING BLOCK TREE STANDING BLOCK (UMESTONO (MESABI BLACK GRANITE) ® FREE STANDING BLOCK ® RETAINING WALL, 2' HIGH (CARN ELAN GRANITE) BLOCK(MESABI BLACK( Cp RETAI NINE WAyl, THIGH O RETAINING WALL, 1' HIGH BLOCK(CARNELIANI BLOCK(MESABI BLACK( O RETF.I NING WAIL, 1' HIGH O CONCRETE ADJACENT BLOCK(CARNELIANI WALL(MESAAI EIACKI �E CONCFETEAp1ACENT 9 SALVAGED GRANITE WALL ICARNELIANj DOU10ER5 Fa AMPHITHEATER SEAT WALE BLOCK ICARNELAN 10.2' _ 1Q.2' • - •7.5' STREETSCAPE MATERIALS LEGEND; 6 CONCRETE WALK _ 6 CONCRETE WALK SPECIAL -TYPEI ® 6" CONCRETE WALK SPECIAL • TYPE 2 r...ti 1 STRUCTURAL SOI L EXTENTS, SEE SHEET 13.01 POROUS PAVEMENT, SEE SHEET .3.02 B- COLORED CONCRETE WARNING RANO, SEE SHEET L3-02 _ SPECIAL SURFACE TREATMENT (SAND BLAST FINISHI, PER SPECIFICATION STREETSCAPE FURNITURE LEGEND: L`/ BIKE RACK OV OI kxl.q =PIE SCAB COUNTER TOP(AEETAxA?f V. © LITTER RECEPTACLE f -I0 Ea, -0 9 URBAN WAYFINOING KIOSK SIC N. 0 O PLANTER POT - TYPE A, B,&C IFY OWNER sEL SHEEr L3.3T H.r.q POLE MOUNTED PVBHC PABX{NG SIGN, ® CITY STANDAFC BENCH(BYOW ER HI.CJ SEE SHEE113.1a 50 BENCH 5WING 68V —69. NLC) POLE MOUNTED WAYPI LADING SIGN, �`•%° SEE SHEET LT.IA © TABLE AND CHAI RS, IKK..NM NI q 1. 5EF F SHEETS �:: W=. AS A1. -- 74 TREE GUARD TAITEIENATE It, SEE SHEET LT.06 ENLARGEMENT: GATEWAY PLAZA CITY OF - Monticello a MIGHT FIKTVRE, -_ °X3.9' 5EF F SHEETS �:: '2.5' ',a0 ;!.5' 36' A1. -- • 0.5' 10.2' _ 1Q.2' • - •7.5' :° 4 v 6 TRANSFORMER 1 - _PLANTER POT A --.�: PLANTER POT gig° v 6 - PLANTER POT 75.52' RT ` TREEAT I'CP.CIUS J - O y E "q v PAVEMENT, SH ILLI L -.Cl I � p n - j JK• `STRU[.Tl1RAL.5O-LY"LRyJ •SEE b - ° h a '}" - SHEETS C7 FOR - K ._ SlrNk PLANS _ ENLARGEMENT: GATEWAY PLAZA CITY OF - Monticello a m "' 001Ti sT, : ramM1�7wamFi ,`fir • Welcoming entrance to West Bridge Park from downtown • Stone terrace seating • ADA accessible garden path from River St • Reuse of existing granite boulders • Lush plantings for seasonal interest CITY OF Monticello & MEN K Real People. Real Solutions. � :f• .iOki 1Die aL\Oki :�a I 4 . - A • • - a J.�•ST)RNSEERSC CONCRETE STREETSCAPE FURNITURE LEGEND: 0 BIKE BACK(RvowNER—o (D NREETSCAPF WUNTERTOPfAL*REE —), Ye sxerr �i0s Q LRTER R£CEPTA0.E(evowH[R. x.xc) (LIMESTONE) O PLANTER?oT-riPE A, N,Ge (evowxeP, VRBPN WAYFINDING KIOSK SIGN, lJ s[ssxsn ls.0 xlq (CARNELIAN GRANITE) BLOV (ME5AN BL ) MOUNTED PueUC FaRKrNG SIGH, ®SLE Q IOn STAN0AR0 BEN[. IKY avNTR x.LI SHE£F Cl SO BENCH SWING 0, ® POLE MOUNTED WAYNNJHNG SIGN, seE sxrxT Ls.0 © TA&E AND CHAIRS. Ixvmxx•x n Lo s•• GLOCKICARNEUAN) WALL I MEBA51BlACK) Q WNCRETEADJACENT (D TREE GUARD(ALTTRNArF sxssTUAs WALL(CARNEUAN) STONE TYPES LEGEND' (Adar roAh—L3.Gsfarswrx type d—,hS) (D EASE STANDING BIDIX ® FREE 5TANOINGGLOCK (LIMESTONE) IMFSARI BIACK GRANITE) ©FREE STANDING BLCEK O RETAINI NG WALL,3'HIGH (CARNELIAN GRANITE) BLOV (ME5AN BL ) Q RETAINING WAL42' NIGH (D RETAINING WALL, VHIGH BIOCKICARNEWIN) BLOCK IMRSRRI EIA -1 oQ RETAINING WALL, 1' HIGH (D CONCRETE ADJACENT GLOCKICARNEUAN) WALL I MEBA51BlACK) Q WNCRETEADJACENT Q SALVAGED GRANITE WALL(CARNEUAN) BOULDERS FQ AMPHITHEATER SEAT WALL LCCK(CARNEUAN) STREETSCAPE MATERIALS LEGEND: 6" CONCRETE WALK _ G" CONCRETE WALK SPECIAL- TYPES — 6" CONCRETE WALK SP(CW TYPE 2 STkuCJkAL 501 L UTENTS, SEE SHEN 43.01 FORCUS PAVEMENT, SEE SHEET 13.02 G" COLORED CONCRETE WARNING BAND, SEE SH EFT LEM _ SPECIAL SURFACE TREATMENT (SANDBLAST FINISH I, CITY OF Monticello STREETSCAPE FURNITURE LEGEND: © BIKE R—P11axwu, 10 0 6TREETSCAPE COUNTEPTW(nettnNaTT 3). SF SHFFT18.o6 Q2 UTYER aEEEMA[LE SavpNNRR x?4 Q txEEsihnO rvG RLOLK (.—II O RFTAININGWALL,2HIGH O URBAN WAYPINDING KIDSK LGN, XFSHEFT13.13 0 PSAMER POT- TYPE A, B, ELC IBYOWNER (D RETAINING WALI, 2' HIGH O RFTAIININGWPLL. 1' HIGH ® POLE MOUNTEp PUBLIC PAPKING SIGN, © CIttSTANpARp BFNCH lBYOwNER rc?n SFF snFFTI3.FG 0 BENCH—NG(xeowxFR, url ® POLE MOUNTEDWAYPINDINGStGN, H[SHFFT1318 TABLE AND CHAIRS, ME —Ek N -5€F © Q AMPHITHEATER SEAT —CK ICARHEUANI 0 'PEE GVARO IPLrtRNArt21. G -, L3U6 PONE TYPES LEGEND: IReM to sheetlS09jerstwre type tleFeihf ®fREEST11-18LOOL (LIMESTONE) © FREE STANKNNGIM-K BWCN GRANREI Q txEEsihnO rvG RLOLK (.—II O RFTAININGWALL,2HIGH (CARNELIAN GRANNEI B." IME.., BIACR) (D RETAINING WALI, 2' HIGH O RFTAIININGWPLL. 1' HIGH I—ICARGIIANI BLOCK IMESA6 I P—) QO 8—BBNG 1' HIGH BLOCKIfA I.NI IDCONCRETEAOI— WALL IMESABI BI Q CONCRETE A—ENT WALLIGRNEUAHI © EALVAGE B GRANITE --B, Q AMPHITHEATER SEAT —CK ICARHEUANI STREETSCAPE MATERIALS LEGEND: 6"CONCRETE WA LK _ 6"CONCRETE WALK EPEOAL -TYPEI 6"CONCRETE W-SPECIAL-TPE2 ��4 6iRNRUPAISOII EKTENTS, SEF SHEET -1 POROUS PAVEMENT, SEE SHEET LBA2 IEII B" COLOREP EONCREFE-.NING-1, SEES _ -11 . SVRPACE TREATMExT ONUBLABT HMS.) I Y � �' I - . , I 11�7�� " �-, (� �i �� ��- (D, , , - J CITY OF Monticello X Aa IGAl1 CABINET 5E€15Hffi5- E SEE I Y � �' I - . , I 11�7�� " �-, (� �i �� ��- (D, , , - J CITY OF Monticello 11111 BROAD WAY STREET W (CSAH75) - LSIGNALPVNS FOR sHE oaHIBLB" I H.xT r f BROADWAY STREET W (CSAH 75) t I sFF �: s�FF� wx r r a6 3,.ais — — 35"m NT STONE TYPES LEGEND! (Ref¢r ry sApeL4B0"I rslPne rype dero�hJ Q FREE STANDING BLOCK O FREE STANDING ELOCK {LIMESTONE) (MESADI BLACK GRANITE} QR FREE STANDING BLOCK © RETAINING WALL, Y HIGH {CARNELIAN GRANITE) BLOCK (MESABi BLACK) ✓D RETAINING WAL4 2' HIGH (D RETAINING WALL, V HIGH 81ICARNELIANj BLOCK (MESAD, BLACK) Q RETAIMNG WAL4 V HIGH O CONCRETE ADJACENT EtOCKICARNEllANj WALL IMESAT BLACK) © CONCRETE ADJACENT © SALVAGED GRANITE WAIT ICARNFUAN} BOULDERS Qf AMENiTHEATER SEAT WALL BLOCK{CARNEUANI TREETSCAPE FURNITURE LEGEND: ]O DIKE PACK MR NCR N.I,CO STREE55CAPE COUNTERTOP(ALr..rE JI, sEE SNLET Iau6 Q LTTfER RECEPTACLE IR✓RSPN'k/ Q URBAN WAvflxplryG KIOSK SIGN. PIANTER POT - TYPE A. B,&C levowxsR. sEE SNEA L3.s3 Nf ® POtE MOUNTED PUBLIC PARKING SIGN, Q CRY STANDARD BENCH IarrnvxLx..10 sFF SRF LTW V DENCN SWING TI -AEA MIp ®FOIE MOVNED WAYFINDINC SIGN, 5[[SNEET K3 to TABLE Aryp CHAIRS. W ILII SBE SNLES L3.03 QTREE GUARDfATrem 1). 11 SNEcrll.o6 E -CONCRETE WALT — 6" CONCRETE WALK 5PECIAL-TYPE1 = 6' CONCRETE WALK SPECIAL -TYPE2 r - NE>:TE 5TRUCRAL SOIL ,SEE 5HEET L301�..... POROUS PAVEMENT, SEE SHEET L3. C3 _ B"CGLLREOm CRETE—RNI.. SA , ESHEET 13GT _SPECIAL SURFACE TREATMENT ISAN DELA5T FINISH), PERSPECIFICATION ICITY OF -� Monticello 52 PARKLIT ENLARGEMENTPLAN,5EE SHEET C. 14 ' AR4IECT WORKAflCA BY OiHEflS f I BLOCK 52 PROJECT WORK AREA BY OTHERS y r l rsrrnwN rva roDPD, unman PU Pasasl ''. r _Ii �LSF0.69+%111 ! `5--�i 11 DECORATIVE DEVF 101NnN6 - TPPSTA:70A5. 3'0,C. U,CNWAY, SEE MAT LT SHEET U,01 II STRUCTURAL FILEDA PLANTED i SOIL MIM, TPP. lEl FILLED AND PIANTED 1 S. SHFETS SFOR fit31. 91 6 NY 1 1 349rLT 14.96 STRUCTURAL SOK. MIK, TYP. ERFT6EAi — `l PUNTERPDTC 1 L PUNIER PUT B C -SEE 125HEETS FOR PIPNTING PL < (MESABI BUCK GRANITE} QR FREE STANDING BLCCK PLANTER POTA[ {CARNEUAN GRANITE) 1 N T —�— P P i P _ 1 — -- -- i—- 1 T 1 BROADWAY STREET W (CSAR 75)�— I 1 1 i T SEESHEETs[]FOR SIGNALPUNS ` '• t T 1 1 STRUCTURAL T11 SOILMI( P._»—» T >,—»—»—>i—. STA -1 79.41 T 1 1 P 1 j f -�, STRUCRIPAL '� SOR MI%, T'P. S-TM61.41 ir Rr ,vi WALL JMESABI BLACK 49.RV EIT III'I STONE TYPES LEGEND: (Ref¢r ry sApelI D9forstvne rype d'Y'N Q FREE STANDING BLOCK O FREE STANDING 8LOCN {LIMFSTONQ (MESABI BUCK GRANITE} QR FREE STANDING BLCCK © RETAINING WALL, Y HIGH {CARNEUAN GRANITE) BLCCK (MESABI BLACK) �D RETAINING WAL42-4IGH O RETAINING WALL, V HIGH 9LDCK ICAAbIELIANj BLOCK(MESAD' BLACK[ Q RETAINING WALL, V HIGH O CONCRETE ADJACENT BLOCK I�CANNEIJI WALL JMESABI BLACK © CONCRETE ADJACENT © SALVAGED GRANITE WALT [CARNEUAN} BO4ADER5 Qf AMPHITHEATER SEAT WALLSLOCK{WNEUAN[ mmo STREETSCAPE FURNITURE LEGEND: lO BIKE RACK EF✓MXVE ELI CI Q LITTER RECEPTACLE Ie✓aP kNLO O FUNTER POT - TYPE A. B,&C W- 110 Q CIN STANDARD SENCi I4rrnvnH[.10 V BENCH SWNG lF✓O -L 1'0 TABLE ANO CHI 4B+D'A'xFR, x,l.cl.1 lJ SKEET L3.03 OT TREE GUAND(IIIFxNAI4xJ. 11 SxEEf1N r O MEETSCAPE COUNTERTOP p{NX IEJJ, (D VRRAEl'=INPING KIOSK 5I6M. ® POLE MDUNTED PUBLIC PARKING SIGN, IFF suFFT I.T-14 ® POLE MOUNTED WAYFINWNG NO r T ' P f I t P ii SOIL MIK TrP. J -TI 4R231).41RT .—. a a � E6 d ' STREETSCAPE MATERIALS LEGEND: 6- CONCRETE WALT _ 6" CONCRETE WALK, SPECIAL -TYPE1 _ G CONCRETE WALK SPEDAL- TYPE2 STRUCTURAL SUI!, EKTENTS, SEE SHEET L3A1 POROUS PAVEMENT, SEE SHEET L3.C2 l --I -! N^ CULCIRED CONCRIETE —Ell— EANC, SEESHFET Lao _ SPECIAL SURFACE TREATMENT !SAN DBLA5T FINISH!, PERSPETIFICATION CITY OF Monticello I535OdNrla NONVMaHODJ ROi NMDHSJ � 563H10 A U V3B V>II 1J3rOBd ZF NJ 078 P 140 TYP .155 i N� 1 TPP- w N I�1 I Q PUNTER PUTA PUNTER PDT'T aF PTER POTS PILLEDANDPUNTED UN PUNTER PDTC BYOYNFR f (SLNHS9)M.L33HISAb7VtaVO EF I 1 r T ' P f I t P ii SOIL MIK TrP. J -TI 4R231).41RT .—. a a � E6 d ' STREETSCAPE MATERIALS LEGEND: 6- CONCRETE WALT _ 6" CONCRETE WALK, SPECIAL -TYPE1 _ G CONCRETE WALK SPEDAL- TYPE2 STRUCTURAL SUI!, EKTENTS, SEE SHEET L3A1 POROUS PAVEMENT, SEE SHEET L3.C2 l --I -! N^ CULCIRED CONCRIETE —Ell— EANC, SEESHFET Lao _ SPECIAL SURFACE TREATMENT !SAN DBLA5T FINISH!, PERSPETIFICATION CITY OF Monticello • Full Depth Pavement Replacement • Addition of RRFB Pedestrian Crosswalk Systems at: • Otter Creek Road • Locust St. • Addition of Left Turn Lane and Median at Otter Creek Road • Replacement of Existing Perennial Median Areas with Turf Grass, Irrigation, and Trees • Spot Curb and Gutter and Sidewalk Replacement • Pedestrian Ramp Replacements CITY OF ��► Monticello BROADWAY- LOCUST TO PINE STREET RE DETOUR & CONSTRUCTION ACCESS LEGEND FULL ROAD CLOSURE BUSINESS ACCESS ROUTE WEST BREDGE PARK WEST BROADWAY STREET (CSAH 75) PRIMARY DETOUR ROUTE V a WEST BROADWAY STREET (CSAH 75) RIVER STREET SECONDARY DETOUR ROUTE DURING LOCUST INTERSECTION CONSTRUCTION w T � N _ 2 a WEST BROADWAY STREET (CSAH 75) i 3RD STREET . 4TH STREET -� I� . . ■ �I' ■ RIVER STREET 3RD STREET 4TH STREET TEMPORARY SIGNAL LC5C1,TI ON Broadway/TH 25 Sanitary Sewer Work • Full Closure of TH 25 overnight. • SB Detour— River to Locust to 4th Street. • NB Detour — 4th Street to Cedar to River Street. CITY OF �� Monticello Water Sewer County City State Engineering $355,256 $385,922 $2,805,727 $7,558,112 $382,440 $716,377 TOTAL COST ESTIMATE: $12,203,834 CITY OF �� Monticello June 2023 —City Council Approve Plans June/July 2023 — MnDOT Final Plan Review and Approvals Late July 2023 (Pending MnDOT Approval) —Open Bids Late July/Early August 2023 —Award Contract September -October 2023 — Begin Construction • Broadway Street and Sanitary Sewer on Walnut Street May 2024 —Construction Resumes September 2024—Substantial Completion CITY OF �� Monticello Questions , +kA Ifil DOWNTOWN I City Council Agenda: 6/26/2023 4B. Consideration of accepting the 2022 Annual Comprehensive Financial Report Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 6/26/2023 ® Regular Agenda Item Reviewed by: Approved by: Finance Manager City Clerk ACTION REQUESTED Motion to accept the 2022 Annual Comprehensive Financial Report as audited by Abdo. REFERENCE AND BACKGROUND A transparent organization trusted with responsibly managing public dollars, the City of Monticello is statutorily required to have an independent third party conduct an annual audit of its financial statements. Under the current five-year contract, Abdo conducted the City's audit for a second year, and issued an audit opinion on June 20, 2023. All finance department personnel, along with staff from other departments, contributed to the audit process. Last year, Monticello's 2021 Annual Comprehensive Financial Report (ACFR) received the Government Finance Officers Association's (GFOA) Certificate of Achievement for Excellence in Financial Reporting. This was the thirteenth time the city received the award, and the seventh time staff prepared the report in-house. The 2022 ACFR was once again prepared with the intent of submission to the GFOA for grading and comment. Additionally, the ACFR format allows credit rating firms to compare the city's financial position with other cities. Such comparison could lead to a better bond rating. Bonnie Schwieger, Senior Manager at Abdo, will present a summary of the highlights of the City's 2022 audit, which received an unmodified ("clean") audit opinion, and which does not include any findings related to internal controls over financial reporting or compliance with Minnesota state statutes. The 2019 through 2021 ACFRs were also clear of any findings. Information presented at the council meeting will be available online at the city's website under Your Government > Departments > Finance > Finance Documents. Budget Impact: None. II. Staff Impact: While the preparation of financial statements and the audit of the financial statements is a significant time commitment, approval of the report has no direct staff impact. III. Comprehensive Plan Impact: N/A City Council Agenda: 6/26/2023 STAFF RECOMMENDED ACTION City staff recommends accepting the 2022 Annual Comprehensive Financial Report as audited by Abdo. The City's ACFR must be submitted to the Office of the State Auditor (OSA) by June 30 each year. SUPPORTING DATA A. 2022 Annual Comprehensive Financial Report B. 2022 Other Required Reports C. Executive Governance Summary ��,`-Is ..,`,t 'r'-. 'fir- ,y. - � '� •�� , + , •.t ���+;��;�:.r"'. ._ 1 5 � t � �:.: ��' 111 e-" � 'ai+.� ' altti� ` • V `+ .yr��-; ' r _ • i• y'' ✓.'.� .,s•n,•w,1-�.r •:•�. ti"~ ' _ 'a•tarr I�' '��`" fi r R � JI [ 4 x � � , ►v � �l�\t s. t�W.' � �" ei��� `�+~ J r ` . "r• i . • [ ai` fir. a:[l��f + ��..t. �'ii M� r. •T%'t ��� •. '+,:,• � � ' , • • -. •,� , ' ', �. � .o '\ � 1. � ` •i• `i �' :.r� 1�'. `s.1 - , _ ., + .` _•'. .�t `i «. `'.7: ar �.e. - •t. i i• rlr• r- . r, .. .• • ; • • ,. • +. 'fir` -.!•.1,y, 1:�'s ' � ois''r�j �i \ a t .. 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' �, . , ♦. • * - .:mow a a •` " - �}t.. try"1 �," r'. r♦ fi.N,`eJ1IZ``,j� • ` City of Monticello Wright County, Minnesota Annual Comprehensive Financial Report FOR THE YEAR ENDED DECEMBER 31, 2022 Prepared by THE FINANCE DEPARTMENT Sarah Rathlisberger, Finance Director • Liz Lindrud, Senior Accountant Julie Cheney, Finance Assistant • Cheri Butler, Payroll Clerk Debbie Gulbrandson, Finance Clerk • Pat Kovich, Utility Billing Specialist CITY OFMONTICELLO Financial Statements Table of Contents December 31, 2021 INTRODUCTORY SECTION Page Letter of Transmittal 1 GFOA Certificate of Achievement for Excellence in Financial Reporting 4 Organization Chart 5 Directory of Officials 6 FINANCIAL SECTION Independent Auditor's Report 8 Management's Discussion and Analysis 13 Basic Financial Statements Government -wide Financial Statements Statement of Net Position 22 Statement of Activities 23 Fund Financial Statements Balance Sheet - Governmental Funds 25 Reconciliation of the Governmental Funds Balance Sheet to the Statement of Net Position 26 Statement of Revenues, Expenditures and Changes in Fund Balance - Governmental Funds 27 Reconciliation of the Statement of Revenues, Expenditures and Changes in Fund Balances of Governmental Funds to the Statement of Activities 28 Statement of Net Position - Proprietary Funds 29 Statement of Revenues, Expenses and Changes in Net Position - Proprietary Funds 31 Statement of Cash Flows - Proprietary Funds 33 Notes to the Financial Statements 35 Required Supplementary Information Schedule of Employer's Share and Non -Employer Proportionate Share of Net Pension Liability - Public Employees Retirement Association 65 Schedule of Employer's Pension Contibutions - Public Employees Retirement Association 65 Schedule of Changes in the Fire Relief Association's Net Pension Liability (Asset) and Related Ratios 66 Schedule of Employer's Pension Contributions - Monticello Fire Department Relief Association 66 Schedule of Changes in the City's Total OPEB Liability and Related Ratios 67 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - General Fund 68 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Community Center Fund 69 Notes to the Required Supplementry Information 70 Combining and Individual Fund Financial Statements and Schedules Nonmajor Governmental Funds Combining Balance Sheet 76 Combining Statement of Revenues, Expenditures and Changes in Fund Balance 77 Internal Service Funds Combining Statement of Net Position 80 Combining Statement of Revenues, Expenses and Changes in Net Position 81 Combining Statement of Cash Flows 82 Other Supplementry Schedules Schedule of Revenues (Sources) and Expenditures (Uses) - General Fund 84 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Small Cities 86 Development Program Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Cemetery Fund 87 Schedule of Assets, Liabilities, Deferred Inflows of Resources and Fund Balances - Debt Service Activities 88 Schedule of Revenues, Expenditures and Other Financing Sources (Uses) - Debt Service Activities 89 Balance Sheet/Statement of Net Position - Discretely Presented Component Unit - Economic Development Authority 91 Schedule of Revenues, Expenditures and Other Financing Uses - Discretely Presented Component Unit - Economic Development Authority 93 (continued) I Financial Statements Table of Contents December 31, 2021 (continued) STATISTICAL SECTION Financial trends Net Position by Component - Last Ten Fiscal Years Changes in Net Position - Last Ten Fiscal years General Governmental Tax Revenues by Source - Last Ten Fiscal Years Fund Balances of Governmental Funds - Last Ten Fiscal Years Changes in Fund Balances of Governmental Funds - Last Ten Fiscal Years Governmental Funds Tax Revenues by Source - Last Ten Fiscal Years Revenue capacity Tax Capacity Value and Estimated Market Value of Taxable Property - Last Ten Fiscal Years Property Tax Rates - All Direct and Overlapping Governments - Last Ten Fiscal Years Property Tax Levies and Collections - Last Ten Fiscal Years Principal Property Taxpayers - Current Year and Nine Years Ago New Construction and Bank Deposits - Last Ten Fiscal Years Water Sold by Customer Type - Last Ten Fiscal Years Water and Sewage Utility Rates - Last Ten Fiscal Years Debt capacity Ratios of Outstanding Debt by Type - Last Ten Fiscal Years Ratios of Net General Obligation Bonded Debt Outstanding - Last Ten Fiscal Years Legal Debt Margin Information - Last Ten Fiscal Years Computation of Direct and Overlapping Debt - As of December 31, 2020 Schedule of General Obligation Revenue Bond Coverage - Last Ten Fiscal Years Economic and demographic information Demographic and Economic Statistics - Last Ten Fiscal Years Principal Employers - Current Year and Nine Years Ago Operating information City Government Employees by Function/Program - Last Ten Fiscal Years Operating Indicators by Function - Last Ten Fiscal Years Capital Assets Statistics by Function - Last Ten Fiscal Years Schedule of Cash Flows Adjusted for Additional City Funding of Fiber Optics Fund -Last CITY OFMONTICELLO 95 96 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 119 Seven Fiscal Years 120 u _ r u J 1 - 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Y ..�, Y,,,�, ji � .. %j' ��% . ' :'�`X✓� t �r.Ci�J� '�r v J '� - r i . J t � �J'S .vr'1 if .,'� ♦ � i. �r�.r -C/ 1 _ y r� rt r-.. , - �._. aj r r rY i ,S •x i�3 �` I ♦ f I`�� �i * �� • f• � � s7�=�.YV 1 �sf• �+lr r ';ic�,•; a �r �L�'. OI1 1C� U C I I Y 01 A50ontilk"I-VAICL. o June 20, 2023 To the Honorable Mayor, Members of the City Council, and the Residents of the City of Monticello: The city is pleased to present the Annual Comprehensive Financial Report (ACFR) of the City of Monticello, Minnesota (the city) for the fiscal year ended December 31, 2022. Responsibility for both the accuracy of the data and the completeness and fairness of the presentation, including all disclosures, rests with the city. To the best of our knowledge and belief, the enclosed data is accurate, in all material respects, and is reported in a manner designed to present fairly the financial position and results of operations of the various funds of the city. All disclosures necessary to enable the reader to gain an understanding of the city's financial activities have been included. The city's ACFR has been audited by Abdo, a firm of licensed certified public accountants. The goal of the independent audit is to provide reasonable assurance that the financial statements of the city for the fiscal year ended December 31, 2022, are free of material misstatements. The independent audit involved examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements, assessing the accounting principles used and significant estimates made by management, and evaluating the overall financial statement presentation. The independent auditor concluded, based upon the audit, that there was a reasonable basis for rendering an unmodified opinion that the city's financial statements for the fiscal year ended December 31, 2022 are fairly presented in conformity with accounting principles generally accepted in the United States of America. The independent auditor's report is presented as the first component of the financial section of this report. The preparation of this ACFR is a requirement of state law. Also, the ACFR is required by bond rating agencies before they will rate the city's bonds. The report can be used by the city council and residents of the city to gain a better understanding of the financial condition of the city. Accounting principles generally accepted in the United States of America require that management provide a narrative introduction, overview, and analysis to accompany the basic financial statements in the form of Management's Discussion and Analysis (MD&A). This letter of transmittal is designed to complement the MD&A and should be read in conjunction with it. The city's MD&A can be found immediately following the independent auditor's report. PROFILE OF THE CITY The city is situated in a prime location on Interstate 94 between the cities of Minneapolis/St. Paul and St. Cloud. The city has experienced remarkable growth within the last 10 years in the residential, commercial, office, and retail sectors. The city is a freestanding urban fringe community encompassing approximately 6,000 acres and a population of 14,619. The city is home to one of Minnesota's two nuclear power plants, both owned by Xcel Energy, Inc. (NYSE: XEL). With a small carbon footprint, the Xcel plant is also the city's largest property taxpayer and the second largest employer. Additionally, Monticello's business friendly environment provides a home for Cargill Kitchen Solutions. The privately -owned, agri-giant is the city's largest customer of water and sewer utility services. The city was founded by second -generation Americans who migrated west in the mid -1800s. Early settlers found the gently sloping banks and shallow levels of the Mississippi River made a logical place for a river crossing. Incorporated in 1856, the city grew quickly during the early settlement years and then levelled off to a population of about 1,300. It was this original settlement that became the core city and survives today as downtown Monticello. The city is categorized as a 501(a) entity by IRS Code and operates under the "Optional Plan A" form of government as defined in Minnesota Statutes. Under this plan, the government of the city is directed by a city council composed of an elected mayor and four elected city council members. The city council exercises legislative authority and determines all matters of policy. The city council appoints personnel responsible for the proper administration of all affairs relating to the city. Council members serve four-year terms, with two members elected every two years. The mayor is elected for a two-year term. The mayor and members of the city council are elected at large. The city provides a full range of services: the construction and maintenance of streets and other infrastructure; snow removal; park and cemetery maintenance; recreational and cultural activities; water, sewer, stormwater, and residential garbage and recycling systems; community development, building inspection, planning, police, fire, liquor store, and deputy registrar operations; a city -run fiber optic system and community center; and general government operations, including administration, finance/accounting, human resources, information systems, and general government buildings. The city council is required to adopt a final budget by late December for the subsequent year. The budget is prepared by fund, function (e.g. public works), and department (e.g. streets and alleys). Transfers of appropriations between funds require the approval of the city council. The legal level of budgetary control is the department level in the General Fund and fund level in all other funds. Budget amendments require city council approval. FINANCIAL PLANNING AND THE LOCAL ECONOMY The city is in line for continued growth. The location on Interstate 94 is a catalyst for interest from developers to build in the city. Several residential neighborhoods and multi -family dwellings are under construction with more on the horizon. The nuclear power plant provides the city with a relatively stable tax and employment base, although year-to-year valuations of the nuclear plant can cause tax shifts between property tax types. During the economic downturn, the city lost very few of its local businesses, although some reduced their workforce and scaled back operations. New commercial development came to a virtual standstill, however, interest in the commercial sector to expand or relocate to Monticello is increasing. The economy and housing market have also affected city revenues for building permits. The city issued 659 building permits in 2013 with a total valuation of $15,821,223. In 2022, the city issued 909 permits with a total valuation of $41,989,848, nearing the activity in the early 2000s. Due to the nuclear plant and local development, the city does not rely on the state as a major funding source (LGA), so the city's finances are relatively insulated from the state's budget impacts. In addition, the city has budgeted conservatively over the years, resulting in very modest growth in the property tax levy. To assist external stakeholders, the city is continuously exploring various ways to better represent its financial position. Other initiatives include implementing a proposed future local option sales tax, obtaining increased amounts of state and federal funding, evaluating expenses shared across departments for proper allocation, and aggregating similar costs for distribution as single amounts to each budget unit. Further, staff continue to refine the chart of accounts with the goal of providing better information to decision makers. MAJOR INITIATIVES The city has several major ongoing initiatives in 2022. The first ongoing initiative is the revitalization of its historic downtown. The downtown is the oldest part of the city, and many buildings need maintenance or demolition. In addition, the amount of traffic on State Highway 25 and County Road 75 makes it difficult for both vehicle and pedestrian traffic to move from one area of the downtown to another. The city's goal is to make the downtown area a vibrant shopping and resident destination once again, which is driven by the Embracing Downtown Monticello initiative and 2017 Downtown Small Area Plan. Several properties were acquired by the Monticello Economic Development Authority (EDA), which were platted and sold to a developer in 2022. The challenge moving forward will be the implementation of the plan and creating additional development opportunities within the downtown area for new and existing businesses. The city's Monti:2040 Comprehensive Plan, completed in 2020, includes downtown revitalization as a priority focus through 2040. The Downtown Pedestrian and Roadway Improvements project is budgeted for 2023. The second major focus of the City Council is the construction of a new Public Works Facility, as the current location was built in the 1970s and would need significant maintenance to continue supporting operations. Land was purchased in 2021 for the new site, and an architect was hired in 2022. Design will continue in 2023 with construction expected in 2024 and 2025. Third, the City Council identified the Pointes at Cedar development area, a 100 -acre site in the middle of the city, as a prime area for growth, which will aid in lessening the impacts of a future Xcel plant decommissioning. While Xcel's preferred scenario is to extend the licensure of the Monticello plant past its 2 current expiration in 2030, re-licensure is an extensive process, and the city realizes that planning for the future needs to happen today. The fourth ongoing initiative is the joint operation with Wright County of Bertram Chain of Lakes properties. The 1,258-acre site includes four pristine lakes and woodlands, which, when developed, will become a regional park. Wright County and the city obtained matching grants from the state to purchase much of the acreage in the park. Construction of phase 1 of park improvements was completed in 2021. Safety improvements to accessibility is budgeted for 2023. INTERNAL CONTROL The management of the city is responsible for establishing and maintaining a system of internal controls designed to ensure that the assets of the city are protected from loss, theft, or misuse and that adequate and accurate accounting data is compiled to allow for the preparation of financial statements in conformity with accounting principles generally accepted in the United States of America. The city's internal controls are designed to provide reasonable, but not absolute assurance that these objectives are met. The concept of reasonable assurance recognizes that: 1) the cost of a control should not exceed the benefits likely to be derived, and 2) the valuation of cost and benefit requires estimates and judgments by management. The city's internal controls are subject to periodic evaluation by management and the finance department staff of the city. Management assumes full responsibility for the completeness and reliability of the information contained in this report, based upon a comprehensive framework of internal control that it has established for this purpose. BUDGETING CONTROLS The city maintains budgetary controls to assure compliance with legal provisions embodied in the annual appropriated budget approved by the city council. The activities of the General Fund are included in the annual appropriated budget. The level of budgetary control (that is, the level at which expenditures cannot legally exceed the appropriated amount) is established by department within the General Fund. The city council also adopts a ten-year Capital Improvement Plan as a financial planning document for major purchases. As demonstrated by the statements and schedules included in the financial section of this report, the city continues to meet its responsibility for sound financial management. ACKNOWLEDGEMENTS The Government Finance Officers Association of the United States and Canada (GFOA) awarded a Certificate of Achievement for Excellence in Financial Reporting to the city for its ACFR for the fiscal year ended December 31, 2021. This was the twelfth year that the city has achieved this prestigious award. To be awarded a Certificate of Achievement, the city had to publish an easily readable and efficiently organized ACFR. This report must satisfy both accounting principles generally accepted in the United States of America and applicable legal requirements. A Certificate of Achievement is valid for a period of one year only. The city believes our current ACFR continues to meet the Certificate of Achievement Program's requirements, and the city is submitting it to the GFOA to determine its eligibility for the award. The 2022 ACFR meets the highest professional standards and was prepared in a timely and cost-effective manner. The preparation of this report would not have been possible without the efficient and dedicated service of the entire staff of the finance department, other city department heads, and through the helpful guidance and assistance from our auditing firm, MMKR. City management expresses our appreciation to all parties who assisted and contributed to the preparation of this report. Credit also must be given to the mayor and city council for their unfailing support for maintaining the highest standards of professionalism in the management of the city's finances. Respectfully submitted, SalOL lccl� Sarah Rathlisberger Finance Director The Government Finance Officers Association of the United States and Canada (GFOA) awarded a Certificate for Excellence in Financial Reporting to the City of Monticello, Minnesota for its Annual Comprehensive Financial Report for the fiscal year ended December 31, 2021. The Certificate of Achievement is a prestigious national award recognizing conformance with the highest standards for preparation of state and local government reports. To be awarded a Certificate of Achievement, a governmental unit must publish an easily readable and efficiently organized Annual Comprehensive Financial Report, whose contents conform to program standards. Such reports must satisfy both generally accepted accounting principles and applicable legal requirements. A Certificate of Achievement is valid for a period of one year only. We believe our current report continues to conform to Certificate of Achievement program requirements, and we are submitting it to the GFOA. Government Finance Officers Association Certificate of Achievement for Excellence in Financial Reporting Presented to City of Monticello Minnesota For its Annual Comprehensive Financial Report For the Fiscal Year Ended December 31, 2021 Executive Director 4 777", City Counci 7-:7 Position MAYOR & CITY COUNCIL Term Expires Name Mayor...................................................................................... Lloyd Hilgart 12/31/2024 Council ....................................................................................... Lee Martie 12/31/2024 Council .................................................................................... Sam Murdoff 12/31/2024 Council .............................................................................. Charlotte Gabler 12/31/2026 Council ....................................................................................... Tracy Hinz 12/31/2026 CITY STAFF City Administrator........................................................................................ Rachel Leonard Public Works Director/City Engineer............................................................... Matt Leonard Finance Director....................................................................................Sarah Rathlisberger Community Development Director.......................................................... Angela Schumann Parks, Arts & Recreation Director..................................................................... Tom Pawelk City Clerk................................................................................ .... Jennifer Schreiber FinanceManager................................................................................................ Liz Lindrud Human Resource Manager............................................................................... Tracy Ergen Communications & Marketing Specialist.......................................................... Haley Foster Street Superintendent......................................................................................Mike Haaland Parks Superintendent....................................................:............................Josh Berthiaume Utilities Superintendent......................................................................................... Mat Stang Facilities Maintenance Manager...................................................................... Jerry Hanson Deputy Registrar Manager......................................................................... Carolyn Granger Liquor Store Manager................................................................................. Randall Johnsen Economic Development Manager.......................................................................Jim Thares Chief Building Official............................................................................ Ron Hackenmueller FireChief..........................................................................................................Mike Mossey PROFESSIONAL SERVICES Law Enforcement................................................................... Wright County Sheriff's Office City Attorney................................................................................... Campbell Knutson, P.A. City Planning Consultant ................................................Northwest Associated Consultants Financial Advisor........................................................................... Northland Securities, Inc Fibernet Management Services.................................................................................. Arvig 9 FINANCIAL SECTION 1. 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AFI#A'&Rfk INDEPENDENT AUDITOR'S REPORT Honorable Mayor and City Council City of Monticello, Minnesota Opinions AbdoSolutions.com We have audited the accompanying financial statements of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), as of and for the year ended December 31, 2022, and the related notes to the financial statements, which collectively comprise the City's basic financial statements as listed in the table of contents. In our opinion, the financial statements referred to above present fairly, in all material respects, the respective financial position of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City as of December 31, 2022, and the respective changes in financial position and, where applicable, cash flows thereof for the year then ended in accordance with accounting principles generally accepted in the United States of America. Basis for Opinions We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States. Our responsibilities under those standards are further described in the Auditor's Responsibilities for the Audit of the Financial Statements section of our report. We are required to be independent of the City to meet our other ethical responsibilities, in accordance with the relevant ethical requirements relating to our audit. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions. Responsibilities of Management for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. In preparing the financial statements, management is required to evaluate whether there are conditions or events, considered in the aggregate, that raise substantial doubt about the City's ability to continue as a going concern for twelve months beyond the financial statement date, including any currently known information that may raise substantial doubt shortly thereafter. Auditor's Responsibilities for the Audit of the Financial Statements Our objectives are to obtain reasonable assurance about whether the financial statements as a whole are free from material misstatement, whether due to fraud or error, and to issue an auditor's report that includes our opinions. Reasonable assurance is a high level of assurance but is not absolute assurance and therefore is not a guarantee that an audit conducted in accordance with generally accepted auditing standards and Government Auditing Standards will always detect a material misstatement when it exists. The risk of not detecting a material misstatement resulting from fraud is higher than for one resulting from error, as fraud may involve collusion, forgery, intentional omissions, misrepresentations, or the override of internal control. Misstatements are considered material if there is a substantial likelihood that, individually or in the aggregate, they would influence the judgment made by a reasonable user based on the financial statements. Lighting the path forward 8 In performing an audit in accordance with generally accepted auditing standards and Government Auditing Standards, we: • Exercise professional judgment and maintain professional skepticism throughout the audit. • Identify and assess the risks of material misstatement of the financial statements, whether due to fraud or error, and design and perform audit procedures responsive to those risks. Such procedures include examining, on a test basis, evidence regarding the amounts and disclosures in the financial statements. • Obtain an understanding of internal control relevant to the audit in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, no such opinion is expressed. • Evaluate the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluate the overall presentation of the financial statements. • Conclude whether, in our judgment, there are conditions or events, considered in the aggregate, that raise substantial doubt about the City's ability to continue as a going concern for a reasonable period of time. We are required to communicate with those charged with governance regarding, among other matters, the planned scope and timing of the audit, significant audit findings, and certain internal control -related matters that we identified during the audit. Change in Accounting Principle As described in Note 7 to the financial statements, the City adopted the provisions of Governmental Accounting Standard Board (GASB) Statement No. 87, Leases, for the year ended December 31, 2022. Adoption of the provisions of these statements results in significant change to the classifications of the components of the financial statements. Our opinion is not modified with respect to this matter. Required Supplementary Information Accounting principles generally accepted in the United States of America require that the Management's Discussion and Analysis starting on page 13 and the required supplementary information (RSI), as listed in the table of contents, starting on page 65 be presented to supplement the basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the RSI in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. Supplementary Information Our audit was conducted for the purpose of forming opinions on the financial statements that collectively comprise the City's basic financial statements. The combining and individual fund financial statements and schedules are presented for purposes of additional analysis and are not a required part of the basic financial statements. Such information is the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the basic financial statements. The information has been subjected to the auditing procedures applied in the audit of the basic financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the basic financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, combining and individual fund financial statements and schedules are fairly stated, in all material respects, in relation to the basic financial statements as a whole. Abdo Solutions.com Other Information Management is responsible for the other information included in the annual report. The other information comprises the introductory and statistical sections but does not include the basic financial statements and our auditor's report thereon. Our opinions on the basic financial statements do not cover the other information, and we do not express an opinion or any form of assurance thereon. In connection with our audit of the basic financial statements, our responsibility is to read the other information and consider whether a material inconsistency exists between the other information and the basic financial statements, or the other information otherwise appears to be materially misstated. If, based on the work performed, we conclude that an uncorrected material misstatement of the other information exists, we are required to describe it in our report. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have also issued our report dated June 20, 2023, on our consideration of the City's internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements and other matters. The purpose of that report is solely to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City's internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control over financial reporting and compliance. lb -00 Abdo Minneapolis, Minnesota June 20, 2023 AbdoSolutionsxom 10 � Monticello (This page left blank intentionally) 11 'A01A[!'12LTA I2O1Y.711WIN 11►11[• Ji J+r tiF' `'a s .s ;p�r� -..- �[a.^l•1�reL f. ww ��, ^tom . f •, �. `� �.,r:.ty�' s. tia•!"r � •.c tilt' - J. :-.. +10 r' -� • . � + vi Jt' fl •.1�c �j ���.'� �'"• � ��" ���' ��F' ,' �6., • r• „r�A� f �•M'A �+urct„�r,.r�, _ _ _ � �._ ” f ; „_. ,PST' a<' Map- 4c .. '" ` `' `'.� Y�v...,1�:'�.:=•w`; f:: .� :': i '`.1: '�* fir-.-, t � ~ - , tit ' � i ~��' �'►:-i: RAZ �'sr�":�Z a• b-4 j - _ .. - �. ' ELL .rte t lxy /-i,.r f. •. t ,f .J IF . ,, pt', 9i'Y' .iS� �__y . y'ti.. ,. � J � � + 1 • , Y `y\� � ! 1' i`( �� , - � 1 C'ITV COIF _ 1 � a Management's Discussion and Analysis As management of the City of Monticello, Minnesota (the city), we offer readers of the city's financial statements this narrative overview and analysis of the financial activities of the city for the fiscal year ended December 31, 2022. We encourage readers to consider the information presented here in conjunction with additional information that we have furnished in our letter of transmittal, which can be found starting on page 1 of this report. Financial Highlights • The assets and deferred outflows of resources of the city exceeded its liabilities and deferred inflows of resources at year-end by $142,581,457 (net position). Of this amount, $47,609,546 (unrestricted net position) may be used to meet the city's ongoing obligations to citizens and creditors. • As of the close of the current fiscal year, the city's governmental funds reported combined ending fund balances of $22,917,518, a decrease of $369,458, or 1.6%. Nonspendable, restricted, and assigned uses of fund balance totaled $15,988,252, leaving an unassigned fund balance of $6,929,266 which is $447,330, or 6.9%, higher than the 2021 ending unassigned balance. • At the end of the current fiscal year, unassigned fund balance for the General Fund was $6,929,266, or 65.7%, of total General Fund expenditures for 2022. It is the city's policy to have an ending General Fund balance at 60-75% of the following year's expenditure budget, which provides a reserve for cash flow during the first six months of each subsequent year until property tax receipts are distributed by the county to the local levels of government. Additionally, this reserve threshold provides temporary financing for unforeseen emergencies. • In 2022, government -wide capital assets decreased by $2,016,599. Governmental activities included the 2022 street project and the completion of the new restroom at Ellison Park. Parks, public works, fire, and the building department purchased new vehicles and equipment. Other new additions were the installation of security cameras and the library roof replacement. • The city's total long-term bonded indebtedness decreased by $2,681,000, or 11.0%, in 2022. Principal payments of $2,681,000 were paid in 2022. They city did not issue any new bonds in 2022. Overview of the Basic Financial Statements The discussion and analysis are intended to serve as an introduction to the city's basic financial statements. The city's basic financial statements are comprised of three components: 1) government -wide financial statements, 2) fund financial statements, and 3) notes to the financial statements. This report also contains other supplementary information in addition to the basic financial statements themselves. COMPONENTS OF THE ANNUAL COMPREHENSIVE FINANCIAL REPORT Management's Basic Required Discussion and Financial Supplementary Analysis Statements Information Government -Wide Fund Notes to the Financial Financial Financial Statements Statements Statements �- 13 Government -Wide Financial Statements — The government -wide financial statements are designed to provide readers with a broad overview of the city's finances, in a manner like private sector businesses. The Statement of Net Position presents information on all the city's assets and deferred outflows of resources, and liabilities and deferred inflows of resources, with the difference reported as net position. Over time, increases or decreases in net position may serve as a useful indicator of whether the financial position of the city is improving or deteriorating. The Statement of Activities presents information showing how the city's net position changed during the most recent fiscal year. All changes in net position are reported as soon as the underlying event giving rise to the change occurs, regardless of the timing of related cash flows. Thus, revenues and expenses are reported in this statement for some items that will only result in cash flows in future fiscal periods (delinquent taxes and special assessments, for example). Both government -wide financial statements distinguish functions of the city that are principally supported by taxes and intergovernmental revenue (governmental activities) from other functions that are intended to recover all or a significant portion of their costs through user fees and charges (business -type activities). The governmental activities provided by the city include general government, public safety, public works, sanitation, recreation and culture, economic development and interest and fiscal charges. Business -type activities include the water, sewer, stormwater, liquor, fiber optics, and deputy registrar enterprises. The government -wide financial statements include not only the city itself (known as the primary government), but also the Economic Development Authority (EDA). The EDA is a legally separate entity which provides redevelopment and other economic development assistance through the administration of various programs. Financial information for this component unit is discretely presented in the government -wide financial statements. The government - wide financial statements can be found starting on page 22 of this report. Fund Financial Statements —A fund is a grouping of related accounts that is used to maintain control over resources that have been segregated for specific activities or objectives. The city, like other state and local governments, uses fund accounting to ensure and demonstrate compliance with finance -related legal requirements. These statements focus on individual parts of the city government, reporting the city's operations in more detail than the government - wide statements. All the city's funds can be divided into two categories: governmental funds and proprietary funds. Governmental Funds — Governmental funds are used to account for essentially the same functions reported as governmental activities in the government -wide financial statements. However, unlike the government -wide financial statements, governmental fund financial statements focus on near-term inflows and outflows of spendable resources, as well as the balances of spendable resources available at the end of the fiscal year. Such information may be useful in evaluating a government's near-term financing requirements. Because the focus of governmental funds is narrower than that of the government -wide financial statements, it is useful to compare the information presented for governmental funds with similar information presented for governmental activities in the government -wide financial statements. By doing so, readers may better understand the long-term impact of the government's near-term financing decisions. Both the governmental funds Balance Sheet and Statement of Revenue, Expenditures and Changes in Fund Balances provide a reconciliation to facilitate the comparison between governmental funds and governmental activities. The city maintains several individual governmental funds. Information is presented separately in the governmental funds Balance Sheet and in the governmental funds Statement of Revenue, Expenditures and Changes in Fund Balance for the General Fund, Community Center (special revenue) Fund, Debt Service Fund, and Capital Projects Fund, all of which are major funds. Data from the remaining governmental funds are combined into a single, aggregated presentation. Individual fund data for each of these nonmajor governmental funds is provided in the form of combining statements or schedules elsewhere in this report. The city adopts an annual budget for its General Fund and special revenue funds. A budgetary comparison schedule has been provided within the required supplementary information for the General Fund and Community Center Fund to demonstrate compliance with the adopted budgets. The governmental fund financial statements can be found starting on page 24 of this report. Proprietary Funds — The city maintains two distinct types of proprietary funds. Enterprise funds are used to report the same functions presented as business -type activities in the government -wide financial statements. The city maintains six enterprise funds which are used to account for its water, sewer, and stormwater services, municipal liquor store sales, fiber optics network, and deputy registrar. Internal service funds are an accounting device used to accumulate and allocate costs internally among the city's various functions. The city uses internal service funds to account for benefit accruals, central equipment acquisitions, information technology (IT) services, and facilities maintenance. Because these internal service fund activities predominantly benefit governmental rather than business -type functions, they have been included within governmental activities in the government -wide financial statements. 14 Proprietary funds provide the same type of information as the government -wide financial statements, only in more detail. The proprietary fund financial statements provide separate information for each of the enterprise operations. The internal service funds are combined into a single, aggregated presentation in the proprietary fund financial statements. Individual fund data for the internal service funds is provided in the form of combining statements elsewhere in this report. The proprietary fund financial statements can be found starting on page 29 of this report. Notes to Basic Financial Statements — The notes to basic financial statements provide additional information that is essential to obtaining a full understanding of the data provided in the government -wide and fund financial statements. The notes to the basic financial statements can be found starting on page 35 of this report. Required Supplementary Information. In addition to the basic financial statements and accompanying notes, this report also presents certain required supplementary information concerning the City of Monticello's share of net pension liabilities (assets) for defined benefit plans, schedules of contributions, and progress in funding its obligation to provide pension and other postemployment benefits to its employees. Required supplementary information can be found starting on page 65 of this report. Other Information —Combining and individual fund financial statements and schedules for nonmajor governmental funds, internal service funds, and other supplementary schedules are presented immediately following the required supplemental information. Combining and individual fund statements and schedules can be found starting on page 76. GOVERNMENT -WIDE FINANCIAL ANALYSIS NET POSITION Governmental Activities Business -Type Activities 2022 2021 2022 2021 Total 2022 2021 Current and other assets $ 32,226,452 $ 32,081,346 $ 27,571,905 $ 23,156,505 $ 59,798,357 $ 55,237,851 Capital assets 71,967,819 72,687,931 41,944,998 43,241,485 113,912,817 115,929,416 Total assets 104,194,271 104,769,277 69,516,903 66,397,990 173,711,174 171,167,267 Deferred outflows of resources 1,415,999 1,397,817 504,058 465,507 1,920,057 1,863,324 Long-term liabilities 22,682,238 23,513,828 4,549,652 3,922,878 27,231,890 27,436,706 Other liabilities 2,388,747 1,853,526 1,010,987 595,714 3,399,734 2,449,240 Total liabilities 25,070,985 25,367,354 5,560,639 4,518,592 30,631,624 29,885,946 Deferred inflows of resources 1,730,675 3,309,992 687,475 626,214 2,418,150 3,936,206 Net position Net investment in capital assets 52,824,487 52,035,838 38,793,527 40,089,758 91,618,014 92,125,596 Restricted 3,353,897 4,010,180 - - 3,353,897 4,010,180 Unrestricted 22,630,226 21,443,730 24,979,320 21,628,933 47,609,546 43,072,663 Total net position $ 78,808,610 $ 77,489,748 $ 63,772,847 $ 61,718,691 $ 142,581,457 $ 139,208,439 By the far the largest portion of the city's net position (64.3%) reflects investment in capital assets (e.g., land, buildings, structures, systems, machinery, equipment, infrastructure, and intangible assets), net of any related debt used to acquire those assets that is still outstanding. The city uses assets to provide services to citizens; consequently, these assets are not available for future spending. Although the city's investment in capital assets is reported net of related debt, it should be noted that resources needed to repay this debt must be provided from other sources since capital assets themselves cannot be used to liquidate these liabilities. A small portion of the city's net position (2.4%) represents resources that are subject to external restrictions on how they can be used. The remaining unrestricted net position of $47,609,546 may be used to meet the ongoing obligations to citizens and creditors. The unrestricted governmental activities net position increased $1,186,496 (5.5%), and business -type activities unrestricted net position increased $3,350,387 (15.5%). The government -wide total unrestricted net position increased $4,536,883 (10.5%) reflecting revenues exceeding conservative budgeted estimates and expenditures below liberal estimates. The $720,112 (1.0%) decrease in governmental activities capital assets is reflective of depreciation and disposals exceeding capital asset purchases and reinvestment. Business -type capital assets decreased $1,296,487 (3.0%) due to depreciation more than additions. Total net investment in capital assets, which is capital assets less related debt, decreased because capital asset acquisitions less the amount of debt borrowed to acquire assets exceeded capital asset disposals and depreciation. 15 CHANGE IN NET POSITION Governmental Activities 2022 2021 Business -Type Activities 2022 2021 Total 2022 2021 Revenues Program revenues Charges for seances $ 4,330,832 $ 3,819,070 $ 15,489,232 $ 14,821,453 $ 19,820,064 $ 18,640,523 Operating grants and contributions 1,192,748 1,539,082 297,608 95,601 1,490,356 1,634,683 Capital grants and contributions 1,529,488 3,314,487 1,522,921 1,842,947 3,052,409 5,157,434 General revenues Property taxes 11,456,764 11,180,595 - - 11,456,764 11,180,595 Tax increments - - - - - - Franchise taxes 388,074 383,045 53,000 53,942 441,074 436,987 Unrestricted grants and aids - - - - - - Unrestricted investment earnings (915,858) (168,603) (817,755) (101,693) (1,733,613) (270,296) Gain on sale of assets - 271,840 - 271,840 Total revenues 17, 982, 048 20, 339, 516 16, 545, 006 16, 712, 250 34, 527, 054 37, 051, 766 Expenses General government 2,798,491 2,604,600 - - 2,798,491 2,604,600 Public safety 3,168,835 3,089,673 - - 3,168,835 3,089,673 Public works 5,556,590 4,833,405 - - 5,556,590 4,833,405 Sanitation 784,052 754,132 - - 784,052 754,132 Recreation and culture 3,874,315 3,190,466 - - 3,874,315 3,190,466 Economic development - - - - - - Interest and fiscal charges 480,903 660,352 - - 480,903 660,352 Water - - 1,348,348 1,265,578 1,348,348 1,265,578 Sewer 3,232,878 3,048,580 3,232,878 3, 048,580 Stormwater 797,995 732,851 797,995 732,851 Liquor 6,320,611 6,117,772 6,320,611 6,117,772 Fiber optics 2,005,196 2,081,312 2,005,196 2,081,312 Deputy registrar - - 785,822 596,933 785,822 596,933 Total expenses 16,663,186 15,132,628 14,490,850 13,843,026 31,154,036 28,975,654 Increase in net position before transfers 1,318,862 5,206,888 2, 054,156 2,869,224 3,373,018 8,076,112 Transfers - (200,000) - 200,000 - - Change in net position 1,318,862 5,006,888 2,054,156 3,069,224 3,373,018 8,076,112 Net position, January 1, as previously reported 77,489,748 78,950,000 61,718,691 58,649,467 139,208,439 137,599,467 Reclassification of component unit - (6,467,140) - - - (6,467,140) Net position, January 1 77,489,748 72,482,860 61,718,691 58,649,467 139,208,439 131,132,327 Net position, December 31 $ 78, 808, 610 $ 77,489, 748 $ 63, 772, 847 $ 61, 718, 691 $ 142, 581, 457 $ 139, 208, 439 Governmental Activities. The most significant revenue source for governmental activities is property taxes at 60.6% of total revenues. Property taxes support the General, Community Center, Capital Project, and Debt Service funds. Charges for services account for 22.9% of revenues, with about 23.3% of that generated by the Community Center. Community Center usage continues to recover from the COVID-19 pandemic. Capital grants and contributions include special assessments and revenues from other sources restricted to capital asset acquisition. Investment earnings include both interest earnings received and the change in the investment fair values. Tax increments are property taxes collected in tax increment financing districts and are restricted for development purposes. Governmental activities revenues decreased $2,357,468 (11.6°/x) in the current year. Charges for services increased $495,176 (13.0%) with increased operations at the Community Center compared to 2021. Additionally, unrestricted grants and aids decreased $2,170,560. Property taxes increased by $276,169 (2.5%) while investment earnings decreased $747,255 (443.2%) because the fair value decreases as interest rates increase. Public works (engineering, streets, ice and snow removal, shop and garage, street lighting, etc.) expenses are the most significant (33.3%), followed by recreation and culture (23.3%), public safety (19.0%), general government (16.8%), sanitation (4.7%), and interest and fiscal charges (2.9%). Included in these amounts is depreciation expense, which is 24.3% of the total expenses for governmental activities. Governmental activities expenses increased $1,530,558 (10.1 %) in the current year. The most significant changes in program expenses were as follows: • Recreation and culture increased $683,849 (21.4%). Park operations increased due to an additional full-time parks operator. The Monticello Community Center expenses increased due to increased staffing costs as memberships and usage increased post COVID-19 pandemic. • Public Works increased $723,185 (15.0%) due to a few factors. Utility and fuel prices increased as did the cost of supplies. The engineering inspections costs increased due to the increase in development projects, these costs are offset with revenues. • General government expenses increased $188,991 (7%) due to expenses related to a Community Energy Transitions (CET) grant, which provided funds for studies related to the future decommissioning of the Xcel Nuclear Generating Plant. General government expenses also increased with the addition of a full-time administrative employee, an increase in pension expense and expenses associated with the 2022 elections. 16 Program Expenses and Revenues - Governmental Activities `9100 �1e y.101C so?O 5 Rem s" 'r,"w e 6e090011 SCA "am -5 Business -type Activities. Business -type activities increased the city's net position by $2,054,156, which is $1,015,068 less than the prior fiscal year's increase in business -type net position. The change is mostly attributable to a larger investment loss from a decline in investment value. Investment values held to maturity will regain value over time. FINANCIAL ANALYSIS OF THE CITY'S FUNDS Governmental funds. The focus of the city's governmental funds is to provide information on near-term inflows, outflows, and balances of spendable resources. Such information is useful in assessing the city's financing requirements. Spendable fund balances may serve as a useful measure of a government's net resources available for expenditure at the end of the fiscal year. On December 31, 2022, the city's governmental funds reported total ending fund balances of $22,917,518, a decrease of $369,458 (1.6%) when compared with the prior year. Approximately 9.1% or $2,090,545 of the total ending fund balances constituted restricted fund balances, which are considered unavailable for appropriation for general operations. The $139,980 nonspendable fund balance accounted for 0.6% of total governmental fund balances and is comprised of prepaid items. At the end of the fiscal year, the General Fund reported a fund balance of $7,042,796, increasing $418,014 (6.3%) from the prior year. General fund revenues were $2685,566 (2.6%) more than the prior fiscal year and expenditures increased by $702,099 (6.7%). General government expenditures increased $45,434 (1.7%) due to the addition of a full-time administrative employee and the 2022 elections. Public safety expenditures increased $115,700 (4.0%) due to repairs to fire engine 12 and the first year of an additional full-time building inspector. Public works expenditures increased $276,657 (13.0%) due to increased fuel and supply costs as well as the first full year of an additional employee in the engineering department. Recreation and culture expenditures increased by $234,388 (16.1 %) due to increased public arts projects, increases in fuel and supply costs, and an additional full-time employee in the parks department. The fund balance in the Community Center Fund increased $59,681 (15.3%) to $449,419 due to the city's allocation of a portion of the American Rescue Plan Act funding for lost revenues and an increase in charges for services for memberships and day passes. The Community Center continued to recover from the impacts of the COVID-19 pandemic. Charges for services increased $259,653 (25.8%) to $1,007,790 in 2022. Expenditures increased $636,000 (34.2%) to $1,858,328 as usage increased and staffing levels were increased. 17 The fund balance in the Debt Service Fund decreased $149,905 (13.3%) to $974,305. This fund balance decrease reflects the prior year accumulation of resources to make scheduled bond payments. Special assessment revenue increased $44,320 (9.4%) to $317,269 due to several prepaid assessments related to the 2022 street project. In governmental funds, assessments are recorded as a revenue when collectible, which occurs when it is in the current period or soon thereafter. The Capital Projects Fund provides the accounting for acquisition of general government capital assets. Accordingly, the fund accumulates resources from various sources and expenditures may or may not occur in the same year of accumulation. Consequently, the fund balance in the Capital Projects Fund decreased $993,870 (8.4%) to $10,868,750. Proprietary funds. The proprietary funds provide the same type of information found in the business -type activities in the government -wide financial statements, but in more detail. Water Fund operating expenses increased $80,143 (6.4%). Utility employee personal service costs are divided between the Water Fund and Sewer Fund based on activity. The Water Fund operating revenues decreased $12,680 (0.7%) with an increase in rates but a decrease in consumption. The fund's net position increased $530,691 (3.7%) to $15,043,024 due to commercial development trunk and access fees received. Depreciation expense for the fund totaled $497,021. Sewer Fund expenses increased $200,021 (6.7%) and operating revenues increased $239,472 (8.9%). The 2022 capital contributions of $1,082,894 were from sewer access and trunk charges. The fund's net position increased $615,143 (2.5%) to $24,798,517. Depreciation expense for the fund totaled $1,199,870. The Stormwater Fund was established in 2019. Stormwater operating expenses increased $65,144 (8.9%). Stormwater operating revenues increased $172,688 (48.4%), due to an increase in rate along with an increased number of accounts in 2022. The fund's net position decreased $87,821 (1.4%) to $6,353,0015. Depreciation expense for the fund totaled $467,342. The Liquor Fund's net position increased $777,760 (40.3%) to $2,708,099. Liquor and related product sales increased $64,017 (0.9%) to $7,168,374. Profits from the liquor store are held until transferred out for another city use. Gross profit increased $8,529 (0.4%) for a total gross profit of $1,912,345. Operating expenses increased $144,854 (15.9%) to $1,058,027, and depreciation expense for the fund totaled $20,923. The Fiber Optics Fund's net position increased $209,014 (1.7%) to $12,476,588. The fund's 2022 charges for services increased $33,373 (1.7%) to $1,978,590. Excluding depreciation, the operating income was $573,904 in 2022. Depreciation expense for the fund totaled $380,890. The city contracted for FiberNet operations management in July 2016 and renewed the contract for an additional five-year term in 2021. The Deputy Registrar Fund (DMV) net position increased $41,701 (1.8%) to $2,356,053. Charges for services decreased $52,308 (5.6%) to $895,494 and operating expenses increased $184,982 (31.2°/x) to $777,236. Depreciation for the fund totaled $20,975. Other factors of the changes in income from operations have previously been discussed in the government -wide financial analysis of business -type activities. GENERAL FUND BUDGETARY HIGHLIGHTS During the year, there were no amendments to the budget. General Fund revenues and other financing sources totaled $11,119,229 and exceeded the budget by $589,229 (5.6%). Other revenues, charges for services, intergovernmental revenues, licenses and permits and charges for services, were $314,307 (49.5%), $238,291 (21%), $146,105 (31.6%), and $141,914 (30.1 %) higher than budget, respectively. Other revenues include donations and solar investment rebates, charges for services include charges to developers for private project related activity, intergovernmental revenues include grants from other governmental entities, and licenses and permits include building permits fees. These revenues can be difficult to predict, and are, therefore, budgeted conservatively. General Fund expenditures totaled $10,551,215 and were $27,215 (0.3%) over the budget. Other financing uses consisted of unbudgeted transfers out of $150,000 to the Facilities Maintenance Fund to establish a fund reserve balance. This transfer is in line with the General Fund balance policy of 60-75% of the following year's budgeted expenditures. While spending in some budget units exceeded appropriations, conservative spending in other units and revenues more than budget allowed for an overall increase in fund balance. The General government function exceeded budget due to unbudgeted planning and zoning projects that are offset by grant funding and charges for services revenues. The public safety function exceeded budget because of unbudgeted expenditures in the building department; increased building activity allowed the use of these one-time revenues to fund one-time unbudgeted expenditures including investment in staff vehicles. Within the expenditure functions, twelve of twenty-eight reporting units exceeded budget. The General Fund year end fund balances for the past ten years are as follows: General Fund Balance $8 $6 $4 $2 Zp13 2 14 2p15 2016 2p11 �1t3 v.\9 v 2 21 2022 CAPITAL ASSETS AND DEBT ADMINISTRATION CAPITAL ASSETS Capital assets. The city's investment in capital assets for its governmental and business -type activities on December 31, 2022 totaled $113,912,817 (net of accumulated depreciation). This investment in capital assets includes land, construction in progress, buildings, and systems (including infrastructure), and machinery and equipment (including intangible assets). Major governmental activities capital assets changes: the purchases of land for a future public works facility site and a separate land purchase for the Pointes at Cedar development project, the completion of phase 1 of Bertram Chain of Lakes Park improvements, the completion of the Walnut Street Pedestrian improvement project, and equipment purchases. Business -type capital assets include a storm pond expansion and the completion of the DMV relocation. The total decrease from the prior fiscal year was 1.7%; governmental activities decreased 1.0% and business -type activities decreased 3.0%. Land Construction in progress Buildings and systems Machinery and equipment Less: Accumulated depreciation Net total Govemmental Activities 2022 2021 $ 16,903,464 $ 16,903,464 1,696,704 700,918 105,739,455 104,840,572 10,055,983 9,052,011 (62,427,787) (58,809,034) $ 71,967,819 $ 72,687,931 Business -Type Activities 2022 2021 $ 804,010 $ 786,010 921,047 365,874 106,413, 498 105, 904, 418 3,570,582 3,377,654 (69, 764,139) (67,192, 471) $ 41,944,998 $ 43,241,485 Total 2022 2021 $ 17,707,474 $ 17,689,474 2,617,751 1,066,792 212,152,953 210,744,990 13, 626, 565 12,429,665 (132,191,926) (126,001,505) $ 113,912,817 $ 115,929,416 Additional information on the city's capital assets can be found in the notes to the financial statements starting on page 46. DEBT ADMINISTRATION Long-term Debt. The city's outstanding long-term debt, including general obligation bonds, special assessment bonds, tax abatement bonds, and a Public Facilities Authority (PFA) revenue note, totaled $21,725,000 on December 31, 2022. Business -type long-term debt decreased with regularly scheduled payments. No new debt was issued in 2022. Governmental Business -Type Activities Activities 2022 2021 General obligation bonds $ 5,435,000 $ 5,960,000 Special assessment bonds 6,780,000 8,050,000 Tax abatement bonds 6,700,000 7,280,000 Public Facilities Authority revenue note - - 2022 2021 $ 1,325,000 $ 1,525,000 1,485,000 1,591,000 Total 2022 2021 $ 6,760,000 $ 7,485,000 6,780,000 8,050,000 6,700,000 7,280,000 1,485,000 1,591,000 Total $ 18,915,000 $ 21,290,000 $ 2,810,000 $ 3,116,000 $ 21,725,000 $ 24,406,000 Additional information on the city's long-term liabilities can be found in the notes to the financial statements starting on page 47 of this report. 19 ECONOMIC FACTORS AND NEXT YEAR'S BUDGETS AND RATES • The effects of the Coronavirus (COVID-19) pandemic were still an impact, although a lessening impact, to the city. While the overall long-term effects of the pandemic are difficult to predict, the city expects manageable impacts and continues to look for ways to reduce costs as needed to ensure continued sound financial standing. • The unemployment rate for the Wright County, Minnesota area for December 31, 2022 was 3.6%, which is higher than the state average (3.1 %) and equal to the national average (3.6%). • New commercial and residential development continued to grow at a sustainable pace in 2022 and have not indicated a significant downward trend yet in 2023. • The occupancy rate of the city's business district has remained constant over the last few years and new commercial construction is continuing to grow. • The prospects for continued residential and large commercial growth in 2023 look promising. • Inflationary trends in the region have compared favorably to national indices in the last few years; however, the nationwide effects of inflation in housing prices are found in Monticello as well. • The property valuation of the city's largest taxpayer, the Xcel Energy Nuclear Generating Plant, is assessed by the State of Minnesota and can experience notable volatility. The city continues to advocate for host communities at the state level through the Coalition of Utility Cities to minimize impacts on its residents and businesses. REQUESTS FOR INFORMATION This financial report is designed to provide a general overview of the city's finances for all those interested in governmental finance. Questions concerning any information in the report or requests for additional information should be addressed to City of Monticello, Finance Department, 505 Walnut Street, Suite 1, Monticello, MN 55362. Monticello 20 BASIC STATEMENTS I M nt�ic-ll • CITY OF MONTICELLO Statement of Net Position December 31, 2022 Primary Government Component Unit Economic Governmental Business -type Development Activities Activities Total Authority ASSETS Cash and investments $ 26,029,454 $ 24,532,640 $ 50,562,094 $ 4,404,995 Receivables Unremitted taxes 77,500 - 77,500 12,121 Delinquent taxes 53,845 - 53,845 4,409 Unremitted special assessments 4,226 2,357 6,583 - Delinquent special assessments 14,612 31,182 45,794 - Deferred special assessments 3,613,654 758,077 4,371,731 - Accrued interest 124,977 - 124,977 - Accounts 366,804 842,414 1,209,218 16,103 Due from other governmental units 20,655 129,035 149,690 - Leases 792,512 646,977 1,439,489 - Internal balances (37,551) 37,551 - - Inventory - 530,707 530,707 - Prepaid items 197,760 60,965 258,725 2,362 Notes receivable 130,422 - 130,422 433,743 Land held for resale 837,582 - 837,582 2,169,536 Capital assets Nondepreciable 18,600,168 1,725,057 20,325,225 - Depreciable, net 53,367,651 40,219,941 93,587,592 Total Assets 104,194,271 69,516,903 173,711,174 7,043,269 DEFERRED OUTFLOWS OF RESOURCES Deferred other post -employment benefits resources 8,580 4,290 12,870 237 Deferred pension resources 1,407,419 499,768 1,907,187 37,622 Total Deferred Outflows of Resources 1,415,999 504,058 1,920,057 37,859 LIABILITIES Accounts and contracts payable 697,714 700,392 1,398,106 152,474 Accrued interest payable 18,484 9,229 27,713 - Other accrued liabilities 286,263 10,123 296,386 - Due to other governmental units 46,350 291,243 337,593 326 Unearned revenue 445,328 - 445,328 - Escrow deposits 894,608 - 894,608 - Noncurrent liabilities Due within one year Bonds, notes, leases, claims, compensated absences 2,495,669 404,092 2,899,761 12,372 Due in more than one year Net pension liability- PERA 3,168,476 1,583,165 4,751,641 119,179 Net pension liability - FRA 180,758 - 180,758 - Net OPEB liability 111,705 54,162 165,867 2,537 Bonds, notes, leases, claims, compensated absences 16,725,630 2,508,233 19,233,863 1,375 Total Liabilities 25,070,985 5,560,639 30,631,624 288,263 DEFERRED INFLOWS OF RESOURCES Deferred other post -employment benefits resources 55,287 25,450 80,737 487 Deferred pension resources 224,385 21,867 246,252 1,646 Deferred MSA state aid and grants 675,077 - 675,077 - Deferred lease resources 775,926 640,158 1,416,084 - Total Deferred Inflows of Resources 1,730,675 687,475 2,418,150 2,133 NET POSITION Net investment in capital assets 52,824,487 38,793,527 91,618,014 - Restricted for Debt service 2,237,657 - 2,237,657 - Economic development 898,209 - 898,209 1,411,774 Cemetery maintenance 117,325 - 117,325 - Park improvements 100,706 - 100,706 Tax increment - - - 509,401 Unrestricted 22,630,226 24,979,320 47,609,546 4,869,557 Total Net Position $ 78,808,610 $ 63,772,847 $ 142,581,457 $ 6,790,732 The notes to the financial statements are an integral part of this statement. 22 Statement of Activities For the Year Ended December 31, 2022 Functions/Programs Governmental activities General government Public safety Public works Sanitation Recreation and culture Economic development Interest and fiscal charges Total governmental activities Business -type activities Water Sewer Stormwater Liquor Fiber Optics Deputy Registrar Total business -type activities Total primary government Component Unit Economic Development Authority Expenses Program Revenues Operating Capital Charges for Grants and Grants and Services Contributions Contributions $ 2,798,491 $ 989,086 $ 88,183 $ - 3,168,835 956,541 244,488 - 5,556,590 147,269 231,322 1,379,488 784,052 750,623 20,112 - 3,874,315 1,473,281 410,718 150,000 - 14,032 - - 480,903 - 197,925 - 16,663,186 4,330,832 1,192,748 1,529,488 1,348,348 1,769,524 76,233 259,504 3,232,878 2,925,917 166,458 1,082,894 797,995 529,146 54,917 180,523 6,320,611 7,174,059 - - 2,005,196 2,195,092 - - 785,822 895,494 - - 14,490,850 15,489,232 297,608 1,522,921 $ 31,154,036 $ 19,820,064 $ 1,490,356 $ 3,052,409 $ 2,508,996 $ 976,553 $ 375,547 $ - General Revenues Property taxes Tax increments Franchise taxes Unrestricted investment earnings (loss) Total general revenues Change in Net Position Net Position, January 1 Net Position, December 31 The notes to the financial statements are an integral part of this statement. 23 CITY OF MONTICELLO Net lExgensel Revenue and Chanaes in Net Position - 756,913 756,913 - Component Unit 942,391 - - (33,409) Economic Governmental Business -type Development Activities Activities Total Authority $ (1,721,222) $ - $ (1,721,222) $ - (1,967,806) - (1,967,806) - (3,798,511) - (3,798,511) - (13,317) - (13,317) - (1,840,316) - (1,840,316) - 14,032 - 14,032 - (282,978) - (282,978) - (9,610,118) - (9,610,118) - - 756,913 756,913 - - 942,391 942,391 - - (33,409) (33,409) - - 853,448 853,448 - - 189,896 189,896 - - 109,672 109,672 - - 2,818,911 2,818,911 - (9,610,118) 2,818,911 (6,791,207) - - (1,156,896) 11,456,764 - 11,456,764 390,432 - - - 720,301 388,074 53,000 441,074 - (915,858) (817,755) (1,733,613) (115,830) 10,928,980 (764,755) 10,164,225 994,903 1,318,862 2,054,156 3,373,018 (161,993) 77,489,748 61,718,691 139,208,439 6,952,725 $ 78,808,610 $ 63,772,847 $ 142,581,457 $ 6,790,732 The notes to the financial statements are an integral part of this statement. 24 Balance Sheet Governmental Funds December 31, 2022 ASSETS Cash and investments Receivables Unremitted taxes Delinquent taxes Unremitted special assessments Delinquent special assessments Deferred special assessments Accrued interest Accounts Due from other governmental units Leases Prepaid items Notes receivable Land held for resale Total Assets LIABILITIES Accounts and contracts payable Other accrued liabilities Due to other governmental units Unearned revenue Escrow deposits Total liabilities DEFERRED INFLOWS OF RESOURCES Unavailable revenue - property taxes Unavailable revenue - special assessments Unavailable revenue - MSA state aid and grants Deferred lease resources Total deferred inflows of resources FUND BALANCES Nonspendable Restricted Assigned Unassigned Total fund balance Total Liabilities, Deferred Inflows Of resources, and Dun Balances CITY OF MONTICELLO $ 367,994 $ 54,279 $ 2,502 $ 207,108 Total Total 266,814 Community Debt Capital Nonmajor Governmental General Center Service Projects Funds Funds $ 8,412,721 $ 473,255 $ 972,580 $ 10,913,353 $ 3,407,777 $ 24,179,686 77,500 - - - - 77,500 53,845 - - 207,108 - 53,845 - - 4,226 - - 4,226 - - 11,461 3,151 - 14,612 146 - 1,270,376 2,338,901 4,231 3,613,654 124,977 - - - - 124,977 242,615 79,658 - - 44,531 366,804 20,172 - - 4,231 - 20,172 792,512 - - 792,512 113,530 25,932 - 139,980 518 139,980 - - - - 130,422 130,422 - - - 837,582 - 837,582 $ 9,838,018 $ 578,845 $ 2,258,643 $ 14,092,987 $ 3,587,479 $ 30,355,972 $ 367,994 $ 54,279 $ 2,502 $ 207,108 $ 1,000 $ 632,883 266,814 19,449 - - - 286,263 37,001 9,258 - - 46,259 398,888 46,440 - - - 445,328 894,608 - - - - 894,608 1,965,305 129,426 2,502 207,108 1,000 2,305,341 53,845 - - - - 53,845 146 1,281,836 2,342,052 4,231 3,628,265 - - 675,077 - 675,077 775,926- - - 775,926 829,917 - 1,281,836 3,017,129 4,231 5,133,113 113,530 25,932 - - 518 139,980 - - 974,305 - 1,116,240 2,090,545 - 423,487 - 10,868,750 2,465,490 13,757,727 6,929,266 - - - - 6,929,266 7,042,796 449,419 974,305 10,868,750 3,582,248 22,917,518 $ 9,838,018 $ 578,845 $ 2,258,643 $ 14,092,987 $ 3,587,479 $ 30,355,972 The notes to the financial statements are an integral part of this statement. 25 CITY OF MONTICELLO Reconciliation of the Governmental Funds Balance Sheet to the Statement of Net Position December 31, 2022 Amounts reported for governmental activities in the Statement of Net Position are different because: Total fund balances - governmental funds $ 22,917,518 Capital assets used in governmental activities are not financial resources and, therefore, are not reported in the funds. Land $ 16,903,464 Construction in progress 1,696,704 Buildings and systems 105,739,455 Machinery and equipment 5,636,889 Accumulated depreciation (60,901,374) 69,075,138 Governmental funds do not report long-term amounts related to other post -employment benefits and pensions. Deferred outflows of resources - OPEB $ 8,580 Deferred outflows of resources - pensions 1,407,419 Deferred inflows of resources - OPEB (55,287) Deferred inflows of resources - pensions (224,385) 1,136,327 Long-term liabilities that pertain to governmental funds, including bonds payable, are not due and payable in the current period, and, therefore, are not reported as fund liabilities. All liabilities, both current and long-term, are reported in the Statement of Net Position. Bonds payable $ (18,795,000) Other post -employment benefits liability (111,705) Net pension liability - PERA (3,168,476) Net pension liability - FRA (180,758) (22,255,939) Internal service funds are used by management to charge the costs of facilities maintenance, equipment, information technology, and benefit accrual services to individual funds. The assets and liabilities of the internal service funds are included in governmental activities in the Statement of Net Position. Internal service fund net position included in the governmental activities $ 4,309,342 Less internal services net position allocated to business -type activities (37,551) 4,271,791 Some of the city's property taxes, special assessments, and notes receivable will be collected after year-end, but are not available soon enough to pay for current period expenditures and, therefore, are reported as deferred inflows of resources in the governmental funds. 3,682,110 Interest on long-term debt is not accrued in governmental funds, but rather is recognized as an expenditure when due. Accrued interest for general obligation bonds is included in the Statement of Net Position. (18,335) Net position of governmental activities $ 78,808,610 The notes to the financial statements are an integral part of this statement. 26 CITY OF MONTICELLO Statement of Revenues, Expenditures and Changes in Fund Balance Governmental Funds For the Year Ended December 31, 2022 Revenues Property taxes Franchise taxes Special assessments Licenses and permits Intergovernmental Charges for services Fines and forfeitures Investment earnings (loss) Interest on loans Other revenues Total revenues Expenditures Current General government Public safety Public works Sanitation Recreation and culture Capital outlay Public safety Public works Recreation and culture Debt service Principal Interest and fiscal charges Total expenditures Excess (deficiency) of revenues over (under) expenditures Other financing sources (uses) Transfers in Transfers out Total other financing sources (uses) Net change in fund balances Fund balance at beginning of year Fund balance at end of year General Community Center Debt Service Capital Projects Total Total Nonmajor Governmental Funds Funds $ 7,485,252 $ 485,000 $ 2,311,400 $ 1,153,476 $ - $ 11,435,128 226,690 - - - 161,384 388,074 418 - 317,269 400,236 850 718,773 613,014 - - - - 613,014 609,105 385,718 - 596,684 150,000 1,741,507 1,398,877 1,007,790 - 26,865 212,670 2,646,202 36,808 - - - - 36,808 (200,442) (10,799) (53,739) (459,248) (121,300) (845,528) - - - - 3,873 3,873 949,507 50,300 197,925 7,088 - 1,204,820 11,119,229 1,918,009 2,772,855 1,725,101 407,477 17,942,671 2,684,854 - - - - 2,684,854 2,989,883 - - - - 2,989,883 2,400,555 - - 5,654 - 2,406,209 784,052 - - - - 784,052 1,691,871 1,764,309 - - 27,160 3,483,340 - - - 727,239 - 727,239 - - - 2,094,879 37,993 2,132,872 - 94,019 - - 45,702 139,721 - - 2,315,000 - - 2,315,000 - - 498,959 - - 498,959 10,551,215 1,858,328 2,813,959 2,827,772 110,855 18,162,129 568,014 59,681 (41,104) (1,102,671) 296,622 (219,458) - - 108,801 - 108,801 (150,000) - (108,801) - - (258,801) (150,000) - (108,801) 108,801 - (150,000) 418,014 59,681 (149,905) (993,870) 296,622 (369,458) 6,624,782 389,738 1,124,210 11,862,620 3,285,626 23,286,976 $ 7,042,796 $ 449,419 $ 974,305 $ 10,868,750 $ 3,582,248 $ 22,917,518 The notes to the financial statements are an integral part of this statement. 2% CITY OF MONTICELLO Reconciliation of the Statement of Revenues, Expenditures and Changes in Fund Balances of Governmental Funds to the Statement of Activities For the Year Ended December 31, 2022 Amounts reported for governmental activities in the Statement of Activities are different because Net change in fund balances - governmental funds $ (369,458) Governmental funds reported capital outlays as expenditures. However, in the Statement of Activities the cost of those assets is allocated over their estimated useful lives and reported as depreciation expense. This is the amount by which capital outlays exceeded depreciation in the current period. Capital outlays $ 2,719,930 Depreciation (3,637,979) (918,049) Repayment of long-term debt principal is an expenditure in the governmental funds, but the repayment reduces long-term liabilities in the Statement of Net Position. 2,315,000 Some expenses reported in the Statement of Activities do not require the use of current financial resources and, therefore, are not reported as expenditures in the governmental funds. Amortization of bond premiums $ 18,869 Change in total OPEB liability and deferred outflows/inflows of resources 12,608 Change accrued interest payable 4,338 35,815 Long-term pension activity is not reported in governmental funds Pension revenue from state contributions 13,881 Pension expense (55,662) Deferred inflows of resources are revenues included in the change in net position, but are excluded from the change in fund balances until they are available to liquidate liabilities of the current period. Taxes $ 21,636 Special assessments 64,031 85,667 Internal service funds are used by management to charge the costs of certain activities to individual funds. The net revenue of the internal service funds is reported with governmental activities. Internal service fund activity included in governmental activities $ 179,336 Subtract internal service fund activity allocated to business -type activities 32,332 211,668 Change in net position of governmental activities $ 1,318,862 The notes to the financial statements are an integral part of this statement. 28 Statement of Net Position Proprietary Funds December 31, 2022 ASSETS Current assets Cash and investments Receivables Unremitted special assessments Delinquent special assessments Deferred special assessments Accounts Due from other governmental units Lease Inventory Prepaid items Total current assets Noncurrent assets Lease Receivable Capital assets Land Buildings and systems Machinery and equipment Construction in progress Total capital assets Less accumulated depreciation Total capital assets (net) Total noncurrent assets Total Assets DEFERRED OUTFLOWS OF RESOURCES Deferred other post -employment benefits resources Deferred pension resources Total Deferred Outflows of Resources LIABILITIES Current liabilities Accounts and contracts payable Accrued interest payable Other accrued liabilities Due to other governmental units Bonds and loans payable - current Compensated absences due within one year Total current liabilities Noncurrent liabilities Bonds and loans payable - net current portion Compensated absences payable Total OPEB liability Net pension liability Total noncurrent liabilities Total Liabilities DEFERRED INFLOWS OF RESOURCES Deferred other post -employment benefits resources Deferred pension resources Deferred lease resources Total Deferred Inflows of Resources NET POSITION Net investment in capital assets Unrestricted Total Net Position Business -Type Activities - Enterprise Funds Water Sewer Stormwater $ 6,769,830 $ 9,856,687 $ 1,627,949 2,357 - - 7,978 23,204 - 344,299 300,471 113,307 190,347 477,831 35,574 16,187 - - 17,000 29,896 3,336 7,347,998 10, 688, 089 1,780,166 630,790 208,143 516,952 73,315 21,304,719 48,618,921 19,558,516 326,043 2,594,663 150,803 399,008 399,009 123,030 22,237,913 52,129,545 19,905,664 (14,204,028) (34,830,422) (15,230,343) 8,033,885 17,299,123 4,675,321 8,664,675 17,299,123 4,675,321 16,012,673 27,987,212 6,455,487 824 912 487 69,963 96,966 37,529 70,787 97,878 38,016 114,677 114,524 12,743 - 9,229 - 7,583 - - 13,928 2,451 - - 312,000 - 19,490 19,490 - 155,678 457,694 12,743 - 2,498,000 - 2,166 2,166 - 11,517 11,987 5,323 221,629 307,169 118,885 235,312 2,819,322 124,208 390,990 3,277,016 136,951 6,227 5,314 1,895 3,061 4,243 1,642 640,158 - - 649,446 9,557 3,537 7,922,485 14,377,723 4,663,002 7,120,539 10,420, 794 1,690, 013 $ 15,043,024 $ 24,798,517 $ 6,353,015 The notes to the financial statements are an integral part of this statement. 29 Business -Type Activities - Enterprise Funds Deputy Liquor Fiber Optics Registrar CITY OF MONTICELLO Totals Governmental Activities - Internal Service Funds $ 2,809,741 $ 1,228,402 $ 2,240,031 $ 24,532,640 $ 1,849,768 - - - 2,357 - - - - 31,182 - - - - 758,077 - - 137,662 1,000 842,414 - - 53,000 76,035 129,035 483 - - - 16,187 - 530,707 - - 530,707 - 8,118 1,000 1,615 60,965 57,780 3,348,566 1,420,064 2,318,681 26,903,564 1,908,031 - - - 630,790 - 5,600 - - 804,010 - 848,997 15,466,136 616,209 106,413,498 - 152,672 305,726 40,675 3,570,582 4,419,094 - - - 921,047 - 1,007,269 15,771,862 656,884 111,709,137 4,419,094 (930,926) (4,477,819) (90,601) (69,764,139) (1,526,413) 76,343 11,294,043 566,283 41,944,998 2,892,681 76,343 11,294,043 566,283 42,575,788 2,892,681 3,424,909 12,714,107 2,884,964 69,479,352 4,800,712 1,281 - 786 4,290 - 163,306 - 132,004 499,768 - 164,587 - 132,790 504,058 - 220,203 237,519 726 700,392 64,831 - - - 9,229 149 2,540 - - 10,123 - 72,419 - 202,445 291,243 91 - - - 312,000 60,000 35,459 - 17,653 92,092 275,669 330,621 237,519 220,824 1,415,079 400,740 - - - 2,498,000 60,000 3,940 - 1,961 10,233 30,630 15,230 - 10,105 54,162 - 517,320 - 418,162 1,583,165 - 536,490 - 430,228 4,145,560 90,630 867,111 237,519 651,052 5,560,639 491,370 7,141 - 4,873 25,450 - 7,145 - 5,776 21,867 - - - - 640,158 - 14,286 - 10,649 687,475 - 76,343 11,187,691 566,283 38,793,527 2,751,458 2,631,756 1,288,897 1,789,770 24,941,769 1,557,884 $ 2,708,099 $ 12,476,588 $ 2,356,053 63,735,296 $ 4,309,342 Adjustment to reflect the cumulative internal balance for the net effect of the activity between the internal service funds and the enterprise funds over time 37,551 Net position of business -type activities (pg. 19) $ 63,772,847 The notes to the financial statements are an integral part of this statement. 30 Statement of Revenues, Expenses and Changes in Net Position Proprietary Funds For the Year Ended December 31, 2022 Sales and cost of sales Net sales Cost of sales Gross profit Operating revenues Charges for services Other Total operating revenues Operating expenses Personal services Materials and supplies Other services and charges Depreciation Total operating expenses Operating income (loss) Nonoperating revenues (expenses) Franchise taxes Investment earnings (loss) Intergovernmental revenues Interest expense Total nonoperating revenues (expenses) Income (loss) before capital contributions and transfers Capital contributions Transfers in Change in net position Net Position, January 1 Net Position, December 31 Business -Type Activities — Enterprise Funds $ 1,704,725 $ 2,924,255 $ 522,851 64,799 1,662 6,295 1,769,524 2,925,917 529,146 345,780 492,098 253,931 163,865 151,579 2,089 335,080 1,336,409 74,633 497,021 1,199,870 467,342 1,341,746 3,179,956 797,995 427,778 (254,039) (268,849) (232,824) (334,719) (54,412) 76,233 166,458 54,917 - (45,451) - (156,591) (213,712) 505 271,187 (467,751) (268,344) 259,504 1,082,894 180,523 530,691 615,143 (87,821) 14,512,333 24,183,374 6,440,836 $ 15,043,024 $ 24,798,517 $ 6,353,015 The notes to the financial statements are an integral part of this statement. 31 CITY OF MONTICELLO 777,314 - 666,064 2,535,187 Governmental Business -Type Activities - Enterprise Funds Activities - 7,807 437,551 Deputy 235,094 Internal Liquor Fiber Optics Registrar Totals Service Funds $ 7,168,374 2,587,021 411,756 $ 7,168,374 2,002,078 (5,256,029) 9,157,038 1,413,370 (5,256,029) 193,014 1,912,345 1,076,165 104,817 1,912,345 53,000 - $ 1,978,590 $ 889,451 8,019,872 $ 1,422,052 5,685 216,502 6,043 300,986 96,135 5,685 2,195,092 895,494 8,320,858 1,518,187 777,314 - 666,064 2,535,187 237,256 24,696 87,515 7,807 437,551 106,065 235,094 1,533,673 82,390 3,597,279 658,293 20,923 380,890 20,975 2,587,021 411,756 1,058,027 2,002,078 777,236 9,157,038 1,413,370 860,003 193,014 118,258 1,076,165 104,817 - 53,000 - 53,000 - (82,243) (37,000) (76,557) (817,755) (70,330) - - - 297,608 - - - - (45,451) (5,151) (82,243) 16,000 (76,557) (512,598) (75,481) 777,760 209,014 41,701 563,567 - - - 1,522,921 777,760 209,014 41,701 2,086,488 1,930,339 12,267,574 2,314,352 $ 2,708,099 $ 12,476,588 $ 2,356,053 Adjustment to reflect the consolidation of internal service fund related to enterprise funds (32,332) Change in net position of business -type activities (pg. 21) $ 2,054,156 29,336 150,000 179,336 4,130,006 $ 4,309,342 The notes to the financial statements are an integral part of this statement. 32 Statement of Cash Flows Proprietary Funds For the Year Ended December 31, 2022 Cash flows from operating activities Cash received from customers and users Cash from interfund services provided Cash paid to suppliers for goods and services Cash paid to employees Cash paid to other funds for services provided Net cash provided by operating activities Cash flows from noncapital financing activities Transfers from other funds Franchise fees Intergovernmental revenues Net cash provided by noncapital financing activities Cash flows from capital and related financing activities Capital contributions Acquisition of capital assets Principal paid on long-term debt Interest and fiscal charges paid on long-term debt Net cash provided (used) by capital and related financing activities Cash flows from investing activities Interest on investments (loss) Net increase (decrease) in cash and cash equivalents Cash and cash equivalents, January 1 Cash and cash equivalents, December 31 Operating income (loss) Adjustments to reconcile operating income (loss) to net cash provided by operating activities Depreciation OPEB expense (Increase) decrease in assets Special assessments receivable Accounts receivable Due from other governmental units Leases Inventory Prepaid items (Increase) decrease in deferred outflows Deferred other post -employment benefits resources Deferred pension resources Increase (decrease) in liabilities Accounts and contracts payable Other liabilities Due to other governmental units Compensated absences Net pension liability Increase (decrease) in deferred inflows Deferred other post -employment benefits resources Deferred pension resources Deferred lease resources Net cash provided by operating activities Schedule of noncash investing, capital and financing activities: Net amortization of bond premium (discount) Capital assets purchased on account Business -Type Activities - Enterprise Funds Water Sewer Stormwater $ 1,717,471 $ 2,891,744 $ 557,811 (473,153) (1,453,471) (103,108) (309,857) (426,448) (171,721) (42,271) (26,661) - 892,190 985,164 282,982 76,233 166,458 54,917 76,233 166,458 54,917 283,058 1,230,073 205,209 (179,331) (263,328) (279,514) - (306,000) - - (61,817) - 103,727 598,928 (74,305) (232,824) (334,719) (54,412) 839,326 1,415,831 209,182 5,930,504 8,440,856 1,418,767 $ 6,769,830 $ 9,856,687 $ 1,627,949 $ 427,778 $ (254,039) $ (268,849) 497,021 1,199,870 467,342 438 511 (2,686) (25,796) (22,072) - (23,718) (34,703) (10,467) 9,590 22,602 39,132 (646,977) - - (1,419) 57,413 1,614 5 5 3 988 (8,275) (37,529) (16,021) (49,516) (28,000) (5,310) - - 961 (41) - 1,549 1,549 - 122,556 183,325 118,885 (1,625) (1,895) 1,895 (87,988) (109,570) 1,642 640,158 - - $ 892,190 $ 985,164 $ 282,982 $ - $ 15,553 $ - $ 111,400 $ 111,400 $ 12,319 The notes to the financial statements are an integral part of this statement. 33 CITY OF MONTICELLO Business -Type Activities - Enterprise Funds Governmental Activities Deputy Internal Liquor Fiber Optics Registrar Totals Service Funds $ 7,174,142 $ 2,146,870 $ 952,424 $ 15,440,462 $ - - - - - 1,568,426 (5,432,435) (1,669,489) (54,860) (9,186,516) (788,598) (745,265) - (551,017) (2,204,308) (227,831) (29,061) (820) (35,020) (133,833) - 967,381 476,561 311,527 3,915,805 551,997 - - - 150,000 53,000 - 53,000 - - - - 297,608 - 53,000 - 350,608 150,000 1,718,340 - (18,810) (199,209) (13,523) (953,715) (609,694) - - - (306,000) (60,000) - - (61,817) (5,220) (18,810) (199,209) (13,523) 396,808 (674,914) (82,243) (37,000) (76,557) (817,755) (70,330) 866,328 293,352 221,447 3,845,466 (43,247) 1,943,413 935,050 2,018,584 20,687,174 1,893,015 $ 2,809,741 $ 1,228,402 $ 2,240,031 $ 24,532,640 $ 1,849,768 $ 860,003 $ 193,014 $ 118,258 $ 1,076,165 $ 104,817 20,923 380,890 20,975 2,587,021 411,756 730 - 1,229 222 - - - - (47,868) - - 1,836 (1,000) (68,052) 50,722 (50,058) (9,590) 11,676 (483) (646,977) - (106,911) - - (106,911) - 1,182 - 1,657 60,447 (4,279) 8 - (786) (765) - 31,814 - (25,575) (38,577) - 155,532 (49,121) (1,340) 11,534 (19,972) 83 - - (5,227) - 4,520 - 67,520 72,960 11 583 - 3,054 6,735 9,425 244,867 - 269,550 939,183 - (2,708) - (1,625) (5,958) - (243,245) - (130,800) (569,961) - - - - 640,158 - $ 967,381 $ 476,561 $ 311,527 $ 3,915,805 $ 551,997 $ - $ - $ - $ 15,553 $ - $ - $ 106,352 $ - $ 341,471 $ 21,223 The notes to the financial statements are an integral part of this statement. 34 NOTE 1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES The basic financial statements of the City of Monticello, Minnesota (the city) have been prepared in conformity with accounting principles (GAAP) generally accepted in the United States of America as applied to governmental units by the Governmental Accounting Standards Board (GASB). GASB is the accepted standard-setting body for establishing governmental accounting and financial reporting principles. A. Reporting entity Incorporated in 1856, the City of Monticello is designated as a third-class city (population 10,001 to 20,000) and governed by statutory city code under Optional Plan A in Minnesota statutes. The city falls under section 501(a) of the Internal Revenue Code. The five -member mayor -council is elected on staggered, even -numbered years. Councilors are elected at -large to four-year terms while the mayor is elected to a two-year term. The governing body appoints an administrator to implement policies and oversee daily operations. The accompanying financial statements include all funds, departments, agencies, boards, commissions, and other organizations that comprise the city, along with any component units. Component units are legally separate entities for which the city (primary government) is financially accountable, or for which the exclusion of the component unit would render the financial statements of the primary government misleading. Criteria used to determine if the primary government is financially accountable for a component unit includes whether or not the primary government appoints the voting majority of the potential component unit's governing body, is able to impose its will on the potential component unit, is in a relationship of financial benefit or burden with the potential component unit, or is fiscally depended upon by the potential component unit. The Monticello Economic Development Authority (EDA) is a legally separate entity created pursuant to Minnesota Statutes § 469.090 through § 469.108 to carryout economic and industrial development and redevelopment within the city in accordance with policies established by the City Council. The seven - member Board of Directors consists of two councilmembers and five members from the community appointed by the City Council. Management of the city has complete operational responsibility of the EDA's activities, and the City Council reviews and approves the tax levy and all expenditures for the EDA. Because the council does not make up a majority of the EDA board and there is no financial burden or benefit relationship between the city and EDA, the EDA is reported as a discretely presented component unit of the city as a separate column in the government -wide financial statements. Separate financial statements are not issued for this component unit. The Mayor and Council are responsible for appointing some members of other organizations. However, the city's accountability for these organizations does not extend beyond making appointments. B. Government -wide and fund financial statements The government -wide financial statements (i.e., the statement of net position and the statement of activities) report information on all the activities of the primary government and its component unit. Governmental activities, which normally are supported by taxes and intergovernmental revenues, are reported separately from business -type activities, which rely to a significant extent on fees and charges for support. The statement of activities demonstrates the degree to which the direct expenses of a given function or segment are offset by program revenues. Direct expenses are those that are clearly identifiable with a specific function. Program revenues include 1) charges to customers or applicants who purchase, use, or directly benefit from goods, services, or privileges provided by a given function or segment and 2) grants and contributions that are restricted to meeting the operation or capital requirements of a particular function or segment. Taxes and other items not properly included among program revenues are reported instead as general revenues. Separate financial statements are provided for governmental funds and proprietary funds. Major individual governmental funds and major individual enterprise funds are reported as separate columns in the fund financial statements. Aggregated information for the remaining nonmajor funds is reported in single columns in the respective fund financial statements. The city applies restricted resources first when an expense is incurred for which both restricted and unrestricted resources are available. Depreciation expense is included in the direct expense of each function. Interest on long-term debt of governmental activities is considered an indirect expense and is reported separately on the Statement of Activities. C. Measurement focus, basis of accounting, and financial statement presentation The government -wide financial statements are reported using the economic resources measurement focus and the accrual basis of accounting, as are the proprietary fund financial statements. Revenues are recorded when earned and expenses are recorded when a liability is incurred, regardless of the timing of related cash flows. Property taxes and special assessments, if levied, are recognized as revenues in the year for which they are levied. Grants and similar items are recognized as revenue as soon as all eligibility requirements imposed by the provider have been met. Governmental fund financial statements are reported using the current financial resources measurement focus and the modified accrual basis of accounting. Revenues are recognized as soon as they are both measurable and available. Revenues are considered available when they are collectible in the current period or soon enough thereafter to pay liabilities of the current period. For this purpose, the city considers revenues to be available if they are collected within 60 days of the end of the current fiscal period. Expenditures are recorded when a liability is incurred, as under accrual accounting. However, debt service expenditures, as well as expenditures related to claims and judgments, compensated absences, other post -employment benefits, and net pension liabilities, are recognized as expenditures to the extent they have matured. Capital asset acquisitions are reported as capital outlay expenditures in the governmental funds. Proceeds from long-term debt are reported as other financing sources. Property taxes, franchise taxes, licenses, and investment interest associated with the current fiscal period are all considered to be susceptible to accrual and have been recognized as revenues of the current fiscal period. Only the portion of special assessments receivable due within the current fiscal period is susceptible to accrual as revenue of the current period. All other revenue items are measurable and available only when cash is received by the city. Revenue resulting from exchange transactions, in which each party gives and receives essentially equal value, is recorded on the accrual basis when the exchange takes place. On a modified accrual basis, revenue is recorded in the year in which the resources are measurable and become available. Non-exchange transactions, in which the city receives value without directly giving equal value in return, include property taxes, grants, entitlement and donations. On an accrual basis, revenue from property taxes is recognized in the year for which the tax is levied. Revenue from grants, entitlements and donations is recognized in the year in which all eligibility requirements have been satisfied. Eligibility requirements include timing requirements, which specify the year when the resources are required to be used or the year when use is first permitted, matching requirements, in which the city must provide local recourses to be used for specified purpose, and expenditure requirements, in which the resources are provided to the city of a reimbursement basis. On a modified accrual basis, revenue from non-exchange transactions must also be available before it can be recognized. Major Governmental Funds — The major governmental funds reported by the city are as follows: General Fund — The General Fund is used to account for all financial resources except those required to be accounted for in another fund. Community Center Fund — The Community Center (special revenue) Fund accounts for the revenues and expenditures related to the operations of the community center. In addition to a property tax allocation, the community center generates significant revenue from charges for memberships, program activities, and space rentals. Debt Service Fund — The Debt Service Fund is used to account for the accumulation of resources for and the payment of long-term debt principal, interest, and related costs. Capital Projects Fund — The Capital Projects Fund is used to account for financial resources to be used for the acquisition or construction of major capital facilities and infrastructure (other than those financed by proprietary funds). 36 Major Proprietary Funds — The city reports the following major proprietary (enterprise) funds: Water Fund— The Water Fund is used to account for all activities necessary to provide water services to the residents and businesses of the city. Sewer Fund — The Sewer Fund is used to account for all activities necessary to provide sewer services to the residents and businesses of the city. Stormwater Fund — The Stormwater Fund is used to account for all activities necessary to provide stormwater maintenance and street sweeping services to the residents and businesses of the city. Liquor Fund — The Liquor Fund is used to account for the operations of the city's liquor store. Fiber Optics Fund — The Fiber Optics Fund is used to account for all activities necessary to provide fiber optic services to the residents and businesses of the city. Deputy Registrar Fund — The Deputy Registrar Fund is used to account for the operation of the city's department of motor vehicles. Additionally, the city reports the following fund type: Internal Service Funds — These funds account for the city's benefit accrual, central equipment, and information technology services. Internal service funds operate in a manner similar to enterprise funds; however, they provide services primarily to other city departments. As a general rule, the effect of interfund activity has been eliminated from the government -wide financial statements. Exceptions to this general rule are charges between the city's enterprise funds and various other functions of the city. Elimination of these charges would distort the direct costs and program revenues of the various functions involved. Amounts reported as program revenues include 1) charges to customers or applicants for goods, services, or privileges provided, 2) operating grants and contributions, and 3) capital grants and contributions, including special assessments. Internally dedicated resources are reported as general revenues rather than as program revenues. Likewise, general revenues include all taxes the city has the authority to impose. Proprietary funds distinguish operating revenues and expenses from non-operating items. Operating revenues and expenses generally result from providing services and producing and delivering goods in connection with a proprietary fund's principal ongoing operations. The principal operating revenues of the city's enterprise and internal service funds are charges to customers for sales and services. Operating expenses for enterprise and internal service funds include cost of sales and services, administrative expenses, and depreciation on capital assets. All revenue and expenses not meeting this definition are reported as non-operating revenues and expenses. Aggregated information for the internal service funds is reported in a single column in the proprietary fund financial statements. Because the principal user of the internal services is the city's governmental activities, the financial statements of the internal service funds are consolidated into the governmental column when presented in the government -wide financial statements. The cost of these services is reported in the appropriate functional activity. D. Cash and Investments Cash and investments include balances from all funds that are combined and invested to the extent available in savings accounts, certificates of deposit, U.S. government obligations, and other securities authorized by state statutes. Earnings from investments are allocated to the respective funds based on participation by each fund. For purposes of the Statement of Cash Flows, the city considers all highly liquid debt instruments with an original maturity from the time of purchase by the city of three months or less to be cash equivalents. The proprietary fund's equity in the government -wide cash and investment management pool is considered cash equivalent. Investments are generally stated at fair value, except for investments in external investment pools, which are stated at amortized cost. Short-term highly liquid debt instruments (including commercial paper, banker's acceptances, and U.S. treasury and agency obligations) purchased with a remaining maturity 37 of one year or less are reported at amortized cost. Investment income is accrued at the balance sheet date. The city categorizes its fair value measurements within the fair value hierarchy established by accounting principles generally accepted in the United States of America. The hierarchy is based on the valuation inputs used to measure the fair value of the asset as follows: • Level 1 inputs are quoted prices in active markets for identical assets. • Level 2 inputs are significant other observable inputs. • Level 3 inputs are significant unobservable inputs. Debt securities classified in Level 2 of the fair value hierarchy are valued using a matrix pricing technique. Matrix pricing is used to value securities based on the securities' relationship to benchmark quoted price as outlined in Note 2. E. Property Taxes The city council sets property tax levies each year which are certified to Wright County for collection in the following year. In Minnesota, counties function as collection agents for all property taxes. Wright County spreads all levies over taxable property. Such taxes become a lien on January 1 and are recorded as receivables by the city on that date. Most property taxes can be paid without penalty and interest by taxpayers in two equal installments on May 15 and October 15. Wright County provides tax settlements to cities and other taxing districts three times throughout the year. Within the governmental fund financial statements, the city recognizes property tax revenue when it becomes both measurable and available to finance expenditures of the current period. Taxes which remain unpaid at December 31 are classified as delinquent taxes receivable and are offset by deferred inflows of resources because it is not available to finance current expenditures. Deferred inflows of resources in governmental activities are susceptible to full accrual on the government -wide financial statements. F. Special Assessments Special assessments are levied against the benefiting properties for the assessable costs of special assessment improvement projects in accordance with Minnesota Statutes. The city usually adopts assessment rolls when individual public improvement projects are complete or substantially complete. The assessments are collectible over a term of years generally consistent with the term of years for the related bond issue. Collection of annual installments (including interest) is managed by the county in the same manner as property taxes. Property owners are allowed to prepay total future installments without interest or prepayment penalties. Once a special assessment roll is adopted, the amount attributed to each parcel is a lien upon that property until full payment is made or the amount is determined to be excessive by the city council or court action. If special assessments are left unpaid, the property is subject to tax forfeited sale and the first proceeds of that sale (after costs, penalties, and expenses of sale) are remitted to the city in payment of delinquent special assessments. Generally, the city will collect the full amount of its special assessments not adjusted by city council or court action. Pursuant to state statutes, a property shall be subject to tax forfeit sale after three years of delinquency except for homesteaded, agricultural or seasonal recreational property, which is subject to sale after five years. These assessments are recorded as delinquent (levied, but not yet paid) and deferred (certified, but not yet levied) special assessments receivable, and are offset by deferred inflows of resources in the governmental fund financial statements. Unremitted special assessments are amounts collected by Wright County, but not paid to the city before year-end. IN G. Receivables Utility and miscellaneous accounts receivable are reported at gross value. Since the city is generally able to certify delinquent amounts to the county for collection as special assessments, no allowance for uncollectible accounts has been provided on current receivables. The city contracted with a third party to manage Fibernet beginning on July 1, 2016. On a monthly basis, the city receives amounts billed by Arvig with an estimated portion withheld for uncollectible accounts. Customer receivable balances are carried by Arvig rather than the city. Therefore, no allowance for uncollectible accounts is set up in the proprietary Fiber Optics Fund. A receivable is considered past due if any portion of the receivable balance is outstanding for more than 30 days. Interest is charged on receivables that are considered past due. Accrual of interest is not suspended until a receivable is determined to be uncollectible. Provisions for bad debts would be insignificant and none have been made for 2022. Interest receivable is recorded as revenue in the year the interest is earned and is available to pay liabilities of the current period. The interest receivable balance is reported as one amount in the General Fund while all other funds receive interest revenue distributions in cash. H. Lease Receivable The City's lease receivable is measured at the present value of lease payments expected to be received during the lease term. A deferred inflow of resources is recorded for the lease. The deferred inflow of resources is recorded at the initiation of the lease in an amount equal to the initial recording of the lease receivable. The deferred inflow of resources is amortized on a straight-line basis over the term of the lease. 1. Inventories The inventories of the proprietary funds are stated at cost using the first -in, first -out (FIFO) method. Enterprise fund inventory consists of merchandise held for resale at the city -owned Hi -Way Liquors store. J. Prepaid Items Payments to vendors for services that will benefit future accounting periods are recorded as prepaid. Prepaid items are accounted for using the consumption method. Fund balance in an amount equal to the prepaid balance in the related funds is not available for appropriation, and is, therefore, classified as nonspendable. K. Notes Receivable Notes receivable consist of loans made by the city or EDA to area businesses for development or redevelopment purposes. The terms and interest rates of the individual loans vary. Notes receivable that are passed through to another entity are offset by deferred inflows of resources in the governmental funds. L. Land Held for Resale Land held for resale is recorded in the governmental Capital Project Fund and discretely presented Economic Development Authority Fund component unit at the lower of cost or acquisition value. Fund balances are reported as restricted or assigned in an amount equal to the land's carrying value as these assets are not available for appropriation. M. Capital Assets Capital assets, which include property, plant, equipment, and infrastructure assets (roads, bridges, sidewalks, and similar items) are reported in the applicable governmental or business -type activities columns in the government -wide financial statements and are not reported in the governmental funds financial statements. Such assets are capitalized at historical cost or estimated historical cost for assets where actual historical cost is not available. 39 Donated capital assets are recorded at their estimated acquisition value at the date of donation. The city's capitalization policy divides each asset into a class with a related threshold and useful life as follows: Class of Asset Threshold Level Useful Life (Years) Land $1 N/A Land improvements $50,000 10-20 Building/building improvements $20,000 12-40 Primary infrastructure and utility $75,000 10-40 Secondary infrastructure $25,000 10-40 Equipment $10,000 5-20 Software and non -tangible $10,000 5-20 The cost of normal maintenance and repairs that does not add to the value of the asset or materially extend an asset's useful life is not capitalized. In the case of initial capitalization of general infrastructure assets, the city elected to fully capitalize the infrastructure capital assets regardless of their acquisition date or amount. Capital assets are depreciated using the straight-line method over their estimated useful lives shown in the previous table. Since surplus assets are generally sold for an immaterial amount when no longer needed for city purposes, no salvage value is taken into consideration for depreciation purposes. Capital assets not being depreciated include land and construction in progress. M. Deferred Outflows of Resources In addition to assets, the Statement of Net Position and/or balance sheet will sometimes report a separate section for deferred outflows of resources. This separate financial statement element represents a consumption of net assets that applies to future periods and so will not be recognized as an outflow of resources (expense/expenditure) until that time. The city has two types of items, which arise under a full accrual basis of accounting, that qualify for reporting in this category. Accordingly, the items, deferred other post -employment benefits resources and deferred pension resources, are reported only in the Statement of Net Position. These items result from other post -employment benefits and pension -related actuarial calculations and current year contributions made subsequent to the measurement date. N. Long -Term Liabilities In the government -wide and proprietary fund financial statements, long-term debt and other long-term obligations are reported as liabilities. Bond premiums and discounts, if material, are deferred and amortized over the life of the bonds using the straight-line method. In the fund financial statements, governmental fund types recognize bond premiums and discounts during the period of issuance. Premiums received on debt issuances are reported as other financing sources while discounts on debt issuances are reported as other financing uses. The par amount of debt issued is reported as other financing sources. Issuance costs, whether withheld from the actual debt proceeds received or not, are reported as debt service expenditures. O. Compensated Absences Payable City employees earn vacation and sick leave or paid -time -off (PTO) based upon the number of completed years of service and employment status. All new full-time employees receive PTO, while one employee still receives vacation and sick leave benefits. Full-time employees who resign or leave city employment voluntarily and in good standing, after giving proper notice, shall be compensated for unused days under their respective plan upon termination of employment. PTO is credited at the beginning of each fiscal year for existing employees and prorated for the fiscal year for new and terminated employees. Vacation and sick leave are accrued by pay period. PTO benefit: Up to 320 hours accrued at year-end plus any current year hours earned to their date of severance multiplied by their hourly rate at the time of severance. 40 Vacation benefit: Up to 1 -'/2 times the employees annual accrual multiplied by their hourly rate at the time of severance. Sick leave benefit: One-half of the unused sick leave up to 800 hours and all unused sick leave above 800 hours times their hourly rate at the time of severance. All compensated absences are accrued when incurred in the government -wide and proprietary fund financial statements. The liability for governmental funds is recorded in the Benefit Accrual (internal service) Fund. Resignations and retirements of employees reduce the liability in the Benefit Accrual Fund or the applicable enterprise fund. P. Pensions For purposes of measuring the net pension liability (asset), deferred outflows/inflows of resources, and pension expense, information about the fiduciary net position of the Public Employees Retirement Association (PERA) and Monticello Fire Relief (FRA) and additions to/deductions from each plan's fiduciary net position have been determined on the same basis as they are reported by each plan. For this purpose, plan contributions are recognized as of employer payroll paid dates and benefit payments and refunds are recognized when due and payable in accordance with the benefit terms. Investments are reported at fair value. The General Fund or applicable enterprise fund will be used to liquidate these liabilities. The following is a summary of the net pension liabilities, deferred outflows and inflows of resources, and pension expense reported for the PERA and FRA pension plans as of the year ended December 31, 2022: Pension Plan State-wide, mulit- employer - PERA Single -employer - FRA Q. Deferred Inflows of Resources In addition to liabilities, the Statement of Net Position and/or balance sheet will sometimes report a separate section for deferred inflows of resources. This separate financial statement element represents an acquisition of net assets that applies to future periods and so will not be recognized as an inflow of resources (revenue) until that time. The city has four types of items that qualify for reporting in this category. First, deferred other post -employment benefits and pension resources, which arise under a full -accrual basis of accounting, is reported only in the Statement of Net Position. These amounts are the result of actuarial calculations involving net differences between expected and actual economic experience, changes in actuarial assumptions, net differences between projected and actuarial earnings, and changes in proportion and are deferred and recognized as an inflow of resources in accordance with actuarial calculations. Second, deferred MSA state aid is reported. This amount is the result of an advance of state aid allocated to future periods. Third, unavailable revenue, which arises under the modified accrual basis of accounting, is reported in the governmental funds balance sheet. Governmental funds report unavailable revenue from three sources: property taxes, special assessments, and MSA state aid and grants. These amounts are deferred and recognized as an inflow of resources in the period the amounts become available or are allocated to the city. Fourth, Deferred lease resources are reported in both the fund financial statements and the statement of net position and results from present value calculations related to the lease receivable. 41 Deferred Deferred Net Pension Outflows of Inflows of Pension Liability Resources Resources Expense $ 4,870,820 $ 1,537,606 $ 67,277 $ 806,224 180,758 407,203 180,621 137,845 $ 5,051,578 $ 1,944,809 $ 247,898 $ 944,069 Q. Deferred Inflows of Resources In addition to liabilities, the Statement of Net Position and/or balance sheet will sometimes report a separate section for deferred inflows of resources. This separate financial statement element represents an acquisition of net assets that applies to future periods and so will not be recognized as an inflow of resources (revenue) until that time. The city has four types of items that qualify for reporting in this category. First, deferred other post -employment benefits and pension resources, which arise under a full -accrual basis of accounting, is reported only in the Statement of Net Position. These amounts are the result of actuarial calculations involving net differences between expected and actual economic experience, changes in actuarial assumptions, net differences between projected and actuarial earnings, and changes in proportion and are deferred and recognized as an inflow of resources in accordance with actuarial calculations. Second, deferred MSA state aid is reported. This amount is the result of an advance of state aid allocated to future periods. Third, unavailable revenue, which arises under the modified accrual basis of accounting, is reported in the governmental funds balance sheet. Governmental funds report unavailable revenue from three sources: property taxes, special assessments, and MSA state aid and grants. These amounts are deferred and recognized as an inflow of resources in the period the amounts become available or are allocated to the city. Fourth, Deferred lease resources are reported in both the fund financial statements and the statement of net position and results from present value calculations related to the lease receivable. 41 R. Net Position In the government -wide and proprietary fund financial statements, net position represents the difference between assets and deferred outflows of resources, and liabilities and deferred inflows of resources. Net position is displayed in three components: Net investment in capital assets — Consists of capital assets, net of accumulated depreciation, reduced by any outstanding debt attributable to acquire capital assets. Restricted net position — Consists of net position restricted when there are limitations imposed on their use through external restrictions imposed by creditors, grantors, or laws or regulations of other governments. Unrestricted net position — All other net position that does not meet the definition of "net investment in capital assets" or "restricted." S. Fund Balance Classifications In the fund financial statements, governmental funds report fund balance in classifications that disclose constraints for which amounts in those funds can be spent. These classifications are as follows: • Nonspendable — Consists of amounts that are not in spendable form, such as prepaid items, inventory, and other long-term assets. • Restricted — Consists of amounts related to externally imposed constraints established by creditors, grantors, or contributors; or constraints imposed by state statutory provisions. • Committed — Consists of internally imposed constraints that are established by resolution by the city council, which is the city's highest level of decision-making authority. Those committed amounts cannot be used for any other purpose unless the city council modifies or rescinds the commitment by resolution. • Assigned — Consists of internally imposed constraints. These constraints consist of amounts intended to be used by the city for specific purposes but do not meet the criteria to be classified as restricted or committed. In governmental funds, assigned amounts represent intended uses established by the governing body itself or by an official to which the governing body delegates the authority. Pursuant to city council resolution, the council, city administrator, or finance director are authorized to establish assignments of fund balance. • Unassigned — The residual classification for the General Fund which also reflects negative residual amounts in other funds. When both restricted and unrestricted resources are available for use, it is the city's policy to first use restricted resources, then use unrestricted resources as they are needed. When committed, assigned, or unassigned resources are available for use, it is the city's policy to use resources in the following order: 1) committed, 2) assigned, and 3) unassigned. T. Budget Budgets for the General Fund and all special revenue funds are adopted on a basis consistent with accounting principles generally accepted in the United States of America. Reported budget amounts are as originally adopted or as amended by the city council -approved supplemental appropriations and budget transfers. No budget amendments were adopted during the year. Budget appropriations lapse at year-end. The legal level of budgetary control is at the department level in the General Fund and at the fund level in the major special revenue fund. U. Use of Estimates The preparation of financial statements in conformity with accounting principles generally accepted in the United States of America requires management to make estimates and assumptions that affect the reported amounts of assets, liabilities, and deferred outflows/inflows and disclosure of contingent assets, liabilities, and deferred outflows/inflows at the date of the financial statements and the reported amounts of revenues and expenses/expenditures during the reporting period. Actual results could differ from those estimates. 42 NOTE 2. CASH, CASH EQUIVALENTS, AND INVESTMENTS A. Components of Cash and Investments Cash and investments at year-end consist of the following: Primary Government posits $ 4,851,474 ,estments 45,702,475 sh on hand 8.145 Total cash and investments — Statement of Net Position B. Deposits Total Component Reporting Unit - EDA Entity $ 4,544,081 $ 9,395,555 (139,086) 45,563,389 8,145 $ 50,562,094 $ 4,404,995 $ 54,967,089 In accordance with applicable Minnesota Statutes, the city maintains deposits at depository banks authorized by the city council, including checking accounts and non-negotiable certificates of deposit. The following is considered the most significant risk associated with deposits. Custodial Credit Risk — In the case of deposits, this is the risk that in the event of a bank failure, the city's deposits may be lost. Minnesota Statutes require that all deposits be protected by federal deposit insurance, corporate surety bond, or collateral. The fair value of collateral pledged must equal 110% of the deposits not covered by federal deposit insurance or corporate surety bonds. Authorized collateral includes treasury bills, notes, and bonds; issues of U.S. government agencies; general obligations rated "A" or better; revenue obligations rated "AX or better; irrevocable standard letters of credit issued by the Federal Home Loan Bank; and certificates of deposit. Minnesota Statutes require that securities pledged as collateral be held in safekeeping in a restricted account at the Federal Reserve Bank or in an account at a trust department of a commercial bank or other financial institution that is not owned or controlled by the financial institution furnishing the collateral. The city's investment policy does not provide further requirements regarding custodial credit risk. At year-end, the carrying amount of the city's deposits, including the EDA, was $9,395,555 while the balance on bank records was $9,837,991. All deposits were covered by federal depository insurance, surety bonds, or by collateral held by the city's agent in the city's name. The primary government and the EDA component unit deposits and investments are pooled. C. Investments Custodial Credit Risk — For investments, this is the risk that in the event of a failure of the counterparty to an investment transaction (typically a broker-dealer) the city would not be able to recover the value of its investments or collateral securities that are in the possession of an outside party. The city's investment policy does not provide additional requirements beyond state statutes, but the city typically limits its exposure by purchasing insured or registered investments, or by the control of who holds the securities. Credit Risk — This is the risk that an issuer or other counterparty to an investment will not fulfill its obligations. Minnesota Statutes limit the city's investments to direct obligations or obligations guaranteed by the United States or its agencies; shares of investment companies registered under the Federal Investment Company Act of 1940 that receive the highest credit rating, are rated in one of the two highest rating categories by a statistical rating agency, and all of the investments have a final maturity of 13 months or less; general obligations rated "A" or better; revenue obligations rated "AX or better; general obligations of the Minnesota Housing Finance Agency rated "A" or better; bankers' acceptances of United States banks eligible for purchase by the Federal Reserve System; commercial paper issued by United States corporations or their Canadian subsidiaries, rated of the highest quality category by at least two nationally recognized rating agencies, and maturing in 270 days or less; Guaranteed Investment Contracts guaranteed by a United States commercial bank, domestic branch of a foreign bank, or a 43 United States insurance company, and with a credit quality in one of the top two highest categories; repurchase or reverse purchase agreements and securities lending agreements with financial institutions qualified as a "depository" by the government entity, with banks that are members of the Federal Reserve System with capitalization exceeding $10,000,000; that are a primary reporting dealer in U.S. government securities to the Federal Reserve Bank of New York; or certain Minnesota securities broker-dealers. The city's investment policy does not further address credit risk. Concentration Risk — This is the risk associated with investing a significant portion of the city's investment (5% or more) in the securities of a single issuer, excluding U.S. guaranteed investments (such as treasuries), investment pools, and mutual funds. The city's investment policy requires that no more than 5% of the overall portfolio may be invested in the securities of a single issuer, except for the securities of the U.S. government and in agencies or an external investment pool. Other than the federal government, no single issuer held more than 5% of the city's total investments at December 31, 2022. Interest Rate Risk — This is the risk of potential variability in the fair value of fixed rate investments resulting from changes in interest rates (the longer the period for which an interest rate is fixed, the greater the risk). The city's investment policy does not further address the duration of investments. The Minnesota Municipal Money Market Fund (4M Fund) is a common-law trust organized in accordance with the Minnesota Joint Powers Act, which invests only in investment instruments allowable under Minnesota Statutes. It is an external investment pool regulated by Minnesota statutes and the Board of Directors of the League of Minnesota Cities. The 4M Fund is not registered with the Securities Exchange Commission (SEC), but it follows the same regulatory rules of the SEC. The fair value of the city's position in the pool is the same as the value of the pool shares. The 4M Fund does not have any restrictions on participant withdrawals. The city's investment in the 4M Fund is measured at the net asset value per share provided by the pool, which is based on an amortized cost method that approximates fair value. The city's cash management and investment policy complies with all statutory requirements. Credit Risk Interest Risk - Maturity Duration in Years Fair Value Measurements Less More Percent of Investment Type Rating Agency Using Than 1 1 to 5 5 to 10 Than 10 Total Holdings U.S. agency securities Federal Farm Credit Bank AA+ S&P Level 2 $ - $ 1,387,128 $ 525,451 $ - $ 1,912,579 4.2% Federal Agriculture Mortgage Corporation NIR NIA Level 642,689 642,689 1.4% Federal Home Loan Bank AA+ S&P Level 2 497,775 1,712,538 417,628 309,481 2,937,422 6.4% Federal Home Loan Bank AAA Moody's Level 2 350,476 227,070 - 577,546 1.3% Federal Home Loan Mortgage Corporation AA+ S&P Level 2 - 774,114 - 774,114 1.7% Negotiable certificates of deposit NIR NIA Level 2 1,611,672 12,555,367 2,415,173 16,582,212 36.5% Local government securities AAA S&P Level 2 - 80,806 - 80,806 0.2% Local government securities AA S&P Level 2 296,799 283,924 922,204 150,450 1,653,377 3.6% Local government securities Aaa Moody's Level 2 - 404,784 375,408 - 780,192 1.7% Investment pools and mutual funds NIR NIA Amortized Cost 19,604,257 - - 19,604,257 42.9% Investment pools and mutual funds AAA S&P Amortized Cost 18,195 - - - 18,195 0.0% Total investments $ 22,379,174 $17,344,925 $ 5,379,359 $ 459,931 $ 45,563,389 100.0% D. Cash on hand Cash on hand consists of cash in the possession of the city, including petty cash and change funds. 44 NOTE 3. LEASE RECEIVABLE The City had the following lease receivables as of December 31, 2022: The City leases building space located at 101 Chelsea Road, Monticello, Minnesota, to the Great River Soccer club at the above terms. The lease of this former bowling alley is for the use of recreational areas for soccer practice. The City leases monopole and water tower space to Verizon Wireless to provide for the use of city property to operate and maintain communication equipment. 45 Current Year Issue Maturity Discount Inflow of Balance at Description Date Date Rate Resources Year End Antenna Lease Agreements Great River Soccer Club - Building Space 08/24/21 05/31126 1.80 % $ 14,124 $ 46,769 Verizon Wireless - Monopole Antenna 10/01/14 10/01/44 1.80 29,738 745,743 Verizon Wireless - Water Tower Antenna 05/01/17 05/01/44 1.80 27,154 646,977 Total Lease Receivable $ 1,439,489 The City leases building space located at 101 Chelsea Road, Monticello, Minnesota, to the Great River Soccer club at the above terms. The lease of this former bowling alley is for the use of recreational areas for soccer practice. The City leases monopole and water tower space to Verizon Wireless to provide for the use of city property to operate and maintain communication equipment. 45 NOTE 4. CAPITAL ASSETS Capital asset activities for the year ended December 31, 2022 are as follows: January 1, Transfers and December 31, Beginning Completed Ending Balance Additions Deletions Construction Balance Governmental activities Nondepreciable capital assets Land Construction in progress Total capital assets not depreciated Depreciable capital assets Buildings and systems Machinery and equipment Total capital assets depreciated Less accumulated depreciation for Buildings and systems Machinery and equipment Total accumulated depreciation Net capital assets depreciated Total governmental activities Business -type activities Nondepreciable capital assets Land Construction in progress Total capital assets not depreciated Depreciable capital assets Buildings and systems Machinery and equipment Total capital assets depreciated Less accumulated depreciation for Buildings and systems Machinery and equipment Total accumulated depreciation Net capital assets depreciated Total business -type activities $ 16,903,464 $ - $ - $ - $ 16,903,464 700,918 1,595,033 - (599,247) 1,696,704 17,604,382 1,595,033 - (599,247) 18,600,168 104,840,572 303,634 - 595,249 105,739,455 9,052,011 1,430,956 (430,982) 3,998 10,055,983 113,892,583 1,734,590 (430,982) 599,247 115,795,438 (54,101,519) (3,519,374) - - (57,620,893) (4,707,515) (530,361) 430,982 - (4,806,894) (58,809,034) (4,049,735) 430,982 - (62,427,787) 55,083,549 (2,315,145) - 599,247 53,367,651 $ 72,687,931 $ (720,112) $ - $ - $ 71,967,819 $ 786,010 $ 18,000 $ - $ 804,010 365,874 564,123 -(8,950) 921,047 1,151,884 582,123 - (8,950) 1,725,057 105,904,418 500,130 - 8,950 106,413,498 3,377,654 208,281 (15,353) - 3,570,582 109,282,072 708,411 (15,353) 8,950 109,984,080 (65,146,079) (2,466,069) - - (67,612,148) (2,046,392) (120,952) 15,353 - (2,151,991) (67,192,471) (2,587,021) 15,353 - (69,764,139) 42,089,601 (1,878,610) - 8,950 40,219,941 $ 43,241,485 L(1, $ - $ - $ 41,944,998 Depreciation for the year ended December 31, 2022 was charged to functions/programs as follows: Governmental activities General government $ 35,611 Public safety 256,803 Public works 2,663,553 Recreation and culture 682,012 Capital assets held by the City's internal service funds - charged to the various functions based on usage of assets 411,756 Total depreciation expense - governmental activities $ 4,049,735 Business -type activities Water $ 497,021 Sewer 1,199,870 Stormwater 467,342 Liquor 20,923 Fiber Optics 380,890 Deputy Registrar 20,975 Total depreciation expense - business -type activities $ 2,587,021 46 NOTE 5. COMMITMENTS The city has awarded contracts for various improvement projects. The city's commitments for uncompleted work on these contracts at December 31, 2022 are as follows: Amount Contract Paid Remaining Fund Project Description Amount To -Date 12/31/2022 Capital Projects 2022 Street Improvements $ 950,383 $ 902,864 $ 47,519 Water SCADA Improvements 336,125 319,319 16,806 Sewer SCADA Improvements 336,125 319,319 16,806 Stormwater Stormwater Improvements 481,925 469,606 12,319 $ 2,104,558 $ 2,011,108 $ 93,450 In 2019, the city entered into an investment agreement with Novel Solar Two LLC (Novel) at a solar farm. The city pays Novel $0.119 per kilowatt-hour (kWh) generated. Novel then sells the produced solar energy to Xcel Energy, and, in return, the city receives an energy credit on its monthly electric bills from Xcel Energy. Payments on the contract began in 2020, but amounts vary each month based on kilowatt- hours produced. NOTE 6. LONG-TERM LIABILITIES A. Description The city has the following types of long-term liabilities outstanding at December 31, 2022: • General Obligation Bonds — The general obligation bond issues financed a settlement with telecommunication revenue bondholders, capital equipment purchases in the Central Equipment and Capital Projects funds, and construction of a new fire station. • Special Assessment Bonds — These bonds are payable primarily from special assessments levied on the properties benefiting from the improvements funded by these issues. Any deficiencies in revenue to fund these issues will be provided from general property taxes. • Tax Abatement Bonds — The principal balances on these bonds are payable primarily from a special tax abatement levy, and interest is paid from general property taxes. • General Obligation Revenue Bonds — The outstanding general obligation revenue bond financed improvements to the city's sewer system. They will be repaid from revenues pledged and are backed by the taxing power of the city. Net operating revenues were $2,925,917 and principal and interest payments were $244,405 for a percentage of revenues of 8.4%. • PFA Revenue Note — This note was issued for improvements to the wastewater treatment plant and is payable primarily from user fees which benefit from the improvements. • Compensated Absences — The city provides vacation and sick or paid -time -off (PTO) leave benefits to eligible employees. The liability will be repaid by the Benefit Accrual fund or respective enterprise fund for which each employee is employed. • Total OPEB Liability — The city provides post -employment benefits to certain eligible employees through the city's OPEB Plan. The liability will be repaid based on a pay-as-you-go financing requirement from the General fund or applicable enterprise fund. • Net Pension Liability — City employees participate in one state-wide, multiple -employer, defined benefit pension plan administered by the Public Employees Retirement Association (PERA) per Minnesota state statute. The liability reflects the city's portion of the total net pension liability of the PERA plan based on a percentage of contributions into the plan. The liability will be repaid by the General fund or applicable enterprise fund. 47 Long-term liabilities at year-end are summarized as follows: Governmental activities General obligation bonds 2014A General obligation bonds equipment portion 2019A General obligation bonds CIP portion equipment portion Special assessments bonds 2015B General obligation bonds 2016A General obligation bonds 2017A General obligation bonds 2019A General obligation bonds 2020A General obligation bonds Tax abatement bonds 2017A General obligation bonds 2018A General obligation bonds 2019A General obligation bonds Compensated absences payable Total governmental activities Business -type activities General obligation revenue bonds 2013B Wastewater treatment bonds Public Facility Authority G.O. Sewer Revenue Note (2015A) Compensated absences payable Total business -type activities $ 3,000,000 2.00 - 3.35 % 12/01/2013 12/01/2028 $ 1,325,000 2,214,632 1.06 08/26/2015 08/20/2035 1,485,000 102,325 $ 2,912,325 B. Changes in Long -Term Liabilities Final Original Interest Maturity Balance — Issue Rate % Issue Date Date End of Year 2022 Additions Retirements 2022 $ 515,000 1.00-3.05% 12/18/2014 12/15/2024 $ 120,000 5,350,000 2.00-2.30 09/18/2019 12/15/2034 4,425,000 1,290,000 2.00 09/18/2019 12/15/2028 890,000 2,605,000 1.50-3.00 11/01/2015 12/15/2030 1,500,000 4,900,000 2.00-3.00 11/15/2016 12/15/2030 2,225,000 2,040,000 2.00-2.50 10/24/2017 12/15/2027 1,075,000 320,000 2.00 09/18/2019 12/15/2028 220,000 2,155,000 0.45-2.00 09/09/2020 12/15/2030 1,760,000 2,960,000 2.00-3.00 10/24/2017 12/15/2032 2,085,000 5,000,000 3.00-3.38 10/23/2018 12/15/2032 3,790,000 1,040,000 2.00-2.20 09/18/2019 12/15/2032 825,000 19,221,299 $ 2,495,669 Business -type activities 306,299 $ 19,221,299 $ 3,000,000 2.00 - 3.35 % 12/01/2013 12/01/2028 $ 1,325,000 2,214,632 1.06 08/26/2015 08/20/2035 1,485,000 102,325 $ 2,912,325 B. Changes in Long -Term Liabilities January 1, December 31, Due Within 2022 Additions Retirements 2022 One Year Governmental activities General obligation bonds $ 5,960,000 $ - $ (525,000) $ 5,435,000 $ 530,000 Special assessment bonds 8,050,000 - (1,270,000) 6,780,000 1,100,000 Tax abatement bonds 7,280,000 - (580,000) 6,700,000 590,000 Add premiums on bonds 18,869 - (18,869) - - Compensated absences payable 296,874 273,568 (264,143) 306,299 275,669 Total governmental activities $ 21,605,743 $ 273,568 $ (2,658,012) $ 19,221,299 $ 2,495,669 Business -type activities General obligation revenue bonds $ 1,525,000 $ - $ (200,000) $ 1,325,000 $ 205,000 PFA Revenue Note 1,591,000 - (106,000) 1,485,000 107,000 Add premiums on bonds 15,553 - (15,553) - - Compensated absences payable 95,590 97,675 (90,940) 102,325 92,092 Total business -type activities $ 3,227,143 $ 97,675 $ (412,493) $ 2,912,325 $ 404,092 Component Unit activities Compensated absences payable $ 12,010 $ 7,236 $ (5,499) $ 13,747 $ 12,372 C. Minimum Debt Payments Minimum annual principal and interest payments to maturity for bonds payable are as follows: Governmental Activities Business -Type Activities Special Year Ending General Obligation Bonds Assessment Bonds Tax Abatement Bonds General Obligation Bonds PFA Revenue Note December 31, Principal Interest Principal Interest Principal Interest Principal Interest Principal Interest 2023 $ 530,000 $ 113,288 $ 1,100,000 $ 143,743 $ 590,000 $ 186,573 $ 205,000 $ 39,705 $ 107,000 $ 15,786 2024 540,000 102,148 1,120,000 120,893 605,000 171,473 210,000 34,375 108,000 14,648 2025 490,000 90,718 1,145,000 97,618 625,000 155,973 215,000 28,600 109,000 13,500 2026 500,000 80,918 1,165,000 77,150 640,000 139,973 225,000 22,150 111,000 12,341 2027 510,000 70,918 730,000 51,825 655,000 122,573 230,000 15,400 112,000 12,341 2028-2032 2,050,000 216,503 1,520,000 64,950 3,585,000 327,965 240,000 8,040 577,000 37,726 2033-2037 815,000 27,973 - - 361,000 7,707 $ 5,435,000 $ 702,466 $ 6,780,000 $ 556,178 $ 6,700,000 $ 1,104,528 $ 1,325,000 $ 148,270 $ 1,485,000 $ 114,050 D. Legal Debt Margin Under Minnesota State Statutes, the general obligation bonded debt issued by the city is subject to a legal debt limitation based on 3 percent of market value. At December 31, 2022, the city's legal debt margin was $65,668,876. The statutes provide that debt issues supported by tax increment, special assessment revenues or available dedicated reserves are excluded from the total limited debt. E. Conduit Debt From time to time, the city has issued bonds or notes to provide financial assistance to private sector entities for the acquisition and construction of housing or commercial facilities deemed to be in the public interest. The bonds or notes are secured by the property financed and are payable solely from payments received on the underlying mortgage loans or leases. Upon repayment of the bonds, ownership of the acquired facilities transfers to the private sector entity served by the bond issuance. The city is not obligated in any manner for repayment of the bonds or notes. Accordingly, the bonds are not reported as liabilities in the accompanying financial statements. No new conduit debt was issued in 2022. Entity Issue Date Original Issue Current Balance Ice Arena Project 2014 Revenue Refunding Note 9/4/2014 $ 1,111,000 $ 640,754 Swan River 2017A and 2017B Educational Facilities Revenue Notes 10/2/2017 2,225,000 1,782,392 F. Pay -As -You -Go Tax Increment Notes The city, in order to spur economic development and redevelopment, has entered into private development and redevelopment agreements to encourage developers to construct, expand, or improve new or existing properties and buildings or clean-up and redevelop blighted areas. These agreements may in substance be a tax abatement but will depend on their individual circumstances. G. Abatements The city is authorized to create a tax increment financing plan under Minnesota Statute 469.175. The criteria that must be met under the statute are that, in the opinion of the municipality: • the proposed development or redevelopment would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future; and • the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the district permitted by the plan. The requirements of this item do not apply if the district is a housing district; • that the tax increment financing plan conforms to the general plan for the development or redevelopment of the municipality as a whole; and • that the tax increment financing plan will afford maximum opportunity, consistent with the sound needs of the municipality as a whole, for the development or redevelopment of the project by private enterprise. 49 The city has development agreements with private developers for properties in the city's tax increment districts. As part of the agreements, the city has agreed to reimburse the developers for certain costs through pay-as-you-go tax increment notes. These notes provide for the payment of principal equal to the developers' costs, plus interest at rates ranging from 5.5% to 8.5% (interest accrual commencing upon the developer completing the project). Payments of the notes will be made at the lesser of the scheduled note payments or the actual net tax increment received during the period specified in the agreement. The notes, classified as abatements, will be canceled at the end of the agreement term, whether it has been fully repaid or not. The city currently has two agreements that would be considered tax abatements under GASB Statement 77. The outstanding principal balances as of December 31, 2022 are listed in the following table. These notes are not included in the city's long-term debt, because repayment is required only to the extent sufficient tax increments are received. The city's position is that this is an obligation to assign future and uncertain revenue sources and is not actual debt in substance. Amount of taxes Outstanding Date of abated during principal balance required Name Purpose the fiscal year at year-end decertification 1-22 Downtown Redevelopment activities in 1997 Downtown District and 2010 Embracing Downtown plans $ 12,191 $ 184,816 12/31/2024 1-40 Briggs 60 -unit elderly (senior citizen) housing facility $ 44,603 $ 785,000 12/31/2045 H. Arbitrage Rebate In accordance with the provisions of Section 148(f) of the Internal Revenue Code of 1986, as amended, bonds must satisfy certain arbitrage rebate requirements. Positive arbitrage is the excess of (1) the amount earned on investments purchased with bond proceeds over (2) the amount that such investments would have earned had such investments been invested at a rate equal to the yield on the bond issue. To comply with the arbitrage rebates requirements, positive arbitrage must be paid to the U.S. treasury at the end of each five-year anniversary date of the bond issue. As of December 31, 2022, there are no arbitrage rebates owed. I. Revenue Pledged Future revenue pledged for the payment of long-term debt is as follows: NOTE 7. DEFINED BENEFIT PENSION PLANS — STATE-WIDE A. Plan Description The city participates in the General Employees Retirement Fund (GERF) cost-sharing multiple -employer defined benefit pension plan administered by the Public Employees Retirement Association of Minnesota (PERA). PERA's defined benefit pension plans are established and administered in accordance with Minnesota Statutes, Chapters 353 and 356. PERA's defined benefit pension plans are tax qualified plans 01 2013B G.O. Wastewater Description Treatment Bonds PFA Note Use of proceeds Sewer Fund Sewer Fund Revenue pledged Type Utility charges Utility charges Percent of total debt service 48% 52% Term of pledge 2013-2028 2015-2035 Remaining principal & interest $ 1,473,270 $ 1,599,050 Current year Principal and interest paid $ 244,405 $ 122,912 Pledged revenue received $ 1,404,440 $ 1,521,477 NOTE 7. DEFINED BENEFIT PENSION PLANS — STATE-WIDE A. Plan Description The city participates in the General Employees Retirement Fund (GERF) cost-sharing multiple -employer defined benefit pension plan administered by the Public Employees Retirement Association of Minnesota (PERA). PERA's defined benefit pension plans are established and administered in accordance with Minnesota Statutes, Chapters 353 and 356. PERA's defined benefit pension plans are tax qualified plans 01 under Section 401 (a) of the Internal Revenue Code. General Employees Retirement Fund (General Employees Plan) All full-time and certain part-time employees of the city are covered by the General Employees Plan. General Employees Plan members belong to the Coordinated Plan. Coordinated Plan members are covered by Social Security. B. Benefits Provided PERA provides retirement, disability, and death benefits. Benefit provisions are established by state statute and can only be modified by the state legislature. Vested, terminated employees who are entitled to benefits but are not receiving them yet are bound by the provisions in effect at the time they last terminated their public service. General Employees Plan Benefits Benefits are based on a member's highest average salary for any five successive years of allowable service, age, and years of credit at termination of service. Two methods are used to compute benefits for PERA's Coordinated Plan members. Members hired prior to July 1, 1989, receive the higher of Method 1 or Method 2 formulas. Only Method 2 is used for members hired after June 30, 1989. Under Method 1, the accrual rate for Coordinated members is 1.2% of average salary for each of the first 10 years of service and 1.7% of average salary for each additional year. Under Method 2, the accrual rate for Coordinated members is 1.7% of average salary for all years of service. For members hired prior to July 1, 1989 a full annuity is available when age plus years of service equal 90 and normal retirement age is 65. For members hired on or after July 1, 1989, normal retirement age is the age for unreduced Social Security benefits capped at 66. Benefit increases are provided to benefit recipients each January. The postretirement increase is equal to 50% of the cost -of -living adjustment (COLA) announced by the Social Security Administration, with a minimum increase of at least 1.0% and a maximum of 1.5%. Recipients that have been receiving the annuity or benefit for at least a full year as of the June 30 before the effective date of the increase will receive the full increase. Recipients receiving the annuity or benefit for at least one month but less than a full year as of June 30 before the effective date of the increase will receive a reduced prorated increase. For members retiring on January 1, 2024, or later, the increase will be delayed until normal retirement age (age 65 if hired prior to July 1, 1989, or age 66 for individuals hired on or after July 1, 1989). Members retiring under Rule of 90 are exempt from the delay to normal retirement. C. Contributions Minnesota Statutes Chapter 353 sets the rates for employer and employee contributions. Contribution rates can only be modified by the state legislature. General Employees Fund Contributions Coordinated Plan members were required to contribute 6.50% of their annual covered salary in fiscal year 2022, and the city was required to contribute 7.50% for Coordinated Plan members. The city's contributions to the General Employees Fund for the year ended December 31, 2022, were $363,693. The city's contributions were equal to the required contributions as set by state statute. D. Pension Costs General Employees Fund Pension Costs At December 31, 2022, the city reported a liability of $4,870,820 for its proportionate share of the General Employees Fund's net pension liability. The city's net pension liability reflected a reduction due to the State of Minnesota's contribution of $16 million. The State of Minnesota is considered a non -employer contributing entity and the state's contribution meets the definition of a special funding situation. The State of Minnesota's proportionate share of the net pension liability associated with the city totaled $142,791. The net pension liability was measured as of June 30, 2022, and the total pension liability used to calculate the net pension liability was determined by an actuarial valuation as of that date. The city's proportionate share of the net pension liability was based on the city's contributions received by PERA 51 during the measurement period for employer payroll paid dates from July 1, 2021, through June 30, 2022, relative to the total employer contributions received from all PERA's participating employers. The city's proportionate share was 0.0615%, which was an increase of 0.0035% from its proportionate share at June 30, 2021. For the year ended December 31, 2022, the city recognized pension expense of $784,888 for its proportionate share of the General Employees Fund's pension expense. In addition, the city recognized an additional $21,336 as pension expense (and grant revenue) for its proportionate share of the State of Minnesota's contribution of $16 million to the General Employees Fund. At December 31, 2022, the city reported its proportionate share of the General Employees Plan's deferred outflows of resources and deferred inflows of resources related to pensions from the following sources: Differences between expected and actual economic experience Changes in actuarial assumptions Net collective difference between projected and actual investment earnings Changes in proportion Contributions paid to PERA subsequent to the measurement date Total Primary Government Component Unit - EDA Deferred Outflows Deferred Inflows Deferred Outflows Deferred Inflows of Resources of Resources of Resources of Resources $ 39,689 $ 47,782 $ 995 $ 1,198 1,016,031 17,849 25,484 448 172,028 - 4,315 - 94,989 - 2,382 - 177,247 - 4,446 $ 1,499,984 $ 657631 $ 37,622 $ 1.646 $181,693 reported as deferred outflows of resources related to pensions resulting from the city and component unit's contributions subsequent to the measurement date will be recognized as a reduction of the net pension liability in the year ended December 31, 2023. Other amounts reported as deferred outflows and deferred inflows of resources related to pensions, excluding the contributions subsequent to the measurement date, will be recognized in pension expense as follows: Year ended Primary Component December 31, Government Unit - EDA 2023 $ 474,665 $ 11,905 2024 469,709 11,781 2025 (116,982) (2,934) 2026 429,714 10,778 $ 1,257,106 $ 31,530 E. Long -Term Expected Return on Investment The State Board of Investment, which manages the investments of PERA, prepares an analysis of the reasonableness on a regular basis of the long-term expected rate of return using a building-block method in which best -estimate ranges of expected future rates of return are developed for each major asset class. These ranges are combined to produce an expected long-term rate of return by weighting the expected future rates of return by the target asset allocation percentages. The target allocation and best estimates of geometric real rates of return for each major asset class are summarized in the following table - Long -Term Target Expected Real Asset Class Allocation Rate of Return Domestic equity 33.5% 5.10% International equity 16.5% 5.30% Fixed income 25.0% 0.75% Private Markets 25.0% 5.90% Total 100.0% 52 F. Actuarial Methods and Assumptions The total pension liability in the June 30, 2022, actuarial valuation was determined using an individual entry -age normal actuarial cost method. The long-term rate of return on pension plan investments used in the determination of the total liability is 6.5 percent. This assumption is based on a review of inflation and investments return assumptions from a number of national investment consulting firms. The review provided a range of return investment return rates deemed to be reasonable by the actuary. An investment return of 6.5 percent was deemed to be within that range of reasonableness for financial reporting purposes. Inflation is assumed to be 2.25 percent for the General Employees Plan. Benefit increases after retirement are assumed to be 1.25 percent for the General Employees Plan Salary growth assumptions in the General Employees Plan range in annual increments from 10.25 percent after one year of service to 3.0 percent after 27 years of service. Mortality rates for the General Employees Plan are based on the Pub -2010 General Employee Mortality Table. The tables are adjusted slightly to fit PERA's experience. Actuarial assumptions for the General Employees Plan are reviewed every four years. The most recent four-year experience study for the General Employees Plan was completed in 2019. The assumption changes were adopted by the Board and became effective with the July 1, 2020 actuarial valuation. The following changes in actuarial assumptions and plan provisions occurred in 2022: • Changes in Actuarial Assumptions: The mortality improvement scale was changed from Scale MP -2020 to Scale MP -2021. • Changes in Plan Provisions: There were no changes in plan provisions since the previous valuation. G. Discount Rate The discount rate used to measure the total pension liability in 2022 was 6.50%. The projection of cash flows used to determine the discount rate assumed that contributions from plan members and employers will be made at the rates set in Minnesota Statutes. Based on these assumptions, the fiduciary net position of the General Employees Fund was projected to be available to make all projected future benefit payments of current plan members. Therefore, the long-term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. H. Pension Liability Sensitivity The following presents the city's proportionate share of the net pension liability calculated using the discount rate disclosed in the preceding paragraph, as well as what the city's proportionate share of the net pension liability would be if it were calculated using a discount rate 1 percentage point lower or 1 percentage point higher than the current discount rate: City Proportionate Share of NPL 1 % Decrease Discount 1% Increase (5.50%) Rate (6.50%) (7.50%) General Employees Fund Primary Government $ 7,505,467 Component Unit - EDA 188,249 Total $ 7.693.716 I. Pension Plan Fiduciary Net Position $ 4,751,641 119,179 $ 4,870,820 $ 2,555,610 62,530 $ 2,618,140 Detailed information about the General Employees Fund pension plan's fiduciary net position is available in a separately issued PERA financial report that includes financial statements and required supplementary information. That report may be obtained on the Internet at www.mnpera.org. 53 NOTE 8. PUBLIC EMPLOYEES DEFINED CONTRIBUTION PENSION PLANS All council members of the city are covered by the Public Employees Defined Contribution Plan, a multiple -employer deferred compensation plan administered by PERA. However, only two of the five Council members choose to participate in the plan. The Defined Contribution Plan is a tax qualified plan under Section 401(a) of the Internal Revenue Code and all contributions by or on behalf of employees are tax deferred until time of withdrawal. Plan benefits depend solely on amounts contributed to the plan plus investment earnings, less administrative expenses. Minnesota Statutes, Chapter 353D.03, specifies plan provisions, including the employee and employer contribution rates for those qualified personnel who elect to participate. An eligible elected official who decides to participate contributes 5% of salary which is matched by the elected official's employer. Employer and employee contributions are combined and used to purchase shares in one or more of the seven accounts of the Minnesota Supplemental Investment Fund. For administering the plan, PERA receives 2% of employer contributions and twenty-five hundredths of 1% (0.25%) of the assets in each member's account annually. Total contributions made by the city during fiscal year 2022 were: Contribution Amount % of Covered Payroll Required Employee Employer Employee Employer Rate $ 705 $ 705 5.00% 5.00% 5.00% NOTE 9. DEFINED BENEFIT PENSION PLAN - MONTICELLO FIRE RELIEF ASSOCIATION A. Plan Description All members of the Monticello Fire Department (the Department) are covered by a defined benefit plan administered by the Monticello Fire Relief Association (the Association). As of December 31, 2022, the plan covered 30 active firefighters and 6 retirees and beneficiaries. The plan is a single -employer retirement plan that is established and administered in accordance with Minnesota statute, chapter 69. The Association maintains a separate Special fund to accumulate assets to fund the retirement benefits earned by the Department's membership. Funding for the Association is derived from voluntary contributions from the city and 2% fire aid from the State of Minnesota, as well as from investment income. B. Benefits Provided Upon approval by the Board of Trustees, lump sum retirement benefits are paid or deferred as follows: Each member who is at least 50 years of age, has retired from the fire department, has served at least 10 years of active service with such department before retirement and has been a member of the Association in good standing at least 10 years prior to such retirement, shall be entitled to a lump sum service pension in the amount of $5,100 for each year of service but not exceeding the maximum amount per year of service allowed by law for the minimum average amount of available financing per firefighter as prescribed by laws. A year of service may be prorated to twelve monthly slices if a full year of active service is not reached. If a member of the Association shall become permanently and totally disabled, the Association shall pay the sum of $5,100 for each year the member was an active member of the Association. If a member who received a disability pension subsequently recovers and returns to active duty, the disability pension is deducted from the service pension as approved by the Board of Trustees. According to the bylaws of the Association and pursuant to Minnesota Statutes, members who retire with less than 20 years of service and have reached the age of 50 years and have completed at least 10 years of active membership are entitled to a reduced service pension not to exceed the amount calculated by multiplying the member's service pension for the completed years of service times an applicable nonforfeitable percentage. During the time a member is on deferred vested pension (not yet reached age 50), they will earn interest on the deferred benefit amount at a rate determined by the Board of Trustees, up to 5%, compounded annually. A deferred vested member will not be eligible for disability benefits. 54 C. Contributions Minnesota statutes, chapters 424 and 424A authorize pension benefits for volunteer fire relief associations. Contributions by the city are determined as follows: • Normal cost for next year (increase in pension benefit obligation) • Plus, estimated expenses for next year and 10% of any deficits • Less anticipated income next year and 10% of any surplus The plan is funded by fire state aid, investment earnings and, if necessary, employer contributions as specified in Minnesota statutes and voluntary city contributions (if applicable). The State of Minnesota contributed $146,181 in fire state aid to the plan on behalf of the city Fire Department for the year ended December 31, 2022, which was recorded as a revenue. Required employer contributions are calculated annually based on statutory provisions. The city's statutorily required contributions to the plan for the year ended December 31, 2022 were $146,181. The city's contributions were equal to the required contributions as set by state statute. The city made no voluntary contributions to the plan. Furthermore, the members have no obligation to contribute to the plan. D. Actuarial Assumptions The total pension liability at December 31, 2022 was determined using the entry age cost method and the following assumptions: Retirement eligibility at 100% service pension at age 50 and 20 years of service, early vested retirement at age 50 with 10 years of service vested at 60% and increased by 4% for each additional year of service up to 20 and eligibility for deferred service pension payable at age 50 and 20 years of service. Benefit increases 2.00% per year Cost of living increases 2.10% per year Investment rate of return 3.57% 20 year municipal bond yield 2.06% E. Pension Costs At December 31, 2022, the city reported a net pension liability of $180,758 for the FRA plan. The total pension liability used to calculate the net pension liability in accordance with GASB 68 was determined by Robinson Associates LLC applying an actuarial formula to specific census data certified by the fire department as of December 31, 2022. For the year ended December 31, 2022, the Fire Department recognized a pension expense of $137,845. At December 31, 2022, the fire relief reported deferred outflows/inflows of resources as follows: Differences between expected and actual economic experience Changes in actuarial assumptions Net difference between projected and actual investment earnings Deferred Deferred Outflows Inflows of Resources of Resources $ 225,256 $ 174,874 43,205 5,747 138,742 - $ 407,203 $ 180,621 55 Amounts reported as deferred outflows and inflows of resources related to pensions will be recognized in pension expense as follows: Yearended December 31, Pension Expense Amount 2023 $ 10,459 2024 35,288 2025 52,445 2026 63,571 2027 5,755 Thereafter 59,064 $ 226,582 The 3.57% long-term expected rate of return on pension plan investments was determined using a building-block method in which best estimates for expected future real rates of return (expected returns, net of inflation) were developed for each asset class using the plan's target investment allocation along with long-term return expectations by asset class. Inflation expectations were applied to derive the nominal rate of return for the portfolio. The target allocation and best estimates of arithmetic real rates of return for each major asset class are summarized in the following table: Long-term Target Expected Real Asset Class Allocation Rate of Return Cash Mutual funds F. Changes in the Net Pension Liability (Asset) Beginning balance 12/31/2021 Changes for the year Service cost Interest on total pension liability Differences between actual and expected experience in measurement of TPL Contributions from employer Supplemental benefits reimbursed Net investment income Benefit payments Administrative expenses Ending balance 12/31/22 1.1% -1.09% 98.9% 2.47% 100.0% Total Plan Net Pension Pension Fiduciary Liability Liability (TPL) Net Position (Asset) (a) (b) (a -b) $ 1,459,556 $ 1,712,617 $ (253,061) 111,576 - 111,576 50,536 - 50,536 185,765 - 185,765 - 146,181 (146,181) - 3,000 (3,000) - (228,981) 228,981 (199,527) (199,527) - - (6,141) 6,141 $ 1,607,907 $ 1,427,149 $ 180,758 Wl G. Discount Rate The discount rate used to measure the total pension liability was 3.57%. The projection of cash flows used to determine the discount rate assumed that contributions to the FRA plan will be made as specified in statute. Based on that assumption and considering the funding ratio of the plan, the fiduciary net position was projected to be available to make all projected future benefit payments of current active and inactive members. Therefore, the long-term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. H. Pension Asset Sensitivity The following presents the city's net pension liability (asset) for the FRA plan, calculated using the discount rate disclosed in the preceding paragraph, as well as what the city's net pension liability (asset) would be if it were calculated using a discount rate 1 percentage point lower or 1 percentage point higher than the current discount rate: 1 % Decrease 1 % Increase In Discount Discount In Discount Rate (2.57%) Rate (3.57%) Rate (4.57%) Net Pension Liability $ 275,285 $ 180,758 $ 103,391 I. Pension Plan Fiduciary Net Position The Association issues a publicly available financial report that includes financial statements and required supplementary information. A copy of the report may be obtained at Monticello City Hall. NOTE 10. OTHER POST -EMPLOYMENT BENEFITS (OPEB) PLAN A. Plan Description The city provides post -employment insurance benefits to certain eligible employees through its OPEB Plan, a single -employer defined benefit plan administered by the city. All post -employment benefits are based on contractual agreements with employee groups. Eligibility for these benefits is based on years of service and/or minimum age requirements. These contractual agreements do not include any specific contribution or funding requirements. The Retiree Health Plan does not issue a publicly available financial report. No plan assets are accumulated in a trust that meets the criteria in paragraph 4 of GASB Statement No. 75. B. Benefits Provided All retirees of the city upon retirement have the option under state law to continue their medical insurance coverage through the city. For members of certain employee groups, the city pays for all or part of the eligible retiree's premiums for medical and/or dental insurance from the time of retirement until the employee reaches the age of eligibility for Medicare. Benefits paid by the city differ by bargaining unit and date of hire, with some contracts specifying a certain dollar amount per month, and some covering premium costs as defined within each collective bargaining agreement. Retirees not eligible for these city -paid premium benefits must pay the full city premium rate for their coverage. The city is legally required to include any retirees for whom it provides health insurance coverage in the same insurance pool as its active employees until the retiree reaches Medicare eligibility, whether the premiums are paid by the city or the retiree. Consequently, participating retirees are considered to receive a secondary benefit known as an "implicit rate subsidy." This benefit relates to the assumption that the retiree is receiving a more favorable premium rate than they would otherwise be able to obtain if purchasing insurance on their own, due to being included in the same pool with the city's younger and statistically healthier active employees. C. Contributions The required contribution is based on projected pay-as-you-go financing requirements, with additional amounts to prefund benefits as determined periodically by the city. The city's current year required pay- as-you-go contributions to finance the benefits described in the previous section totaled $7,684. 57 D. Membership Membership in the plan consisted of the following as of the latest actuarial valuation: Retirees and beneficiaries receiving benefits Active plan members Total members Primary Component Government Unit - EDA Total 1 q7 qR - 1 1 38 1 39 E. Total OPEB Liability of the City The city's total OPEB liability of $168,404 as of year-end was measured as of January 1, 2022 and was determined by an actuarial valuation as of January 1, 2022. F. Actuarial Assumption The total OPEB liability was determined by an actuarial valuation as of January 1, 2022, using the following actuarial assumptions, applied to all periods included in the measurement, unless otherwise specified: Discount rate 20 -year municipal bond yield Inflation rate Salary increases Medical trend rate 2.00% 2.00% 2.00% 3.00% 6.5% grading to 5.0% over 6 years, then to 4.0% over 48 years The actuarial assumptions used in the latest valuation were based on those used to value pension liabilities for Minnesota city employees. The state pension plans base their assumptions on periodic experience studies. Economic assumptions are based on input from a variety of published sources of historical and projected future financial data. Each assumption was reviewed for reasonableness with the source information as well as for consistency with the other economic assumptions. Since the plan is not funded by an irrevocable trust, the discount rate is equal to the 20 -year municipal bond yield rate of 2.00%, which was set by considering published rate information for 20 -year high quality, tax-exempt, general obligation municipal bonds as of the measurement date. Mortality rates were based on the Pub -2010 Public Retirement Plans General Headcount -Weighted Mortality Tables with MP -2020 Generational Improvement Scale. Future retirees electing coverage is assumed to be 50% with 30% of those electing family coverage. G. Changes in the Total OPEB Liability Beginning balance Changes for the year Service cost Interest Changes in assumptions Differences between expected and actual experii Benefit payments — employer financed Ending balance Primary Component Total OPEB Government Unit - EDA Liability 4z 1rlQ7an � 1)`�1Q 4z irli inQ 11,253 349 11,602 3,277 101 3,378 (7,453) (231) (7,684) 7 n77 OI a 7 Dar, $ 165,867 $ 2,537 $ 168,404 Assumption changes since the prior measurement date include the following: • The health care trend rates were changed to better anticipate short term and long-term medical increases. • The mortality tables were updated from the RP -2014 White Collar Mortality Tables with MP - 2018 Generational Improvement Scale to the Pub -2010 Public Retirement Plans General Headcount -Weighted Mortality Tables with MP -2020 Generational Improvement Scale. • The salary increase rates were changed from a flat 3.00% per year for all employees to rates which vary by service. • The retirement and withdrawal tables were updated. • The inflation rate was changed from 2.50% to 2.00%. • The discount rate was changed from 3.80% to 2.00%. H. Total OPEB Liability Sensitivity to Discount and Health -Care Cost Trend Rate Changes The following presents the total OPEB liability of the city, as well as what the city's total OPEB liability would be if it were calculated using a discount rate that is 1 percentage point lower or 1 percentage point higher than the current discount rate: Discount Sensitivity 1 % Decrease in Discount 1% Increase in Discount Rate Rate Discount Rate OPEB discount rate 1.00% 2.00% 3.00% Primary Government $172,819 $165,867 $154,149 Component Unit - EDA 5,345 2,537 4,768 The following presents the total OPEB liability of the city, as well as what the city's total OPEB liability would be if it were calculated using healthcare cost trend rates that are 1 percentage point lower or 1 percentage point higher than the current healthcare cost trend rates: 1 % Decrease in Healthcare Trend 1% Increase in Healthcare Trend Rate Rate Healthcare Trend Rate OPEB medical trend rate 5.25% decreasing to 6.25% decreasing to 7.25% decreasing to 4.00% over 5 years 5.00% over 5 years 6.00% over 5 years Primary Government $147,215 $165,867 $182,281 Component Unit - EDA 4,553 2,537 5,638 I. OPEB Expense and Related Deferred Outflows of Resources and Deferred Inflows of Resources For the current year ended, the city recognized OPEB expense of ($10,996). As of year-end, the city reported deferred outflows of resources and deferred inflows of resources related to OPEB from the following sources: Primary Government Component Unit - EDA Deferred Deferred Deferred Deferred Outflows Inflows Outflows Inflows of Rocni iri-ac of Pncni ir�nc of Q?o ir- of Doi -- Liability gains $ 4,188 $ 79,867 $ 77 $ 482 Assumption changes 136 870 2 5 Benefit payments after the measurement date 8,546 - 158 - Total $ 12,870 $ 80,737 $ 237 $ 487 59 Amounts reported as deferred outflows and inflows of resources related to OPEB, excluding benefit payments after the measurement date, will be recognized in OPEB expense as follows: Year Ending Primary Component December 31, Government Unit - EDA 2022 $ (25,838) $ (138) 2023 (25,838) (138) 2024 (25,828) (138) 2025 1,091 6 $ (76,413) $ (408) NOTE 11. FUND BALANCES At December 31, 2022, a summary of the city's governmental fund balance classifications are as follows: Component Unit Debt Economic General Community Service Capital Nonmajor Development Fund Center Fund Projects Funds Total Authority Nonspendable Prepaid items $ 113,530 $ 25,932 $ $ $ 518 $ 139,980 $ 2,362 Restricted Debt service - - 974,305 - - 974,305 - Economic development - - 898,209 898,209 1,280,119 Perpetual cemetery care 117,325 117,325 - Tax increment - - - - 636,647 Total restricted - 974,305 1,015,534 1,989,839 1,916,766 Assigned Capital improvements - - 10,868,750 2,566,196 13,434,946 - Economic development - - - - - 4,966,932 Community center operations - 423,487 - - 423,487 - Total assigned - 423,487 10,868,750 2,566,196 13,858,433 4,966,932 Unassigned 6,929,266 - - - 6,929,266 - Total $ 7,042,796 $ 449,419 $ 974,305 $ 10,868,750 $ 3,582,248 $ 22,917,518 $ 6,886,060 NOTE 12. INTERFUND TRANSFERS Interfund transfers for the year ended December 31, 2022 are as follows: Governmental funds General $ - $ 150,000 Debt Service - 108,801 Capital Projects 108,801 - Total governmental funds 108,801 258,801 Internal service funds Facilities Maintenance 150,000 - $ 258,801 $ 258,801 The following schedule reflects each fund transfer: Transfers In Transfers Out Capital Projects 2011 A GO Bond Facilities Maintenance General Fund Amount 108,801 (1) 150,000 (2) Total $ 258,801 (1) Transfer to close 2011A Bond Fund (2) Transfer to create fund reserves in internal service fund created in 2021 NOTE 13. RISK MANAGEMENT AND LITIGATION The city is exposed to various risks of losses related to torts; theft of, damage to, and destruction of assets; errors and omissions; injuries to employees; and natural disasters. For the past several years, the city has obtained insurance coverage from various trusts administered by the League of Minnesota Cities Insurance Trust (LMCIT). Additionally, the city has effectively managed risk through various employee education and prevention programs. All risk management activities are accounted for in the appropriate fund. Expenditures and claims are recognized when it is probable that a loss has occurred, the amount of the loss can be reasonably estimated, and the loss amount exceeds insurance coverage. In determining claims, events that might create claims, but for which none have been reported, are considered. The city attorney estimates that the amount of actual or potential claims against the city as of December 31, 2022 will not materially affect the financial condition of the city. Workers compensation coverage is procured through Travelers Insurance, a private insurance company. The city has never had to contribute any additional funds beyond the annual standard premium and deductibles, which is $1,000 per occurrence. The city's annual premium reflects a base rate based on number of employees, total employee compensation, and history of workplace injuries. The city provides health benefit coverage to all full-time employees and certain part-time employees who meet personnel policy set criteria. The city pays a portion of the premium, which is set annually by council action, and is not obligated to make any other payments. The city also purchases property, vehicle, liability, and various other insurance coverages from the LMCIT. The standard deductible for most claims is $1,000. State statute sets tort limits for most liability claims at $500,000 per individual and $1,500,000 for all claimants for one incident. Annually, the council can waive the tort limits, but has chosen not to without exception. The city periodically receives a dividend from LMCIT and has never had to contribute additional funds beyond premiums and deductibles. There were no significant reductions in insurance coverage from the previous year and there were no settlements in excess of insurance coverage in each of the past three years. NOTE 14. CLAIMS AND JUDGMENTS The city participates in several federal and state programs that are fully or partially funded by grants received from other governmental units. Expenditures financed by grants are subject to audit by the appropriate grantor government. If expenditures are disallowed due to noncompliance with grant program regulations, the city may be required to reimburse the grantor government. As of December 31, 2022, certain amounts of grant expenditures have not been audited by the granting agency, but the city believes that disallowed expenditures discovered in subsequent audits, if any, will not have a material effect on any of the individual funds or the overall financial position of the city. NOTE 15. CONCENTRATION OF REVENUES Cargill Kitchen Solutions is the largest customer of water and sewer services. The company's water purchases account for $95,869, or 5.4%, of Water Fund operating revenue; and the company's sewer charges account for $467,032, or 16.0%, of Sewer Fund operating revenue. Additionally, Northern States Power Company's (Xcel Energy) net tax capacity for property taxes payable in 2022 is $15,516,287, or 49.9 percent, of the total net capacity of $31,073,603. Accordingly, Xcel Energy's share of the $11.741 million city property tax levy is $5.86 million. The tax capacity on January 1, 2022, is based on market values certified to the state on January 1, 2021. 61 NOTE 16: CHANGE IN ACCOUNTING STANDARD For fiscal year 2022, the City implemented Governmental Accounting Standards Board (GASB) Statement No. 87, Leases. GASB Statement No. 87 enhances the relevance and consistency of information of the government's leasing activities. It establishes requirements for lease accounting based on the principle that leases are financings of the right to use an underlying asset. A lessee is required to recognize a lease liability and an intangible right to use lease asset, and a lessor is required to recognize a lease receivable and a deferred inflow of resources. These changes were incorporated in the City's 2022 financial statements. The City's recognition of the beginning balances related to the lease receivable and the related deferred inflow of resources were equal balances and had no effect on the beginning net position of the Governmental Activities. C 11 YO I � Monticello 62 CITY � Monticello (This page left blank intentionally) 63 'REQUIRED SUPPLEMENTARY INFORMATION ,..,�,�w ...tom•._-„ u 1M �' -. �. lik .1 l 14 • 7, a . ``t. �`P� ` _ ��'� �' •� �, +a,.�ti_� ate, _'k.� •fit +.. �'�.:. t , . �. . �r, 1 .yam � r�•+ 1' C_ � .• 'I 4�; 1'�'�+'.�p - • Y CITY OF MONTICELLO Required Supplementary Information Schedule of Employer's Share and Non -Employer Proportionate Share of Net Pension Liability 0: Public Emglovees Retirement Association - General Emnlovees Retirement Fund Schedule of Employer's Pension Contributions (1) Public Employees Retirement Association - General Employees Retirement Fund Fiscal Year Statutorily Contributions in Relation to the r-mpioyers (2) Ending Required Statutorily Required Deficiency Covered Proportionate December Contributions Employer's (Excess) Payroll of Covered Payroll Employer's Share of the (b) (a -b) Proportionate Plan 2015 Employer's Proportionate State of Total 7.5% Share of the Fiduciary Net 267,516 Proportion Share Minnesota's Employer's 269,721 Net Pension Position as a 3,596,280 (Percentage) (Amount) of Proportionate Proportionate - Liability as a Percentage of PERA Fiscal of the Net the Net Share of the Share of the (2) Percentage of the Total Year Ending Pension Pension Net Pension Net Pension Covered Covered Pension June 30, Liability Liability Liability Liability Payroll Payroll Liability 2015 0.0578% $2,995,496 $0 $2,995,496 $3,395,756 88.21% 78.2% 2016 0.0588% 4,774,268 62,387 4,836,655 3,651,024 130.77% 68.9% 2017 0.0549% 3,504,780 44,041 3,548,821 3,534,506 99.16% 75.9% 2018 0.0550% 3,051,175 100,077 3,151,252 3,697,145 82.53% 79.5% 2019 0.0565% 3,123,758 96,996 3,220,754 3,997,826 78.14% 80.2% 2020 0.0568% 3,405,420 104,919 3,510,339 4,048,023 84.13% 79.1% 2021 0.0580% 2,476,859 75,675 2,552,534 4,176,545 59.30% 87.0% 2022 0.0615% 4,870,820 142,791 5,013,611 4,608,333 105.70% 76.7% Schedule of Employer's Pension Contributions (1) Public Employees Retirement Association - General Employees Retirement Fund Fiscal Year Statutorily Contributions in Relation to the Contribution (2) Ending Required Statutorily Required Deficiency Covered Contributions as a Percentage December Contributions Contributions (Excess) Payroll of Covered Payroll 31, (a) (b) (a -b) (c) (b/c) 2015 $ 266,042 $266,042 $ - $ 3,547,217 7.5% 2016 267,516 267,516 - 3,566,884 7.5% 2017 269,721 269,721 - 3,596,280 7.5% 2018 287,700 287,700 - 3,835,998 7.5% 2019 308,216 308,216 - 4,109,547 7.5% 2020 304,809 304,809 - 4,064,114 7.5% 2021 321,643 321,643 - 4,288,573 7.5% 2022 363,693 363,693 - 4,849,241 7.5% (1) The city implemented GASB Statement No. 68 in fiscal 2015 (using a June 30, 2015 measurement date). This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) For purposes of this schedule, covered payroll is defined as "pensionable wages." 65 CITY OF MONTICELLO Required Supplementary Information Schedule of Changes in the Fire Relief Association's Net Pension Liability (Asset) and Related Ratios (1) Schedule of Employer's Pension Contributions - Monticello Fire Department Relief Association (1) City Fiscal Statutorily Required Contribution Deficiency Year Ending Contributions Actual Contributions Paid (Excess) Non -Employer Contribution - December 31, (a) (b) (a -b) State 2% Fire Aid 2015 $ $ $ $ 120,027 2016 123,656 2017 125,764 2018 130,874 2019 - - 122,639 2020 - - 128,638 2021 - - - 134,691 2022 - - 146,181 (1) The city implemented GASB Statement No. 68 in fiscal 2015 using a December 31, 2015 measurement date. This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered employee payroll percentage calculations). 2015 2016 2017 2018 2019 2020 2021 2022 Total pension liability Service cost $ 77,343 $ 79,730 $ 66,097 $ 71,325 $ 69,774 $ 69,921 $ 111,407 $ 111,576 Interest 41,888 44,224 49,857 49,897 50,829 43,168 40,329 50,536 Changes in benefit terms - 90,761 67,016 74,540 - - 207,898 - Experience gain/(loss) (53,156) (30,666) 94,235 (148,892) (20,335) (18,598) 185,765 Effect of changes in assumptions (10,673) - 8,770 44,564 - Benefit payments, including refund of member contributions (128,101) (1,168) (164,699) (121,900) (321,833) - - (199,527) Net change in total pension liability (8,870) 160,391 (23,068) 168,097 (341,352) 92,754 385,600 148,350 Total pension liability - beginning 1,026,005 1,017,135 1,177,526 1,154,458 1,322,555 981,203 1,073,957 1,459,557 Total pension liability - ending(A) $ 1,017,135 $ 1,177,526 $ 1,154,458 $ 1,322,555 $ 981,203 $ 1,073,957 $ 1,459,557 $ 1,607,907 Plan fiduciary net position Contributions - State $ 120,027 $ 123,656 $ 125,764 $ 130,874 $ 122,639 $ 128,638 $ 134,691 $ 146,181 Supplemental benefits reimbursements 2,000 - 2,000 1,000 5,068 - - 3,000 Net investment income (17,673) 55,902 126,579 (54,150) 172,359 139,820 110,486 (228,981) Benefit payments, including refund of member contributions (128,101) (1,168) (164,699) (121,900) (321,833) - - (199,527) Administrative expenses (3,532) (4,144) (4,331) (4,929) (5,204) (5,453) (5,508) (6,141) Net change in plan fiduciary net position (27,279) 174,246 85,313 (49,105) (26,971) 263,005 239,669 (285,468) Plan fiduciary net position - beginning 1,053,739 1,026,460 1,200,706 1,286,019 1,236,914 1,209,943 1,472,948 1,712,617 Plan fiduciary net position - ending (B) $ 1,026,460 $ 1,200,706 $ 1,286,019 $ 1,236,914 $ 1,209,943 $ 1,472,948 $ 1,712,617 $ 1,427,149 Net pension liability (asset) - ending (A) -(B) (9,325) (23,180) (131,561) 85,641 (228,740) (398,991) (253,060) 180,758 Plan fiduciary net position as a percentage of the total pension liability 100.9% 102.0% 111.4% 93.5% 123.3% 137.2% 117.3% 88.8% Covered employee payroll (2) N/A N/A N/A N/A N/A N/A N/A N/A Net pension liability as a percentage of covered employee payroll (2) N/A N/A N/A N/A N/A N/A N/A N/A Schedule of Employer's Pension Contributions - Monticello Fire Department Relief Association (1) City Fiscal Statutorily Required Contribution Deficiency Year Ending Contributions Actual Contributions Paid (Excess) Non -Employer Contribution - December 31, (a) (b) (a -b) State 2% Fire Aid 2015 $ $ $ $ 120,027 2016 123,656 2017 125,764 2018 130,874 2019 - - 122,639 2020 - - 128,638 2021 - - - 134,691 2022 - - 146,181 (1) The city implemented GASB Statement No. 68 in fiscal 2015 using a December 31, 2015 measurement date. This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered employee payroll percentage calculations). CITY OF MONTICELLO Required Supplementary Information Schedule of Changes in the City's Total OPEB Liability and Related Ratios (1) Total OPEB liability Service cost Interest Changes in assumptions Differences between expected and actual experience Benefit payments Net change in total OPEB liability Total OPEB liability - beginning Total OPEB liability - ending Covered employee payroll Net OPEB liability as a percentage of covered employee payroll 2018 2019 2020 2021 2022 $ 24,158 $ 10,152 $ 10,457 $ 11,264 $ 11,602 9,998 10,347 5,210 5,726 3,378 - (2,047) - 208 - (187,489) - 6,399 - (5,938) (13,277) (2,040) (3,765) (7,684) 28,218 (182,314) 13,627 19,832 7,296 281,745 309,963 127,649 141,276 161,108 $ 309,963 $ 127,649 $ 141,276 $ 161,108 $ 168,404 $ 3,130,628 $ 2,462,725 $ 2,536,607 $ 2,763,483 $ 2,846,387 10% 5% 6% 6% 6% (1) The city implemented GASB Statement No. 75 in fiscal 2018 using a January 1, 2018 measurement date. This schedule is intended to present 10 -year trend information. Additional years will be added as they become available. (2) No plan assets are accumulated in a trust that meets the criteria in paragraph 4 of GASB Statement No. 75. 67 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - General Fund For the Year Ended December 31, 2022 Original and Final Variance with Budget Actual Final Budget Revenues Mayor and council Property taxes $ 7,496,000 $ 7,485,252 $ (10,748) Franchise taxes 237,000 226,690 (10,310) Special assessments 100 418 318 Licenses and permits 471,100 613,014 141,914 Intergovernmental 463,000 609,105 146,105 Charges for services 1,144,000 1,398,877 254,877 Fines and forfeitures 51,600 36,808 (14,792) Investment earnings (loss) 32,000 (200,442) (232,442) Other revenues 635,200 949,507 314,307 Total revenues 10,530,000 11,119,229 589,229 Expenditures: Current General government Mayor and council 59,262 55,262 (4,000) City administration 1,075,361 938,931 (136,430) City clerk 195,337 227,096 31,759 Finance 615,515 625,523 10,008 Legal 27,500 24,524 (2,976) Human resources 148,810 139,338 (9,472) Planning and zoning 308,957 598,178 289,221 City hall 70,687 76,002 5,315 Public safety Law enforcement 1,650,816 1,633,774 (17,042) Fire and rescue 553,127 546,373 (6,754) Fire relief 140,000 146,181 6,181 Building inspections 567,751 583,073 15,322 Emergency Management 25,225 6,935 (18,290) Animal control 59,971 59,148 (823) National Guard 14,000 14,399 399 Public works Public works administration 157,673 140,020 (17,653) Public works inspections 359,683 263,931 (95,752) Streets and alleys 1,124,296 1,153,418 29,122 Ice and snow removal 407,126 320,884 (86,242) Shop and garage 315,246 295,613 (19,633) Street lighting 237,000 226,689 (10,311) Sanitation Refuse and recycling collection 802,878 784,052 (18,826) Recreation and culture Senior center 106,363 108,122 1,759 Park operations 1,230,204 1,235,095 4,891 Park ballfields 27,400 59,754 32,354 Shade tree 118,175 94,217 (23,958) Public arts 72,241 146,282 74,041 Library 53,396 48,401 (4,995) Total expenditures 10,524,000 10,551,215 27,215 Excess (deficiency) of revenues over expenditures 6,000 568,014 562,014 Other financing uses Transfers out (6,000) (150,000) (144,000) Net change in fund balance - 418,014 418,014 Fund balance at beginning of year 6,624,782 6,624,782 - Fund balance at end of year $ 6,624,782 $ 7,042,796 $ 418,014 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - Community Center Fund For the Year Ended December 31, 2022 Revenues Property taxes Intergovernmental Charges for services Investment earnings (loss) Other revenues Total revenues Expenditures Current Recreation and culture Operations Rentals Aquatics Concessions & guest services Maintenance Programming Capital outlay Aquatics Programming Total expenditures Net change in fund balance Fund balance at beginning of year Fund balance at end of year Original and Final Budget $ 485,000 400,000 899,000 1,000 15,000 1,800,000 $ 485,000 385,718 1,007,790 (10,799) 50,300 1,918,009 Variance with Final Budaet (14,282) 108,790 (11,799) 35,300 118,009 482,950 479,233 (3,717) 11,379 7,624 (3,755) 189,639 236,489 46,850 191,552 195,779 4,227 720,456 672,613 (47,843) 204,024 172,571 (31,453) - 12,460 12,460 - 81,559 81,559 1,800,000 1,858,328 58,328 - 59,681 59,681 389,738 389,738 - $ 389,738 $ 449,419 $ 59,681 .• NOTE 1. SCHEDULE OF EMPLOYER'S SHARE AND NON -EMPLOYER PROPORTIONATE SHARE OF NET PENSION LIABILITY — PUBLIC EMPLOYEES RETIREMENT ASSOCIATION The following changes were reflected in the valuation performed on behalf of the Public Employees Retirement Association for the year ended June 30: 2022 Changes in Actuarial Assumptions • The mortality improvement scale was changed from Scale MP -2020 to Scale MP -2021. Changes in Plan Provisions • There were no changes in plan provisions since the previous valuation. 2021 Changes in Actuarial Assumptions • The investment return and single discount rates were changed from 7.50 percent to 6.50 percent, for financial reporting purposes. • The mortality improvement scale was changed from Scale MP -2019 to Scale MP -2020. Changes in Plan Provisions • There were no changes in plan provisions since the previous valuation. 2020 Changes in Actuarial Assumptions • The price inflation assumption was decreased from 2.50% to 2.25%. • The payroll growth assumption was decreased from 3.25% to 3.00%. • Assumed salary increase rates were changed as recommended in the June 30, 2019 experience study. The net effect is assumed rates that average 0.25% less than previous rates. • Assumed rates of retirement were changed as recommended in the June 30, 2019 experience study. The changes result in more unreduced (normal) retirements and slightly fewer Rule of 90 and early retirements. • Assumed rates of termination were changed as recommended in the June 30, 2019 experience study. The new rates are based on service and are generally lower than the previous rates for years 2-5 and slightly higher thereafter. • Assumed rates of disability were changed as recommended in the June 30, 2019 experience study. The change results in fewer predicted disability retirements for males and females. • The base mortality table for healthy annuitants and employees was changed from the RP -2014 table to the Pub -2010 General Mortality table, with adjustments. The base mortality table for disabled annuitants was changed from the RP -2014 disabled annuitant mortality table to the PUB -2010 General/Teacher disabled annuitant mortality table, with adjustments. • The mortality improvement scale was changed from Scale MP -2018 to Scale MP -2019. • The assumed spouse age difference was changed from two years older for females to one year older. • The assumed number of married male new retirees electing the 100% Joint & Survivor option changed from 35% to 45%. The assumed number of married female new retirees electing the 100% Joint & Survivor option changed from 15% to 30%. The corresponding number of married new retirees electing the Life annuity option was adjusted accordingly. Changes in Plan Provisions • Augmentation for current privatized members was reduced to 2.0% for the period July 1, 2020 through December 31, 2023 and 0.0% after. Augmentation was eliminated for privatizations occurring after June 30, 2020. 70 2019 Changes in Actuarial Assumptions • The mortality projection scale was changed from MP -2017 to MP -2018. Changes in Plan Provisions • The employer supplemental contribution was changed prospectively, decreasing from $31.0 million to $21.0 million per year. The State's special funding contribution was changed prospectively, requiring $16.0 million due per year through 2031. 2018 Changes in Actuarial Assumption • The morality projection scale was changed from MP -2015 to MP -2017. • The assumed benefit increase was changed from 1.00% per year through 2044 and 2.50% per year thereafter to 1.25% per year. Changes in Plan Provisions • The augmentation adjustment in early retirement factors is eliminated over a five-year period starting July 1, 2019, resulting in actuarial equivalence after June 30, 2024. • Interest credited on member contributions decreased from 4.00% to 3.00%, beginning July 1, 2018. • Deferred augmentation was changed to 0.00%, effective January 1, 2019. Augmentation that has already accrued for deferred members will still apply. • Contribution stabilizer provisions were repealed. • Postretirement benefit increases were changed from 1.00% per year with a provision to increase to 2.50% upon attainment of 90.00% funding ratio to 50.00% of the Social Security Cost of Living Adjustment, not less than 1.00% and not more than 1.50%, beginning January 1, 2019. • For retirements on or after January 1, 2024, the first benefit increase is delayed until the retiree reaches normal retirement age; does not apply to Rule of 90 retirees, disability benefit recipients, or survivors. • Actuarial equivalent factors were updated to reflect revised mortality and interest assumptions. 2017 Changes in Actuarial Assumption • The Combined Service Annuity (CSA) loads were changed from 0.8% for active members and 60% for vested and non -vested deferred members. The revised CSA loads are now 0.00% for active member liability, 15.00% for vested deferred member liability, and 3.00% for nonvested deferred member liability. The assumed post-retirement benefit increase rate was changed from 1.00% per year for all years to 1.00% per year through 2044, and 2.50% per year thereafter. Changes in Plan Provisions • The State's contribution for the Minneapolis Employees Retirement Fund equals $16,000,000 in 2017 and 2018, and $6,000,000 thereafter. • The Employer Supplemental Contribution for the Minneapolis Employees Retirement Fund changed from $21,000,000 to $31,000,000 in calendar years 2019 to 2031. The state's contribution changed from $16,000,000 to $6,000,000 in calendar years 2019 to 2031. 71 2016 Changes in Actuarial Assumptions • The assumed postretirement benefit increase rate was changed from 1.00% per year through 2035 and 2.50% per year thereafter to 1.00% per year for all years. • The assumed investment return was changed from 7.90% to 7.50%. The single discount rate changed from 7.90% to 7.50°/x. • Other assumptions were changed pursuant to the experience study June 30, 2015. The assumed future salary increases, payroll growth, and inflation were decreased by 0.25% to 3.25% for payroll growth and 2.50% for inflation. Changes in Actuarial Plan Provisions There have been no changes since the prior valuation. 2015 Changes in Actuarial Assumptions • The assumed postretirement benefit increase rate was changed from 1.00% per year through 2030 and 2.50% per year thereafter to 1.00% per year through 2035 and 2.50% per year thereafter. Changes in Plan Provisions • On January 1, 2015, the Minneapolis Employees Retirement Fund was merged into the General Employees Fund, which increased the total pension liability by $1.1 billion and increase the fiduciary plan net position by $892 million. Upon consolidation, state and employer contributions were revised; the State's contribution of $6.0 million, which meets the special funding situation definition, was due September 2015. NOTE 2. SCHEDULE OF CHANGES IN THE FIRE RELIEF ASSOCIATION'S NET PENSION LIABILITY (ASSET) AND RELATED RATIOS Changes in Actuarial Assumptions and Benefit Terms • 2021 — The discount rate was decreased from 4.25% to 3.57%, which is primarily due to a lower weighted average rate of return on the FRA's asset classes of investment. The benefit level was increased from $4,200 to $5,100 per year of service. • 2019 — The discount rate was decreased from 4.42% to 4.25%, which is primarily due to a lower weighted average rate of return on the FRA's asset classes of investments. • 2018 — The benefit level was increased from $3,900 to $4,200 per year of service. • 2017 — The annual turnover rate was changed from 10% to 1 %. The discount rate was increased from 4.19% to 4.42%, which is primarily due to a reduction in the portfolio's average expense load. The benefit level was increased from $3,600 to $3,900 per year of service. • 2016 — The benefit level was increased from $3,300 to $3,600 per year of service. NOTE 3. SCHEDULE OF CHANGES IN THE CITY'S TOTAL OPEB LIABILITY AND RELATED RATIOS Changes in Actuarial Assumptions 2021 — The healthcare trend rates were changed to better anticipate short term and long-term medical increases. The mortality tables were updated from the RP -2014 White Collar Mortality Tables with the MP -2018 Generational Improvement Scale to the Pub -2010 Public Retirement Plans General Headcount -Weighted Mortality Tables with MP -2020 Generational Improvement Scale. The salary increase rates were changed from a flat 3% per year for all employees to rates which vary by service. The retirement and withdrawal rates were updated. The inflation rate changed from 2.50% to 2.00%. The discount rate was changed from 3.80% to 2.00°/x. 2020 — The healthcare trend rate was changed to better anticipate short-term and long-term medical increases. 72 2019 — The discount rate was increased from 3.3% to 3.8%. The health care trend rates were changed to better anticipate short term and long-term medical increases. The mortality tables were updated from the RP -2014 White Collar Mortality Tables with MP -2016 Generational Improvement Scale to the RP -2014 White Collar Mortality Tables with MP -2018 Generational Improvement Scale. The percentage of retirees electing single or family coverage was updated to reflect that the city sponsored plan has separated single and family premium rates, rather than a composite rate. The assumption was changed that 50% of eligible retirees will elect to continue coverage and 30% of retirees with coverage will elect family coverage. 2018 — The discount rate was decreased from 3.5% to 3.3%. NOTE 4. BUDGETARY INFORMATION A. Budgetary basis of accounting The city follows these procedures in establishing the budgetary data reflected in the basic financial statements: A. Prior to September 1, the city administrator submits to the city council a proposed operating budget for the fiscal year commencing the following January 1. The operating budget includes proposed expenditures and the means of financing them. The city council provides input and adjustments. Based on the proposed budget, the city council certifies the proposed property tax levy to the county auditor according to Minnesota Statutes before September 30. B. Public hearings are conducted at the city council's chambers in the Monticello Community Center. C. On or before December 28, the final budget is legally enacted by city council resolution and the final property tax levy is certified to the county auditor. D. Management is authorized to transfer budgeted amounts between departments within a fund; however, any revisions that alter the total expenditures of any fund must be approved by the city council. E. The city has legally adopted budgets for the General Fund and all special revenue funds. Expenditures may not legally exceed budgeted appropriations at the total fund level. Monitoring of budgets is maintained at the department level. All amounts over budget have been approved by the city council through the disbursement process. The city is not legally required to adopt an annual budget for the nonmajor special revenue funds, the Debt Service Fund, and the Capital Projects Funds. Project -length financial plans are adopted for the Debt Service and Capital Projects Funds. F. Budgets are adopted on a basis consistent with accounting principles generally accepted in the United States of America. Budgeted amounts are as originally adopted or amended by the city council. All annual appropriations lapse at year-end. B. Excess of expenditures over appropriations For the year ended December 31, 2022, expenditures exceeded appropriations in the General Fund and the Community Center Fund. The General Fund expenditures were over budget by $27,215, which was funded by revenues in excess of budget. The Community Center special revenue fund expenditures exceeded the budget by $58,328. The excess of expenditures was related to unbudgeted capital outlay to replace the indoor play structure. Revenues above budget were used to fund the additional expenditure. � Monticello 73 NONMAJOR GOVERNMENTAL FUNDS SPECIAL REVENUE FUNDS are used to account for revenue derived from specific taxes or other earmarked revenue sources (other than for major capital projects) that are restricted by law or administrative action to expenditures for specified purposes. Small Cities Development Program (SCDP) Fund - Established to account for the administration of loans to local businesses while following state and federal guidelines. Cemetery Fund — Established to account for the activities of cemetery operations at Riverside Cemetery. CAPITAL PROJECTS FUNDS are used to account for resources used for the acquisition and construction of capital assets by the city, except for those financed by proprietary funds. Street Lighting Improvement Fund — This fund was established to account for activities incorporating street lighting into designated areas throughout the city. A portion of the city's electric franchise fee is the main revenue source for this fund. Park & Pathway Improvement Fund — This fund was established to account for the accumulation of unrestricted resources from other sources used for park and pathway improvements. Park Dedication Fund — This fund was established to account for restricted fees collected from developers for park land acquisition and for park and pathway improvements. 75 Combining Balance Sheet Nonmajor Governmental Funds December 31, 2022 ASSETS Cash and investments Receivables Deferred special assessments Accounts Prepaid items Notes receivable Total assets LIABILITIES Accounts and contracts payable DEFERRED INFLOWS OF RESOURCES Unavailable revenue - special assessments FUND BALANCES Nonspendable Restricted Economic development Cemetery maintenance Park improvements Assigned for capital improvements Total fund balances Total liabilities, deferred inflows of resources, and fund balances CITY OF MONTICELLO Special Revenue Funds Capital Projects Funds Small Cities Street Development Lighting Park & Park Program Cemetery Improvement Pathway Dedication $ 767,787 $ 118,325 $ 1,213,352 $ 1,207,607 $ 100,706 $ 3,407,777 - - - - 4,231 4,231 - 44,531 - - 44,531 - 518 - - - 518 130,422 - - - - 130,422 $ 898,209 $ 118,843 $ 1,257,883 $ 1,207,607 $ 104,937 $ 3,587,479 Total $ - $ 1,000 $ - $ - $ - $ 1,000 - 4,231 4,231 - 518 - - 518 898,209 - - - - 898,209 - 117,325 - - - 117,325 - - - 100,706 100,706 - - 1,257,883 1,207,607 - 2,465,490 898,209 117,843 1,257,883 1,207,607 100,706 3,582,248 $ 898,209 $ 118,843 $ 1,257,883 $ 1,207,607 $ 104,937 $ 3,587,479 76 CITY OF MONTICELLO Combining Statement of Revenues, Expenditures and Changes in Fund Balance Nonmajor Governmental Funds For the Year Ended December 31, 2022 Special Revenue Funds Capital Projects Funds Small Cities Street Development Lighting Park & Park Program Cemetery Improvement Pathway Dedication Total Revenues Franchise taxes $ $ - $ 161,384 $ $ - $ 161,384 Special assessments - - 850 850 Intergovernmental - - 150,000 - 150,000 Charges for services 67,838 - - 144,832 212,670 Investment earnings (loss) (30,286) (3,519) (45,715) (42,465) 685 (121,300) Interest on loans 3,873 - - - - 3,873 Total revenues (26,413) 64,319 115,669 107,535 146,367 407,477 Expenditures Current Recreation and culture 26,660 - 500 - 27,160 Capital outlay Public works - 37,993 - - 37,993 Recreation and culture - - - 45,702 45,702 Total expenditures 26,660 37,993 500 45,702 110,855 Net change in fund balance (26,413) 37,659 77,676 107,035 100,665 296,622 Fund balance at beginning of year 924,622 80,184 1,180,207 1,100,572 41 3,285,626 Fund balance at end of year $ 898,209 $ 117,843 $ 1,257,883 $ 1,207,607 $ 100,706 $ 3,582,248 77 'INTERNAL SERVICE FUNDS x • ow 11 i Oc:l �wl�• I INTERNAL SERVICE FUNDS INTERNAL SERVICE FUNDS are used to account for the financing of centralized services to city departments on a cost -reimbursement basis (including depreciation). Benefit Accrual Fund — This fund was established to account for resources accumulated to satisfy paid - time -off (PTO) and vacation/sick leave liabilities of governmental fund employees. Central Equipment Fund — This fund was established to account for equipment purchases and rental to various governmental fund departments. Information Technology (IT) Services Fund — This fund was established to account for the accumulation and distribution of various IT related costs, including communications, software support, capital and non -capital equipment, and software purchases. Facilities Management Fund — This fund was established to account for the accumulation and distribution of various Facility Maintenance related costs across the city owned properties. 79 Combining Statement of Net Position Internal Service Funds December 31, 2022 ASSETS Current assets Cash and investments Due from other governmental units Prepaid items Total current assets Noncurrent assets Capital assets Machinery and equipment Less accumulated depreciation Total noncurrent assets Total Assets LIABILITIES Current liabilities Accounts payable Accrued interest payable Due to other governmental units Bonds payable due within one year Compensated absences due within one year Total current liabilities Noncurrent liabilities Bonds payable, net current portion Compensated absences payable Total noncurrent liabilities Total Liabilities NET POSITION Net investment in capital assets Unrestricted Total Net Position Benefit Central Accrual Equipment CITY OF MONTICELLO IT Facilities Services Maintenance Total $ 304,360 $ 1,383,686 $ 86,813 $ 74,909 $ 1,849,768 - 483 - - 483 - - 55,473 2,307 57,780 304,360 1,384,169 142,286 77,216 1,908,031 - 4,110,695 308,399 - 4,419,094 - (1,425,367) (101,046) - (1,526,413) - 2,685,328 207,353 - 2,892,681 304,360 4,069,497 349,639 77,216 4,800,712 - - 39,184 25,647 64,831 - 149 - - 149 - - - 91 91 - 60,000 - - 60,000 261,401 - 252 14,016 275,669 261,401 60,149 39,436 39,754 400,740 - 60,000 - - 60,000 29,045 - 28 1,557 30,630 29,045 60,000 28 1,557 90,630 290,446 120,149 39,464 41,311 491,370 - 2,565,328 186,130 - 2,751,458 13,914 1,384,020 124,045 35,905 1,557,884 $ 13,914 $ 3,949,348 $ 310,175 $ 35,905 $ 4,309,342 M CITY OF MONTICELLO Combining Statement of Revenues, Expenses and Changes in Net Position 9,325 Internal Service Funds 96,554 131,377 237,256 Materials and supplies For the Year Ended December 31, 2022 - 40,877 65,188 106,065 Benefit Central IT Facilities 357,157 Accrual Equipment Services Maintenance Total Operating revenues 411,756 Total operating expenses 9,325 379,442 Charges to other funds $ 9,325 $ 578,400 $ 421,000 $ 413,327 $ 1,422,052 Other revenues - 33,529 2,450 60,156 96,135 Total operating revenues 9,325 611,929 423,450 473,483 1,518,187 Operating expenses Personal services 9,325 - 96,554 131,377 237,256 Materials and supplies - - 40,877 65,188 106,065 Other services and charges - - 301,136 357,157 658,293 Depreciation - 379,442 32,314 - 411,756 Total operating expenses 9,325 379,442 470,881 553,722 1,413,370 Operating income (loss) - 232,487 (47,431) (80,239) 104,817 Nonoperating revenues (expenses) Investment earnings (loss) (11,885) (51,466) (6,977) (2) (70,330) Interest expense - (5,151) - - (5,151) Total nonoperating revenues (expenses) (11,885) (56,617) (6,977) (2) (75,481) Income before transfers (11,885) 175,870 (54,408) (80,241) 29,336 Transfers in - - - 150,000 150,000 Change in net position (11,885) 175,870 (54,408) 69,759 179,336 Net position at beginning of year 25,799 3,773,478 364,583 (33,854) 4,130,006 Net position at end of year $ 13,914 $ 3,949,348 $ 310,175 $ 35,905 $ 4,309,342 81 CITY OF MONTICELLO Combining Statement of Cash Flows Internal Service Funds For the Year Ended December 31, 2022 Schedule of noncash capital and related financing activities: Capital assets purchased on account $ - $ - $ 21,223 $ - $ 21,223 Benefit Central IT Facilities Accrual Equipment Services Maintenance Total Cash flow from operating activities Cash received from internal services provided $ 9,325 $ 662,168 $ 423,450 $ 473,483 $ 1,568,426 Cash paid to suppliers for goods and services - (51,722) (316,732) (420,144) (788,598) Cash paid to employees - - (97,194) (130,637) (227,831) Net cash provided (used) by operating activities 9,325 610,446 9,524 (77,298) 551,997 Cash flows from noncapital financing activities Transfers from other funds - - - 150,000 150,000 Cash flows from capital and related financing activities Acquisition of capital assets - (521,963) (87,731) - (609,694) Principal payments on long-term debt - (60,000) - - (60,000) Interest and fiscal charges paid on long-term debt - (5,220) - - (5,220) Net cash (used) by capital and related financing activities - (587,183) (87,731) - (674,914) Cash flows from investing activities Interest on investments (loss) (11,885) (51,466) (6,977) (2) (70,330) Increase (decrease) in cash and cash equivalents (2,560) (28,203) (85,184) 72,700 (43,247) Cash and cash equivalents - January 1 306,920 1,411,889 171,997 2,209 1,893,015 Cash and cash equivalents - December 31 $ 304,360 $ 1,383,686 $ 86,813 $ 74,909 $ 1,849,768 Reconciliation of operating income (loss) to net cash provided by operating activities: Operating income (loss) $ - $ 232,487 $ (47,431) $ (80,239) $ 104,817 Adjustments to Reconcile Operating Income (Loss) to Net Cash Provided by Operating Activities: Depreciation - 379,442 32,314 - 411,756 Changes in assets and liabilities: (Increase) decrease in prepaid items - - (1,972) (2,307) (4,279) (Increase) decrease in due from other government units - (483) - - (483) Increase (decrease) in accounts payable - (51,722) 27,253 4,497 (19,972) Increase (decrease) in due to other government units - - - 11 11 Increase (decrease) in compensated absences 9,325 - (640) 740 9,425 Net cash provided (used) by operating activities $ 9,325 $ 559,724 $ 9,524 $ (77,298) $ 501,275 Schedule of noncash capital and related financing activities: Capital assets purchased on account $ - $ - $ 21,223 $ - $ 21,223 Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2022 With Comparative Actuals for the years Ended December 31, 2018 - 2021 Revenue and other sources - summary Property taxes Franchise taxes Special assessments Licenses and permits Intergovemmental Charges for services Fines and forfeitures Investment earnings (loss) Other Other Financing Sources Total Revenues & Other Sources Revenue and other sources - detail Property taxes Property tax - current Property tax - delinquent Mobile home tax Penalties and interest - taxes Franchise taxes Franchise taxes - electric Special assessments Assessment for services/projects Licenses and permits Liquor license Beer license Other business licenses & permits Building permits Variance/conditional use permits Driveway permits Mobile home permits Excavation permits Right-of-way permits Sign/banner permits Animal licenses Intergovernmental Pera increase aid Homestead and ag credit Federal - operating State highway aid - operating Fire department aid - operating Police department aid - operating County operating grant - street/highway County operating grant - emergency management County operating grant - recycling Operating grant - other Charges for services Assessment searches County assessor fee Blight notice fee Planning administration fee NSF fee Inspection/construction fees Contractor licensing fee Fire protections fees - townships Fire emergency response fee Fire inspection fee Fire - other fees Blight mowing fees Rental housing fees Animal control fees Miscellaneous pubic works Tree and brush removal charge Recycling charge Garbage fee - taxable Garbage surcharge - not taxable Field/Tourney fees Park rental fees Alcohol Fees Concessions Arts activity fees Developer cost reimbursement Billboard land rental Lease - Prairie Center Lease - Soccer Club Lease - communication tower General charges for services CITY OF MONTICELLO 6,567,152 6,649,999 6,758,778 7,159,058 2022 7,436,942 Variance with 2018 2019 2020 2021 Final 2022 Final Actual Actual Actual Actual Budget Actual Budget $ 6,634,769 $ 6,689,647 $ 6,797,640 $ 7,233,198 $ 7,496,000 $ 7,485,252 $ (10,748) 245,000 211,000 194,000 193,585 237,000 226,690 (10,310) 206 802 166 468 100 418 318 504,464 603,925 521,369 804,889 471,100 613,014 141,914 428,443 431,004 737,650 625,382 463,000 609,105 146,105 590,106 792,311 936,731 1,274,062 1,144,000 1,398,877 254,877 45,350 40,054 31,852 49,566 51,600 36,808 (14,792) 106,767 228,216 138,968 (38,486) 32,000 (200,442) (232,442) 134,688 236,037 431,683 690,999 635,200 949,507 314,307 15,000 54,340 540 5,954 300 1,000 - 8,704,793 9,287,336 9,790.059 10,833,663 10,530,000 11,119,229 589,229 6,567,152 6,649,999 6,758,778 7,159,058 7,475,000 7,436,942 (38,058) 46,482 17,832 15,998 49,891 - 20,753 20,753 18,984 18,202 20,152 22,033 18,500 - (18,500) 2,151 3,614 2,712 2,216 2,500 27,557 25,057 245,000 211,000 194,000 193,585 237,000 226,690 (10,310) 206 802 166 468 100 418 318 50,295 52,303 37,512 1,500 48,100 63,198 15,098 1,988 - - - - - - 6,840 7,540 6,430 4,378 6,000 5,023 (977) 427,644 520,409 461,383 770,800 400,000 529,120 129,120 - - 200 - - - - 180 510 275 155 200 675 475 720 2,551 540 5,954 300 1,000 700 7,410 6,720 8,375 11,025 5,000 7,360 2,360 3,707 4,567 3,061 2,674 3,000 2,542 (458) 4,815 6,020 2,840 5,623 4,500 3,430 (1,070) 865 3,305 753 2,780 4,000 666 (3,334) 6,849 6,741 - - - - - - - - 181 188 188 - - 274,315 10,000 - - - 155,374 155,211 171,913 179,842 152,000 198,895 46,895 130,874 123,640 131,638 134,691 140,000 146,181 6,181 71,834 81,708 84,631 82,526 81,000 90,713 9,713 27,353 26,428 30,947 27,870 26,000 32,427 6,427 12,331 7,531 3,977 11,111 19,000 7,594 (11,406) 19,978 19,745 20,944 19,546 19,000 20,112 1,112 3,850 10,000 19,285 159,615 26,000 112,995 86,995 10,695 13,940 17,530 18,691 13,000 9,030 (3,970) - - - 400 - 2,950 2,950 - 120 - 300 300 5,876 24,571 5,550 6,600 4,000 6,425 2,425 30 - - 30 - 30 30 764 907 827 1,306 300 560 260 290 720 340 475 - 175 175 142,374 142,740 143,533 14 3, 899 143,000 144,570 1,570 19,995 19,210 57,650 5,160 15,000 2,380 (12,620) - - - 50 - - - 11,808 3,345 2,359 13,011 3,000 3,815 815 - - - 470 - 940 940 45,500 42,835 45,365 45,910 41,000 58,565 17,565 45,232 38,915 40,428 49,002 45,000 58,544 13,544 8,621 - - - - - - 2,365 2,580 2,730 2,275 2,300 3,300 1,000 30 - 54,259 104,305 205,400 195,197 (10,203) 169,217 381,328 467,829 518,244 562,000 555,426 (6,574) 90 - - - - - - 14,400 13,200 4,415 30,980 32,000 35,700 3,700 9,051 5,751 5,386 11,798 5,000 11,212 6,212 - - - - 360 360 - 1,297 1,297 400 - - - - - 16,429 19,498 13,656 233,371 46,000 223,120 177,120 22,881 23,475 21,714 24,367 - 22,101 22,101 28,548 30,154 24,098 32,501 - - - - - - - 14,468 14,468 29,213 26,300 26,959 28,872 27,000 45,980 18,980 6,697 2,442 2,103 2,225 - 2,432 2,432 84 85 CITY OF MONTICELLO Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2022 (Continued) With Comparative Actuals for the years Ended December 31, 2018 - 2021 2022 Variance with 2018 2019 2020 2021 Final 2022 Final Actual Actual Actual Actual Budget Actual Budget Fines and forfeitures Court fines $ 44,450 $ 38,454 $ 31,170 $ 47,866 $ 50,000 $ 35,658 $ (14,342) Animal impound fines 400 1,100 682 700 1,600 650 (950) Liquor license violation 500 500 - 1,000 - 500 500 Investment earnings Investment earnings (loss) 106,767 228,216 138,968 (38,486) 32,000 (200,442) (232,442) Other Solar investment rebates - - 326,917 427,842 570,000 496,430 (73,570) City property rental 1,600 1,600 277 1,600 1,600 1,900 300 Contributions 13,543 42,567 2,218 36,707 2,500 128,953 126,453 Sale of city property 5,724 3,096 16,945 12,475 2,500 23,502 21,002 Sale of lock boxes 920 2,400 3,544 38,097 1,800 10,812 9,012 Tree Sales 7,073 6,752 5,346 9,127 7,000 9,453 2,453 Copies 15 47 87 27 - 38 38 Refunds & reimbursables 42,297 21,663 24,026 75,692 - 55,822 55,822 Assessment fee reimbursement 21,300 16,575 15,300 14,700 15,000 16,875 1,875 Fire contributions 2,973 84,149 3,764 28,009 - 16,999 16,999 Insurance claims - 1,867 - 6,944 - 140,257 140,257 Other miscellaneous 39,243 55,321 33,259 39,779 34,800 48,466 13,666 Other Financing Sources Sales of capital assets 15,000 29,340 - - - - - Transfers from other funds - 25,000 Total revenues and other sources $ 8,704,793 $ 9,287,336 $ 9,790,059 $ 10,833,663 $ 10,530,000 $ 11,119,229 $ 589,229 Expenditures and other uses - summary General government $ 1,654,538 $ 1,775,332 $ 2,168,641 $ 2,639,420 $ 2,501,429 $ 2,684,854 $ 183,425 Public safety 2,356,471 2,451,784 2,745,974 2,874,183 3,010,890 2,989,883 (21,007) Public works 2,079,091 2,222,034 1,899,315 2,123,898 2,601,024 2,400,555 (200,469) Sanitation 615,586 610,944 681,948 754,132 802,878 784,052 (18,826) Transit 18,333 - - - - Recreation and culture 1,200,388 1,209,429 1,331,196 1,457,483 1,607,779 1,691,871 84,092 Transfers out and other uses 700,000 1,450,040 1,000,000 1,000,000 6,000 150,000 144,000 Total expenditures and other uses $ 8,624,407 $ 9,719,563 $ 9,827,074 $ 10,849,116 $ 10,530,000 $ 10,701,215 $ 171,215 Expenditures and other uses - divisions General government Mayor and council $ 53,928 $ 57,409 $ 52,589 $ 57,171 $ 59,262 $ 55,262 $ (4,000) City administration 449,100 443,963 789,820 951,793 1,075,361 938,931 (136,430) City clerk 130,948 121,197 180,824 125,286 195,337 227,096 31,759 Finance 430,924 456,902 451,819 455,839 615,515 625,523 10,008 Audit 40,531 45,940 39,559 44,797 - - - City assessing 66,190 64,554 70,115 77,600 - - Legal 27,967 41,837 29,340 25,883 27,500 24,524 (2,976) Human resources 126,581 142,812 142,232 131,469 148,810 139,338 (9,472) Planning and zoning 239,045 315,091 339,005 685,172 308,957 598,178 289,221 City hall 66,111 66,422 60,501 68,094 70,687 76,002 5,315 Prairie center building 25,232 21,225 14,857 16,316 - - - Public safety Law enforcement 1,362,411 1,455,727 1,524,150 1,602,876 1,650,816 1,633,774 (17,042) Fire and rescue 435,068 477,941 414,399 459,593 553,127 546,373 (6,754) Fire relief 132,874 123,640 131,638 134,691 140,000 146,181 6,181 Building inspections 351,511 324,072 354,251 599,569 567,751 583,073 15,322 Emergency management 12,332 8,253 257,565 13,725 25,225 6,935 (18,290) Animal control 46,608 46,709 49,522 50,586 59,971 59,148 (823) National guard 13,649 13,423 12,429 13,143 14,000 14,399 399 Public works Public works administration 196,851 228,625 221,881 244,352 157,673 140,020 (17,653) Engineering 126,179 111,710 80,432 93,848 - - Public works inspections 83,560 90,047 102,110 107,587 359,683 263,931 (95,752) Streets and alleys 891,117 920,384 777,633 919,550 1,124,296 1,153,418 29,122 Ice and snow 344,974 454,607 326,120 294,312 407,126 320,884 (86,242) Shop and garage 168,049 178,063 199,310 269,193 315,246 295,613 (19,633) Stormwater 23,883 27,650 - - - - Streetlighting 244,478 210,948 191,829 195,056 237,000 226,689 (10,311) Sanitation Refuse and recycling collection 615,586 610,944 681,948 754,132 802,878 784,052 (18,826) Transit Bus service 18,333 - - - - - - Recreation and culture Senior center 103,226 102,169 103,662 105,689 106,363 108,122 1,759 Park operations 916,335 925,482 1,040,665 1,098,446 1,230,204 1,235,095 4,891 Park ballfields 21,063 19,836 23,685 28,072 27,400 59,754 32,354 Shade tree 80,916 61,396 79,024 87,525 118,175 94,217 (23,958) Public arts 29,876 46,954 36,092 93,245 72,241 146,282 74,041 Library 48,972 53,592 48,068 44,506 53,396 48,401 (4,995) Transfers out and other uses Transfers out 700,000 1,450,040 1,000,000 1,000,000 6,000 150,000 144,000 Total expenditures & other uses $ 8,624,408 $ 9,719,564 $ 9,827,074 $ 10,849,116 $ 10,530,000 $ 10,701,215 $ 171,215 Revenue and other sources over (under) expenditures and other uses $ 80,385 $ (432,228) $ (37,015) $ (15,453) $ - $ 418,014 $ 418,014 85 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - Small Cities Development Program For the Year Ended December 31, 2022 Revenues Investment earnings (loss) Interest on loans Total revenues Fund balance at beginning of year Fund balance at end of year Original and Final Variance with Budget Actual Final Budget $ 8,000 $ (30,286) $ (38,286) - 3,873 3,873 8,000 (26,413) (34,413) 924,622 924,622 - $ 932,622 $ 898,209 $ (34,413) CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - Cemetery Fund For the Year Ended December 31, 2022 Revenues Charges for services Investment earnings (loss) Total revenues Expenditures Current Recreation and culture Cemetery operations Net change in fund balance Fund balance at beginning of year Fund balance at end of year Original and Final Variance with Budget Actual Final Budget $ 32,900 $ 67,838 $ 34,938 100 (3,519) (3,619) 33,000 64,319 31,319 33,000 26,660 (6,340) - 37,659 37,659 80,184 80,184 - $ 80,184 $ 117,843 $ 37,659 87 CITY OF MONTICELLO Schedule of Assets, Liabilities, Deferred Inflows of Resources and Fund Balances Debt Service Activities December 31, 2022 ASSETS Cash and cash equivalents Receivables Unremitted special assessments Delinquent special assessments Deferred special assessments Total assets LIABILITIES Accounts and contracts payable DEFERRED INFLOWS OF RESOURCES Unavailable revenue - special assessments FUND BALANCES Restricted for debt service Total liabilities, deferred inflows of resources, and fund balances $ - $ 417 $ 417 $ 417 $ 417 $ 417 $ 417 $ 2,502 61,988 246,643 150,424 - 61,380 761,401 1,281,836 121,705 313,731 274,359 79,499 48,734 136,277 974,305 $ - $ 184,110 $ 560,791 $ 425,200 $ 79,916 $ 110,531 $ 898,095 $2,258,643 General Obligation Bonds 2011A 2015B 2016A 2017A 2018A 2019A 2020A Refunding Bonds Bonds Bonds Bonds Bonds Bonds Total $ - $ 122,122 $ 311,260 $ 273,828 $ 79,916 $ 49,151 $ 136,303 $ 972,580 - - 2,887 948 - - 391 4,226 - 10,403 77 51 - - 930 11,461 - 51,585 246,567 150,373 - 61,380 760,471 1,270,376 $ - $ 184,110 $ 560,791 $ 425,200 $ 79,916 $ 110,531 $ 898,095 $2,258,643 $ - $ 417 $ 417 $ 417 $ 417 $ 417 $ 417 $ 2,502 61,988 246,643 150,424 - 61,380 761,401 1,281,836 121,705 313,731 274,359 79,499 48,734 136,277 974,305 $ - $ 184,110 $ 560,791 $ 425,200 $ 79,916 $ 110,531 $ 898,095 $2,258,643 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Debt Service Activities For the Year Ended December 31, 2022 General Obligation Bonds 2011A 2015B 2016A 2017A 2018A 2019A 2020A Refunding Bonds Bonds Bonds Bonds Bonds Bonds Total Revenues Property taxes $ - $ 192,650 $ 406,929 $ 427,367 $ 451,812 $ 709,446 $ 123,196 $ 2,311,400 Special assessments - 10,402 83,116 49,837 - 13,811 160,103 317,269 Investment earnings (loss) (1) (6,507) (17,733) (13,566) (5,361) (5,948) (4,623) (53,739) Other revenue 197,925 - - - - - - 197,925 Total revenues 197,924 196,545 472,312 463,638 446,451 717,309 278,676 2,772,855 Expenditures Debt service Principal Interest and fiscal charges Total expenditures Excess (deficiency) of revenues over expenditures Other financing uses Transfers out Net change in fund balance Fund balance at beginning of year Fund balance at end of year 195,000 165,000 470,000 385,000 320,000 575,000 205,000 2,315,000 3,675 45,717 57,265 85,257 127,455 143,355 36,235 498,959 198,675 210,717 527,265 470,257 447,455 718,355 241,235 2,813,959 (751) (14,172) (54,953) (6,619) (1,004) (1,046) 37,441 (41,104) (108,801) - - - - - - (108,801) (109,552) (14,172) (54,953) (6,619) (1,004) (1,046) 37,441 (149,905) 109,552 135,877 368,684 280,978 80,503 49,780 98,836 1,124,210 $ - $ 121,705 $ 313,731 $ 274,359 $ 79,499 $ 48,734 $ 136,277 $ 974,305 IQ DISCRETELY PRESENTED COMPONENT UNIT - CONOMIC DEVELOPMENT AUTHORITY 14 �•• ,`��r•.rrr�}'��1�4+1f'�r�ytif4v �.[[?N���'ir. .'� \ _ .` .t F �.. -,. _ _ ,'.i." .r •`�<j ;� r : f y . ej r �•T 1 .yit %,'� • - +�,, r . � i � � l . _ ,R r �. +> .i �,,, :� � i � � �r, k�''f y clKVt « ' . 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S,c 'C � Ate+ �'\ �y'"' r irt'. • ! t� ) �F � "i l+ ryT 1.i', i , t�•fiZ ,.,�' �`':'',��c,�• nr'S ir'� r` f J ' rr t++r: x "r? 'f r ` �' .*.r•,f 4.�''�'. coiry (DIP 100 Schedule of Assets, Liabilities, Deferred Inflows of Resources and Fund Balances Discretely Presented Component Unit - Economic Development Authority December 31, 2022 ASSETS Cash and investments Receivables Unremitted taxes Delinquent taxes Accounts Intrafund receivable Prepaid items Notes receivable Land held for resale Total Assets LIABILITIES Accounts and contracts payable Due to other governmental units Intrafund payable Unearned revenue Total liabilities DEFERRED INFLOWS OF RESOURCES Unavailable revenue - property taxes FUND BALANCES Nonspendable Restricted Assigned Total fund balance Total Liabilities, Deferred Inflows of Resources, And Fund Balances Required or Actual Decertification Date TIF District Type (d) = decertified 91 TIF 6 (d) TIF 19 TIF 20 (d) TIF 22 TIF 24 EDA General GMEF TIF Future Raindance MS Shores Prairie West Downtown St. Henry's $ 2,745,696 $ 937,668 $ $ 18,001 $ $ 104,172 $ 437,082 $ - 12,121 - - - - - - 1,722 - - 2,687 16,103 - - - - - 124,149 - 731,000 - - 2,362 - - - - 127,246 306,497 - - - 2,006,336 - - - 163,200 $ 5,035,735 $ 1,244,165 $ $ 749,001 $ $ 104,172 $ 602,969 $ - $ 19,030 $ - $ $ - $ $ - $ 6,198 $ 326 - - - - 45,363 - - - - - - - 163,200 19,356 45,363 - 169,398 1,722 - - 2,687 2,362 - - - - - - 1,244,165 749,001 104,172 430,884 - 5,012,295 - (45,363) - - - - 5,014,657 1,244,165 (45,363) 749,001 104,172 430,884 - $ 5,035,735 $ 1,244,165 $ - $ 749,001 $ $ 104,172 $ 602,969 $ - 12/9/2013 1213112023 12/10/2018 1213112024 1213112026 Redevelopment Housing Redevelopment Housing & Housing Redevelopment 91 CITY OF MONTICELLO TIF 29 TIF 30 TIF 34 TIF 40 TIF 41 TIF 43 GAAP Total Front Porch CMHP Interchange Briggs UMC Headwaters Reconciliation EDA $ - $ 78,500 $ 77,370 $ 6,506 $ $ - $ $ 4,404,995 - - - - 12,121 4,409 16,103 (855,149) - 2,362 433,743 2,169,536 $ $ 78,500 $ 77,370 $ 6,506 $ $ - $(855,149) $ 7,043,269 $ - $ - $ - $ - $ $ 127,246 $ - $ 152,474 - - - - 326 - 78,500 731,286 (855,149) - - - (163,200) - 78,500 731,286 127,246 (1,018,349) 152,800 - - - - - 4,409 - - - - 2,362 - 77,370 6,506 (731,286) (127,246) 163,200 1,916,766 - - - - - 4,966,932 - 77,370 6,506 (731,286) (127,246) 163,200 6,886,060 $ - $ 78,500 $ 77,370 $ 6,506 $ - $ $ (855,149) $ 7,043,269 1213112029 1213112029 1213112022 1213112045 1213112030 Housing Housing Redevelopment Housing Economic Development Total fund balances - Economic Development Authority $ 6,886,060 Some of the EDA's property taxes will be collected after year-end, and, therefore, are reported as deferred inflows of resources in the governmental funds. 4,409 Noncurrent liabilities are not due and payable in the current period and, therefore, are not reported as liabilities in the fund. Compensated absences (13,747) Total OPEB liability (2,537) Net pension liability (119,179) Governmental funds do not report long-term amounts related to pensions and other post -employment benefits. Deferred outflows of other post -employment benefits resources 237 Deferred outflows of pension resources 37,622 Deferred inflows of other post -employment benefits resources (487) Deferred inflows of pension resources (1,646) Total net position - governmental activities $ 6,790,732 92 Schedule of Revenues, Expenditures and Changes in Fund Balance Discretely Presented Component Unit - Economic Development Authority For the Year Ended December 31, 2022 Revenues Property taxes Tax increments Intergovernmental Charges for services Investment earnings (loss) Interest on loans Other revenues Total revenues Expenditures Current Salary and wages Benefits Supplies Professional services - legal Professional services - other LPV Insurance Legal and general publications Property taxes Marketing Dues and membership Utilities IT services Travel and conferences Land adjustment to market Qualifying TIF expenditures Other expenditures Excess increments Interest on intrafund loans PAYG payments to third parties Total expenditures Net change in fund balances Fund balance at beginning of year Fund balance at end of year Required or Actual Decertification Date TIF District Type (d) = decertified 124,897 - 46,365 374 - 10,497 - - 278,004 - 249 1,286 1,668 - - - - 203 - - 48 48 48 13,664 - - - - - 26,766 - 8,091 - 7,334 - - 3,659 - 1,996 - - 7,479 - - - - 172,703 - 170,361 520,119 - - - - - - 188,360 - - - 12,191 1,051,116 173,000 48 372,246 566,617 9,114 - (131,947) (48) (76,246) 4,448,040 1,235,051 (45,363) 749,001 131,947 104,220 507,130 $ 5,014,657 $ 1,244,165 $ (45,363) $ 749,001 $ - $ 104,172 $ 430,884 12/9/2013 1213112023 12/10/2018 1213112024 Redevelopment Housing Redevelopment Housing & Redevelopment 93 TIF 6 (d) TIF 19 TIF 20 (d) TIF 22 EDA General GMEF TIF Future Raindance MS Shores Prairie West Downtown $ 388,291 $ $ $ $ - $ - $ - - - 41,053 - 296,000 375,547 - - - 130,973 - - - - (115,830) - - 2,286 9,114 - - - 836,466 - - - - - 1,617,733 9,114 - 41,053 - 296,000 124,897 - 46,365 374 - 10,497 - - 278,004 - 249 1,286 1,668 - - - - 203 - - 48 48 48 13,664 - - - - - 26,766 - 8,091 - 7,334 - - 3,659 - 1,996 - - 7,479 - - - - 172,703 - 170,361 520,119 - - - - - - 188,360 - - - 12,191 1,051,116 173,000 48 372,246 566,617 9,114 - (131,947) (48) (76,246) 4,448,040 1,235,051 (45,363) 749,001 131,947 104,220 507,130 $ 5,014,657 $ 1,244,165 $ (45,363) $ 749,001 $ - $ 104,172 $ 430,884 12/9/2013 1213112023 12/10/2018 1213112024 Redevelopment Housing Redevelopment Housing & Redevelopment 93 I.STATISTICAL SECTION Net Position by Component Last Ten Fiscal Years (accrual basis of accounting) Governmental activities Net investment in capital assets Restricted Unrestricted Total governmental net position Business -type activities Net investment in capital assets Restricted Unrestricted Total business -type net position Primary government Net investment in capital assets Restricted Unrestricted Total primary government net position CITY OF MONTICELLO 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 $ 44,268,757 $ 48,253,810 $ 38,099,568 $ 41,077,683 $ 41,535,637 $ 43,517,983 $ 40,008,410 $ 40,836,892 $ 52,035,838 $ 52,824,487 18,118,070 10,453,449 12,633,770 10,569,693 11,599,951 9,649,085 8,690,172 5,451,441 4,010,180 3,353,897 13,487,299 14,792,521 18,144,067 20,824,170 20,899,110 23,422,548 27,133,699 32,661,667 21,443,730 22,630,226 $ 75,874,126 $ 73,499,780 $ 68,877,405 $ 72,471,546 $ 74,034,698 $ 76,589,616 $ 75,832,281 $ 78,950,000 $ 77,489,748 $ 78,808,610 $ 20,496,832 $ 42,117,264 $ 40,722,087 $ 41,014,122 $ 39,944,797 $ 39,250,211 $ 42,808,003 $ 41,000,179 $ 40,089,758 $ 38,793,527 6,463,638 9,121,952 8,163,982 9,052,590 11,905,058 13,261,505 14,855,640 17,649,288 21,628,933 24,979,320 $ 26,960,470 $ 51,239,216 $ 48,886,069 $ 50,066,712 $ 51,849,855 $ 52,511,716 $ 57,663,643 $ 58,649,467 $ 61,718,691 $ 63,772,847 $ 64,765,589 $ 90,371,074 $ 78,821,655 $ 82,091,805 $ 81,480,434 $ 82,768,194 $ 82,816,413 $ 81,837,071 $ 92,125,596 $ 91,618,014 18,118,070 10,453,449 12,633,770 10,569,693 11,599,951 9,649,085 8,690,172 5,451,441 4,010,180 3,353,897 19,950,937 23,914,473 26,308,049 29,876,760 32,804,168 36,684,053 41,989,339 50,310,955 43,072,663 47,609,546 $ 102,834,596 $ 124,738,996 $ 117,763,474 $ 122,538,258 $ 125,884,553 $ 129,101,332 $ 133,495,924 $ 137,599,467 $ 139,208,439 $ 142,581,457 $100 $80 U) o $60 $40 $20 2013 2014 Primary Government Net Position 2015 2016 2017 2018 2019 2020 2021 2022 ■ Net investment in capital assets ■ Restricted net position ■ Unrestricted net position Note 1: In fiscal years 2012 and 2013, the city had a change in accounting principle, a change in fund structure, and prior period adjustments. In addition, the city implemented GASB Statement No. 68 and GASB Statement No. 71 in fiscal year 2015, and GASB Statement No. 75 in fiscal year 2018. Prior years have not been adjusted to reflect these changes. Note 2: In 2021, the city used existing resources to purchase land for future capital construction and redeemed the judgment portion of the 2014A bonds early, accounting for $10,242,136 of the increase in the net investment in capital assets and decrease in unrestricted net position for governmental activities. f (continued) M CITY OF MONTICELLO Changes in Net Position Last Ten Fiscal Years (accrual basis of accounting) Expenses 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Governmental activities General government $ 1,623,727 $ 1,488,243 $ 1,447,725 $ 1,694,111 $ 1,656,666 $ 1,614,613 $ 1,927,752 $ 2,335.614 $ 2,604,600 $ 2,798,491 Public safety 1,884,981 1,880,193 1,960,009 2,187,363 2,208,971 2,377,661 2,406,748 2,658,246 3,089,673 3,168,835 Public works 5,163,461 5,223,345 5,312,612 5,480,074 5,292,743 5,548,199 5,765.576 4,777.282 4,833,405 5,556,590 Sanitation 487,268 517,956 563,477 600,300 614,328 615,586 610,944 681,948 754,132 784,052 Transit - 10,000 40,000 41,250 3,191 18,333 - - - - Recreation and culture 2,875,260 2,882,127 3,524,979 3,998,945 3,521,756 3,460,887 3,636,958 3,289,716 3,190,466 3,874,315 Economic development 1,005,813 1,084,620 1,547,875 756,620 488,380 1,206,067 872,984 1.914.825 - - Interest and fiscal charges 235,265 649,854 735,753 565,774 514,558 617,344 752,595 756,546 660,352 480,903 Total governmental activities 13,275,775 13,736,338 15,132,430 15,324,437 14,300,593 15,458,690 15,973,557 16,414,177 15,132,628 16,663,186 Business -type activities Water 1,009,600 1,084, 882 1,102,610 1,168,473 1,157, 506 1,235, 055 1,216,446 1,212,656 1,265, 578 1,348,348 Sewer 2,466,660 2,762,357 2,661,990 2,618,887 2,708,053 2,932,413 2,889.438 2.960,153 3,048,580 3,232,878 Stormwater - - - - - - - 658,771 732,851 797,995 Liquor 4,457,207 4,569,673 4,768,218 4,873,033 5,104,937 5,394,968 5.577,481 6,395.558 6,117,772 6,320,611 Fiber optics 5,240,871 2,919,170 2,536,461 2,483,262 2,252,287 2,276,015 1,990,052 2,063,712 2,081,312 2,005,196 Deputy registrar 293,531 300,236 313,968 345,492 390,658 421,662 458,695 538,625 596,933 785,822 Total business -type activities 13,467,869 11,636,318 11,383,247 11,489,147 11,613,441 12,260,113 12,132,112 13,829,475 13,843,026 14,490,850 Total primary government expenses $ 26,743,644 $ 25,372,656 $ 26,515,677 $ 26,813,584 $ 25,914,034 $ 27,718,803 $ 28,105.669 $ 30,243,652 $ 28,975,654 $ 31,154,036 Program Revenues Governmental activities Charges for services General government $ 147,244 $ 180,145 $ 214,087 $ 274,309 $ 239,460 $ 207,802 $ 232,336 $ 523,919 $ 837,564 $ 989,086 Public safety 163,366 164,616 320,158 894,311 851,307 780,236 921,916 799.227 1,305,778 956,541 Public works 544,404 371,671 521,697 527,425 283,241 217,675 373,581 156,657 94,452 147,269 Sanitation 16,653 48,385 104,786 89,956 80,774 169,337 381.328 522,088 622,549 750,623 Recreation and culture 1,307,149 1,331,581 1,488,197 1,437,659 1,493,651 1,630,915 1,602,473 652,729 948,130 1,473,281 Economic development - - 14,653 301,232 13,846 2,832 14,149 10,915 10,597 14,032 Operating grants and contributions 293,710 295,828 355,041 389,005 429,697 428,443 431.004 463,335 1,539,082 1,192,748 Capital grants and contributions 1,079,738 1,774,628 2,667,710 3,297,265 1,996,441 2,044,698 1,024,891 1,289,990 3,314,487 1,529,488 Total governmental activities program revenues 3,552,264 4,166,854 5,686,329 7,211,162 5,388,417 5,481,938 4,981,678 4,418,860 8,672,639 7,053,068 Business -type activities Charges for services Water 1,214, 570 1,117,226 1,126,718 1,172,258 1,415,441 1,432,194 1,300,191 1,541,694 1,782,204 1,769,524 Sewer 1,981,491 2,081,660 2,083,122 2,223,252 2,472,774 2,581,833 2,443,856 2,559,354 2,686,445 2,925,917 Stormwater - - - - - - 61,757 241,873 356,458 529,146 Liquor 5,085,924 5,166,066 5,493,925 5,450,630 5,755,166 6,090,981 6,377,457 7,405,960 7,105,934 7,174,059 Fiber optics 1,606,720 1,761,978 1,642,403 1,739,566 1,757,134 1,736,243 1,795,435 1,851,845 1,947,738 2,195,092 Deputy registrar 456,285 497,798 535,931 562,891 594,777 694,263 953,855 801,502 942,674 895,494 Operating grants and contributions - - - - - - - - 95,601 297,608 Capital grants and contributions - 488,628 1,454,980 2,000,456 699,901 925,195 1,646,123 1,488,339 1,842,947 1,522,921 Total business -type activities program revenues 10,344,990 11,113,356 12,337,079 13,149,053 12,695,193 13,460,709 14,578.674 15.890,567 16,760,001 17,309,761 Total primary government program revenues $ 13,897,254 $ 15,280,210 $ 18,023,408 $ 20,360,215 $ 18,083,610 $ 18,942,647 $ 19,560,352 $ 20,309,427 $ 25,432,640 $ 24,362,829 (continued) M CITY OF MONTICELLO Changes in Net Position Last Ten Fiscal Years (accrual basis of accounting) 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Net (expense)/revenue Governmental activities Business -type activities Total primary government net expense General Revenues and Other Changes in Net Position Governmental activities Taxes Property taxes Tax increment Franchise taxes Unrestricted grants and contributions Investment earnings Other Gain on sale of capital assets Transfers Total governmental activities Business -type activities Franchise taxes Unrestricted grants and contributions Investment earnings Miscellaneous Gain on extinguishment of debt Contribution of land to County Transfer of operations Transfers Total business -type activities Total primary government Changes in Net Position Governmental activities Business -type activities Total primary government $ (9,723,511) $ (9,569,484) $ (9,446,101) $ (8,113,275) $ (8,912,176) $ (9,976,752) $ (10,991,879) $ (11,995.317) $ (6,459,989) $ (9,610,118) (3,122,879) (522,962) 953,832 1,659,906 1,081,752 1,200,596 2,446,562 2,061,092 2,916,975 2,818,911 $ (12,846,390) $ (10,092,446) $ (8,492,269) $ (6,453,369) $ (7,830,424) $ (8,776,156) $ (8,545,317) $ (9,934,225) $ (3,543,014) $ (6,791,207) $ 7,961,229 $ 8,393,374 $ 8,683,585 $ 9,270,592 $ 9,560,482 $ 9,972,166 $ 10.375.714 $ 10.874,313 $ 11,180,595 $ 11,456,764 965,935 826,363 727,617 668,352 648,031 638,278 679,925 707,824 - - 320,640 357,409 333,484 412,217 436,248 386,622 432,934 418,030 383,045 388,074 65,228 27,502 - - - - - 886,544 - - (189,128) 784,347 278,465 375,614 379,107 364,364 969,216 666.325 (168.603) (915,858) 3,885 217,643 30,473 11,180 - - - - - - 489,782 - - - 1,725 15,000 - - 271,840 - 278,500 (3,411,500) 2,301,045 969,461 (550,265) 1,000,000 (2,223,245) 1,560,000 (200,000) - 9,896,071 7,195,138 12,354,669 11, 707, 416 10,475, 328 12, 376, 430 10,234, 544 15,113.036 11,466,877 10,928, 980 - - - - - - - - 53,942 53,000 _ - - - - - - 151,794 - - (117,175) 399,757 108,191 128,080 151,126 162,003 482,120 332,938 (101,693) (817,755) 65,468 - 88,157 5,218 - 379,246 - - - - - 20,990,451 - - - - - - (5,511,547) - - - - - - 356,900 - - - - - (278,500) 3,411,500 (2,301,045) (969,461) 550,265 (1,000,000) 2,223,245 (1,560,000) 200,000 - (330,207) 24,801,708 (7,616,244) (479,263) 701,391 (458,751) 2,705.365 (1,075,268) 152,249 (764,755) $ 9,565,864 $ 31,996,846 $ 4,738,425 $ 11,228,153 $ 11,176,719 $ 11,917,679 $ 12,939,909 $ 14,037,768 $ 11,619,126 $ 10,164,225 $ 172,560 $ (2,374,346) $ 2,908,568 $ 3,594,141 $ 1,563,152 $ 2,399,678 $ (757,335) $ 3,117,719 $ 5,006,888 $ 1,318,862 (3,453,086) 24,278,746 (6,662,412) 1,180,643 1,783,143 741,845 5,151,927 985,824 3,069,224 2,054,156 $ (3,280,526) $ 21,904,400 $ (3,753,844) $ 4,774,784 $ 3,346,295 $ 3,141,523 $ 4,394,592 $ 4,103.543 $ 8,076,112 $ 3,373,018 Note 1: The city made a fund structure change for the period ending December 31, 2013. Prior year data has not been restated as a result of this change. Note 2: The city implemented GASB Statement No. 68 and GASB Statement No. 71 in fiscal year 2015, and GASB Statement No. 75 in fiscal year 2018. Prior years have not been adjusted to reflect these changes. Note 3: The city created a new Stormwater enterprise fund in 2019. As part of creating the fund, all balances of the Storm Water Access capital projects fund were transferred to this fund. V1 CITY OF MONTICELLO General Governmental Tax Revenues Last Ten Fiscal Years (accrual basis of accounting) by Source Property Tax Franchise Year Tax Increment Tax Total 2013 $ 7,961,229 $ 965,935 $ 320,640 $ 9,247,804 2014 8,393,374 826,363 357,409 9,577,146 2015 8,683,585 727,617 333,484 9,744,686 2016 9,270,592 668,352 412,217 10,351,161 2017 9,560,482 648,031 436,248 10, 644, 761 2018 9,972,166 638,278 386,622 10,997,066 2019 10,375,714 679,925 432,934 11,488,573 2020 10,874,313 707,824 418,030 12,000,167 2021 11,180, 595 - 383,045 11, 563, 640 2022 11,456,764 - 388,074 11,844,838 Change 2013-2022 43.9% -100.0% 21.0% 28.1% Tax Revenues by Source $14 - -- .- — --------- _ —_ $12 ---- ----- $10 $8 ■ Property Tax $6 ■ Tax Increment ii ■ Franchise Tax $4 - -� $2 —_ 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. Source: Finance Department CITY OF MONTICELLO Fund Balances of Governmental Funds Last Ten Fiscal Years (modified accrual basis of accounting) Note 1: The City made a fund structure change for the period ending December 31, 2013. Prior year data has not been restated as a result of this change. Note 2: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. 9r 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 General Fund Nonspendable $ 258,100 $ 126,327 $ 113,302 $ 134,245 $ 110,869 $ 124,650 $ 135,139 $ 145,603 $ 142,846 $ 113,530 Unassigned 3,656,463 4,204,731 4,873,494 6,142,475 6,918,224 6,984,828 6,542,111 6,494,632 6,481,936 6,929,266 Total general fund $ 3,914,563 $ 4,331,058 $ 4,986,796 $ 6,276,720 $ 7,029,093 $ 7,109,478 $ 6,677,250 $ 6,640,235 $ 6,624,782 $ 7,042,796 All other governmental funds Nonspendable $ 1,822,926 $ 1,815,087 $ 4,259,743 $ 3,690,330 $ 23,488 $ 47,614 $ 72,028 $ 27,600 $ 29,474 $ 26,450 Restricted 10,928,985 10,453,449 8,619,905 6,987,234 7,924,461 5,867,997 7,567,522 5,008,177 2,948,572 2,090,545 Assigned 6,485,727 7,321,744 11,109,806 13,320,718 16,910,080 17,145,463 21,227,605 24,358,352 13,684,148 13,757,727 Total all other governmental funds $ 19,237,638 $ 19,590,280 $ 23,989,454 $ 23,998,282 $ 24,858,029 $ 23,061,074 $ 28,867,155 $ 29,394,129 $ 16,662,194 $ 15,874,722 Note 1: The City made a fund structure change for the period ending December 31, 2013. Prior year data has not been restated as a result of this change. Note 2: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. 9r CITY OF MONTICELLO Changes in Fund Balances of Governmental Funds Last Ten Fiscal Years (modified accrual basis of accounting) 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Revenues Property taxes Tax increments Franchise taxes Special assessments Licenses and permits Intergovernmental Charges for services Fines and forfeitures Investment earnings Interest on loans Other revenues Total revenues Expenditures General government Public safety Public works Sanitation Transit Recreation and culture Economic development Capital outlay Debt service Principal Interest and fiscal charges Bond issuance costs Total expenditures Excess of revenues over (under) expenditures Other financing sources (uses) Long-term debt issued Premium (discount) on debt issued Refunded bonds redeemed Sale of capital assets Transfers in Transfers out Total other financing sources (uses) Net change in fund balances $ 7,985,695 $ 8,407,627 $ 8,638,401 $ 9,295,983 $ 9,593,445 $ 9,967,550 $ 10,375,468 $ 10,860,311 $ 11,196,762 $ 11,435,128 965,935 826,363 727,617 668,352 648,031 638,278 679,925 707,824 - - 320,640 357,409 333,484 412,217 436,248 386,622 432,934 418,030 383,045 388,074 2,065,944 1,912,932 3,318,901 984,390 946,669 700,190 712,681 633,016 1,699,141 718,773 331,711 378,810 461,049 668,602 600,933 504,464 603,925 521,369 804,889 613,014 1,264,781 732,366 1,520,239 2,041,362 1,340,094 911,477 896,638 1,656,228 3,912,067 1,741,507 1,846,919 1,722,974 2,063,520 2,222,475 1,909,357 2,098,362 2,297,568 1,474,527 2,099,582 2,646,202 1,725 1,900 42,474 30,656 36,702 45,350 40,054 31,852 49,566 36,808 (183,242) 738,956 261,856 357,112 364,786 351,620 930,128 641,446 (164,300) (845,528) - - - - - - 10,929 8,635 4,392 3,873 700,776 413,113 475,170 589,394 335,530 302,469 436,264 521,109 1,046,419 1,204,820 15,300,884 15,492,450 17,842,711 17,270,543 16,211,795 15,906,382 17,416,514 17,474,347 21,031,563 17,942,671 1,576,653 1,450,930 1,465,458 1,489,892 1,617,680 1,656,557 1,777,352 2,170,661 2,639,420 2,684,854 1,805,434 1,845,073 1,972,986 2,036,777 2,178,728 2,354,453 2,449,765 2,743,954 2,874,183 2,989,883 1,707,576 1,793,162 1,734,562 1,941,750 2,009,481 2,079,305 2,393,638 1,899,315 2,123,898 2,406,209 505,996 517,956 563,477 600,300 614,328 615,586 610,944 681,948 754,132 784,052 - 10,000 40,000 41,250 3,191 18,333 - - - - 2,472,987 2,386,832 2,622,991 2,756,372 2,940,313 3,034,496 3,137,153 2,614,095 2,708,575 3,483,340 1,011,961 1,084,620 1,237,107 530,746 486,706 1,210,053 871,950 1,917,973 - - 1,357,254 2,220,883 2,238,365 6,235,029 5,430,272 9,708,481 7,941,452 4,910,889 7,405,428 2,999,832 5,290,750 5,411,000 5,028,000 5,681,653 3,921,000 2,285,000 2,855,000 3,385,000 6,555,000 2,315,000 930,982 658,983 570,753 529,116 470,508 522,220 634,241 756,908 697,793 498,959 - - 71,358 107,050 93,300 94,350 138,350 53,475 - - 16,659,593 17,379,439 17,545,057 21,949,935 19,765,507 23,578,834 22,809,845 21,134,218 25,758,429 18,162,129 (1,358,709) (1,886,989) 297,654 (4,679,392) (3,553,712) (7,672,452) (5,393,331) (3,659,871) (4,726,866) (219,458) 6,080,000 2,605,000 4,900,000 5,000,000 5,000,000 8,000,000 2,155,000 - - - (12,374) 46,898 97,503 78,814 40,882 131,662 101,280 - - (10,690,000) - - - - - - - - - 12,428 - 30,473 11,180 1,725 15,000 29,340 333,550 271,840 - 6,906,770 4,914,385 4,261,817 2,192,636 1,029,628 2,082,845 5,928,040 2,760,000 6,977,964 108,801 (7,158,933) (8,325,885) (2,186,930) (1,223,175) (944,335) (1,182,845) (3,321,858) (1,200,000) (8,751,621) (258,801) (10,929,735) 2,656,126 4,757,258 5,978,144 5,165,832 5,955,882 10,767,184 4,149,830 (1,501,817) (150,000) $ (12,288,444) $ 769,137 $ 5,054,912 $ 1,298,752 $ 1,612,120 $ (1,716,570) $ 5,373,853 $ 489,959 $ (6,228,683) $ (369,458) Debt service as percentage of noncapital expenditures 41.7% 40.0% 35.1% 38.0% 30.4% 20.1% 26.4% 24.9% 39.2% 18.2% Note 1: The city made a fund structure change for the period ending December 31, 2013. Prior year data has not been modified to reflect this change. Note 2: The city redeemed the judgment portion of the 2014A bonds early in 2021. 100 Governmental Funds Tax Revenues by Source Last Ten Fiscal Years (modified accrual basis of accounting) Year 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Change 2013-2022 CITY OF MONTICELLO Property Tax Franchise Tax Increment Tax Total $ 7,985,695 $ 965,935 $ 320,640 $ 9,272,270 8,407,627 826,363 357,409 9,591,399 8,638,401 727,617 333,484 9,699,502 9,295,983 668,352 412,217 10, 376, 552 9,593,445 648,031 436,248 10, 677, 724 9,967,550 638,278 386,622 10,992,450 10, 375, 468 679,925 432,934 11,488, 327 10,860,311 707,824 418,030 11,986,165 11,196,762 - 383,045 11,579,807 11,435,128 - 388,074 11,823,202 43.2% -100.0% 21.0% 27.5% Tax Revenues by Source $14 $12___._�`----.---.--- $10 _ $8 ■ Property Tax 0 — ■ Tax Increment ■ Franchise Tax 4 $2 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The Economic Development Authority Fund was reclassified from a blended component unit to a discretely presented component unit in 2021. Tax increments are no longer reported in primary government. Prior years were not restated. Source: Finance Department 101 Tax Capacity Value and Estimated Market Value of Taxable Property Last Ten Fiscal Years CITY OF MONTICELLO Total Real Property Net Tax Fiscal Residential % of Commercial % of Personal % of Ag/Misc Year Property Total Property Total Property Total Property 2013 $ 4,824,117 25.4% $ 13,793,916 72.5% $ 239,129 1.3% $ 164,609 2014 5,408,138 21.9% 18,818,097 76.4% 235,713 1.0% 184,750 2015 5,861,759 22.1% 20,316,219 76.4% 238,732 0.9% 164,516 2016 6,505,649 23.0% 21,386,874 75.6% 248,668 0.9% 166,437 2017 7,325,880 24.2% 22,510,588 74.4% 272,344 0.9% 141,596 2018 8,086,159 27.1% 21,262,918 71.4% 286,580 1.0% 148,899 2019 8,924,604 29.2% 21,267,629 69.5% 274,720 0.9% 143,962 2020 9,422,801 29.6% 21,941,590 69.0% 296,422 0.9% 135,311 2021 10,298,432 32.4% 21,153,822 66.5% 188,572 0.6% 187,144 2022 12,798,435 36.3% 22,043,296 62.5% 213,032 0.6% 223,509 CITY OF MONTICELLO Total Taxable Net Tax Capacity Value (Excludes Personal and Ag/Misc Property) $35 $30 $25 $20 ■ Residential $15 ■ Commercial $10 $5 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The fiscal year is for the values in the year levied (for taxes collectible in the following year). Note 2: Tax exempt property values are not included in total taxable net tax capacity value. Source: Wright County Certificate of Taxes and Taxable Properties. 102 Total Net Tax Taxable Net Capacity as a % of Tax Capacity % of Total Direct Total Percentage of Total Value Total Tax Rate Market Value Market Value 0.9% $ 19,021,771 100.0% 42.262 $ 1,201,075,800 1.6% 0.7% 24,646,698 100.0% 44.709 1,513,570,400 1.6% 0.6% 26,581,226 100.0% 35.737 1,712,125,200 1.6% 0.6% 28,307,628 100.0% 34.471 1,828,437,600 1.5% 0.5% 30,250,408 100.0% 33.172 1,962,020,100 1.5% 0.5% 29,784,556 100.0% 32.333 1,974,154,400 1.5% 0.5% 30,610,915 100.0% 34.262 2,054,313,700 1.5% 0.4% 31, 796,124 100.0% 34.967 2,135, 371,400 1.5% 0.6% 31,827,970 100.0% 35.659 2,173,573,500 1.5% 0.6% 35,278,272 100.0% 36.536 2,404,352,474 1.5% Total Taxable Net Tax Capacity Value (Excludes Personal and Ag/Misc Property) $35 $30 $25 $20 ■ Residential $15 ■ Commercial $10 $5 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: The fiscal year is for the values in the year levied (for taxes collectible in the following year). Note 2: Tax exempt property values are not included in total taxable net tax capacity value. Source: Wright County Certificate of Taxes and Taxable Properties. 102 CITY OF MONTICELLO Property Tax Rates - All Direct and Overlapping Governments Last Ten Fiscal Years Total (1) Direct and Overlaonina 113.39 116.43 99.21 96.38 90.03 89.00 99.70 96.44 95.95 97.00 Property Tax Rates For the three highest taxing authorities 50 45 ----._....___ _._ _.-___._ . _______._ _ _ _._ _ - _.__-____ -41-Wright 40 County 35 30 School a> 25 -- --- - --------- 20 District 15 #882 --f--City of 10 5 Monticello 0 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: Information reflects total tax rates levied by each entity. Tax rates are expressed in terms of "net tax capacity." A property's tax capacity is determined by multiplying its taxable market value by a state determined class rate. Class rates vary by property type and change periodically based on state legislation. Components of the direct rate are not Source: Wright County 103 Overlapping Taxing Districts Monticello City Wright School Special Year of Monticello County District #882 Districts 2013 42.26 44.29 26.23 0.61 2014 44.71 43.45 28.27 - 2015 35.74 40.59 22.88 - 2016 34.47 39.97 20.86 1.08 2017 33.17 39.60 16.24 1.02 2018 32.33 39.95 15.62 1.09 2019 34.26 44.27 19.97 1.20 2020 34.97 44.42 15.87 1.18 2021 35.66 43.72 15.39 1.18 2022 36.54 43.75 15.46 1.25 Total (1) Direct and Overlaonina 113.39 116.43 99.21 96.38 90.03 89.00 99.70 96.44 95.95 97.00 Property Tax Rates For the three highest taxing authorities 50 45 ----._....___ _._ _.-___._ . _______._ _ _ _._ _ - _.__-____ -41-Wright 40 County 35 30 School a> 25 -- --- - --------- 20 District 15 #882 --f--City of 10 5 Monticello 0 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Note 1: Information reflects total tax rates levied by each entity. Tax rates are expressed in terms of "net tax capacity." A property's tax capacity is determined by multiplying its taxable market value by a state determined class rate. Class rates vary by property type and change periodically based on state legislation. Components of the direct rate are not Source: Wright County 103 Property Tax Levies and Collections Last Ten Fiscal Years PROPERTY TAXES Source: Wright County Total Collections Collected within the Collections in Net Tax Year of the Net Levy Fiscal Levy for % of % of Year Fiscal Year Amount Net Levy 2013 $ 7,900,724 $ 7,827,356 99.1% 2014 8,151,086 8,109,373 99.5% 2015 8,535,565 8,498,745 99.6% 2016 9,205,700 9,177,787 99.7% 2017 9,430,000 9,416,303 99.9% 2018 9,870,000 9,850,163 99.8% 2019 10,310,000 10,289,339 99.8% 2020 10,800,000 10,770,454 99.7% 2021 11,063,700 11,053,758 99.9% 2022 11, 353,000 11, 314, 942 99.7% Source: Wright County CITY OF MONTICELLO Total Uncollected % of Amount Net Levy 1,158 912 669 68 2,925 3,833 7,043 36,725 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.3% 104 Total Collections Collections in to Date Abatements Subsequent % of and Years Amount Net Levy Adjustments $ 40,584 $ 7,867,940 99.6% $ (31,626) 33,788 8,143,161 99.9% (7,013) 23,627 8,522,372 99.8% (12,524) 24,415 9,202,202 100.0% (3,430) 12,151 9,428,454 100.0% (1,546) 11,274 9,861,437 99.9% (8,563) 27,565 10,316,904 100.1% 9,829 1,916 10,772,370 99.7% (23,797) 14,556 11,068,314 100.0% 11,657 - 11,314,942 99.7% (1,333) CITY OF MONTICELLO Total Uncollected % of Amount Net Levy 1,158 912 669 68 2,925 3,833 7,043 36,725 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.3% 104 CITY OF MONTICELLO Principal Property Taxpayers Current Year and Nine Years Ago $ 912,673,600 $ 17,802,501 50.5% $ 558,182,300 $ 11,151,793 58.6% (1) The market value and taxable net tax capacity value is for taxes levied in 2021, which are payable in 2022. Source: Wright County Certificate of Taxes and Taxable Properties and 2012 City of Monticello Financial Report 105 2022 2013 Percentage Percentage Taxable Total Taxable Total (1) Net Tax Net Tax Net Tax Net Tax Market Capacity Capacity Market Capacity Capacity Taxpayer Value Value Rank Value Value Value Rank Value Xcel Energy (Northern States) $ 796,071,000 $ 15,905,303 1 45.1% $ 495,349,400 $ 9,901,516 1 52.1% IRET Properties 35,840,200 448,003 2 1.3% Mills Fleet Farm (Venturian Holdings) 13,211,000 261,220 3 0.7% Monticello Sr. Housing Own LLC 12,318,000 153,975 4 0.4% Target Corporation 10,300,000 205,250 5 0.6% 11,819,200 235,634 3 1.2% Walmart Real Estate Bus Trust 9,980,000 198,850 6 0.6% 12,804,100 255,332 2 1.3% Clear Creek Land Company, LLC 9,698,400 192,468 7 0.5% RCG-Monticello MN, LLC 9,204,900 179,598 8 0.5% Bluffs in Monticello LLC 8,245,600 103,244 9 0.3% UMC Real Estate LLC 7,804,500 154,590 10 0.4% CentraCare Medical Center (New River) 0.0% 7,544,100 150,882 4 0.8% Home Depot USA, Inc. 0.0% 7,225,200 143,754 5 0.8% BBF Properties 3,977,400 78,798 9 0.4% Spirit Master Funding (Muller Theatres) 5,536,400 109,597 6 0.6% AX TC Retail, LP 5,154,800 101,596 7 0.5% RCE Property LLC 4,788,600 95,022 8 0.5% Minnegasco Inc 3,983,100 79,662 10 0.4% $ 912,673,600 $ 17,802,501 50.5% $ 558,182,300 $ 11,151,793 58.6% (1) The market value and taxable net tax capacity value is for taxes levied in 2021, which are payable in 2022. Source: Wright County Certificate of Taxes and Taxable Properties and 2012 City of Monticello Financial Report 105 CITY OF MONTICELLO New Construction and Bank Deposits Last Ten Fiscal Years Building Permits Bank Deposits (000s) New New New New Total New Commercial Commercial Residential Residential Residential & Percent Year Permits Value Permits Value Commercial Total (1) Change 2013 3 $ 1,790,000 52 $ 8,920,580 $ 10,710,580 $ 1,425,497 1.3% 2014 3 2,106,000 72 12,317,617 14,423,617 1,486,376 4.3% 2015 2 763,000 44 8,836,399 9,599,399 1,557,782 4.8% 2016 7 19,425,000 61 12,750,071 32,175,071 1,643,984 5.5% 2017 3 3,270,264 64 13,358,118 16,628,382 1,765,565 7.4% 2018 4 6,783,829 58 12,148,575 18,932,404 1,827,691 3.5% 2019 4 7,228,571 56 10,712,880 17,941,451 1,915,042 4.8% 2020 1 1,050,000 68 12,473,308 13,523,308 2,387,138 24.7% 2021 4 6,112,240 95 21,993,822 28,106,062 2,736,992 14.7% 2022 5 23,075,719 35 9,763,675 32,839,394 2,828,229 3.3% New Residential and Commercial Construction $25,000,000 $20,000,000 $15,000,000 �i Residential ■ Commercial $10,000,000 $5,000,000 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 (1) Reported for Wright County as of June 30 Source: City of Monticello building department and FDIC Market Share Reports 106 CITY OF MONTICELLO Water Sold by Customer Type Last Ten Fiscal Years (gallons) Total % of % of % of % of Water % of Year Residential Total Commercial Total Industrial Total Government Total Sold Total 2013 383,079,041 68.8% 85,819,687 15.4% 45,954,136 8.2% 42,206,803 7.6% 557,059,667 100.0% 2014 328,835,772 68.2% 79,370,922 16.5% 38,308,124 7.9% 35,566,000 7.4% 482,080,818 100.0% 2015 325,188,041 68.1% 76,283,322 16.0% 38,897,216 8.1% 37,005,919 7.8% 477,374,498 100.0% 2016 329,068,876 67.7% 77,795,226 16.0% 42,407,860 8.7% 36,647,583 7.5% 485,919,545 100.0% 2017 371,596,967 67.7% 93,770,712 17.1% 43,220,312 7.9% 40,409,649 7.4% 548,997,640 100.0% 2018 352,322,681 67.3% 89,911,481 17.2% 43,067,083 8.2% 38,128,401 7.3% 523,429,646 100.0% 2019 307,411,101 64.0% 93,783,767 19.5% 44,120,527 9.2% 35,187,913 7.3% 480,503,308 100.0% 2020 392,258,038 70.1% 92,058,431 16.5% 39,630,515 7.1% 35,351,965 6.3% 559,298,949 100.0% 2021 442,964,466 71.6% 97,483,202 15.8% 39,768,999 6.4% 38,252,736 6.2% 618,469,403 100.0% 2022 409,192,333 69.5% 96,391,875 16.4% 45,202,637 7.7% 37,749,850 6.4% 588,536,695 100.0% Source: City of Monticello utility billing department 107 CITY OF MONTICELLO Water and Sewer Utility Rates Last Ten Fiscal Years Note: The city began billing monthly in 2017 Source: City of Monticello fee schedule Residential & Commercial Water Sewer Rate Tier 1 Rate Tier 2 Rate Tier 3 Rate Tier 4 State of Rate Tier 1 Rate Tier 1 Base Rate 501-4,000 4,001-13,369 Over 13,369 Minnesota Base Rate Over 500 Fiscal First 500 per 100 per 100 per 100 Connection First 500 per 100 Year Cubic Feet Cubic Feet Cubic Feet Cubic Feet Fee Cubic Feet Cubic Feet 2013 $ 17.00 $ 1.13 $ 1.31 $ 1.43 $ - $ 20.65 $ 3.70 2014 17.00 1.13 1.31 1.43 - 20.65 3.70 2015 17.85 1.19 1.38 1.50 - 21.69 3.89 2016 18.85 1.22 1.41 1.50 - 22.69 3.97 Residential & Commercial Water Sewer Rate Tier 1 Rate Tier 2 Rate Tier 3 Rate Tier 4 State of Rate Tier 1 Rate Tier 1 Base Rate 1,001-10,000 10,001-33,000 Over 33,000 Minnesota Base Rate Over 1,000 Fiscal First 1,000 per 1,000 per 1,000 per 1,000 Connection First 1,000 per 1,000 Year Gallons Gallons Gallons Gallons Fee Gallons Gallons 2017 6.45 1.66 1.92 2.09 - 8.05 5.48 2018 6.95 1.70 1.97 2.15 - 8.75 5.63 2019 7.10 1.74 2.02 2.21 - 9.00 5.77 2020 7.10 1.74 2.02 2.21 0.81 9.18 5.89 2021 7.81 1.83 2.12 2.32 0.81 10.10 6.19 2022 8.04 1.88 2.18 2.39 0.81 10.40 6.38 Note: The city began billing monthly in 2017 Source: City of Monticello fee schedule Ratios of Outstanding Debt by Type Last Ten Fiscal Years Govemmental activities General obligation bonds Special assessment Other Tax abatement Net premium (discount) Total GO bonds Certificates of indebtedness Total general obligation debt Non -general obligation bonds Revenue bonds Total governmental activities Business -type activities General obligation revenue bonds Non -general obligation Revenue bonds PFA notes Net premium (discount) Total business -type activities Total primary government % of personal income (1) Per capita debt (1) 2013 2014 2015 2016 2017 2018 2019 CITY OF MONTICELLO $ 13,010,000 $ 12,203,653 $ 11,689,653 $ 12,730,000 $ 12,695,000 $ 10,925,000 $ 9,200,000 $ 9,290,000 $ 8,050,000 $ 6,780,000 7,506,653 10,487,000 9,563,000 7,686,000 5,785,000 5,375,000 11,600,000 10,770,000 5,960,000 5,435,000 - - - - 2,960,000 7,800,000 8,390,000 7,845,000 7,280,000 6,700,000 265,320 67,350 190,196 159,266 128,336 105,777 69,187 44,028 18,869 - 20,781,973 22,758,003 21,442,849 20,575,266 21,568,336 24,205,777 29,259,187 27,949,028 21,308,869 18,915,000 445,000 385,000 325,000 265,000 200,000 135,000 70,000 - - - 21,226,973 23,143,003 21,767,849 20,840,266 21,768,336 24,340,777 29,329,187 27,949,028 21,308,869 18,915,000 1,782,784 985,000 - - - - - - - - $ 23,009,757 $ 24,128,003 $ 21,767,849 $ 20,840,266 $ 21,768,336 $ 24,340,777 $ 29,329,187 $ 27,949,028 $ 21,308,869 $ 18,915,000 $ 3,479,347 $ 3,206,347 $ 2,930,347 $ 2,460,000 $ 2,280,000 $ 2,095,000 $ 1,910,000 $ 1,720,000 $ 1,525,000 $ 1,325,000 26, 445, 000 - - - - - - - - - - - 615,268 1,927,850 1,998,402 1,903,000 1,800,000 1,696,000 1,591,000 1,485,000 (360,211) 31,941 30,339 27,354 23,495 21,510 19,524 17,539 15,553 - $ 29,564,136 $ 3,238,288 $ 3,575,954 $ 4,415,204 $ 4,301,897 $ 4,019,510 $ 3,729,524 $ 3,433,539 $ 3,131,553 $ 2,810,000 $ 52,573,893 $ 27,366,291 $ 25,343,803 $ 25,255,470 $ 26,070,233 $ 28,360,287 $ 33,058,711 $ 31,382,567 $ 24,440,422 $ 21,725,000 10.1% 5.1% 4.4% 4.2% 4.2% 4.4% 4.8% 4.4% 3.1% 2.5% $ 4,055 $ 2,106 $ 1,931 $ 1,899 $ 1,944 $ 2,093 $ 2,399 $ 2,260 $ 1,691 $ 1,486 (1) See the Schedule of Demographic and Economic Statistics. Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. CITY OF MONTICELLO Ratios of Net General Obligation Bonded Debt Outstanding Last Ten Fiscal Years Year 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 (1) Does not include revenue bonds. General Obligation Bonds (1) $ 24,706,320 26,349,350 24,728,535 23,327,620 24,071,831 26,457,287 31,258,711 29,686,567 22,849,422 20,240,000 Less Net Position Restricted for Debt Service Total $ 9,660,316 9,942,901 9,266,800 7,009,231 6,359,147 6,082,504 5,251,080 2,565,047 2,185,818 2,237,657 $ 15,046,004 16,406,449 15,461,735 16,318,389 17,712,684 20,374,783 26,007,631 27,121,520 20,663,604 18,002,343 Percentage of Estimated Actual Market Value of Property (2) Per Capita (3) 1.25% $ 1,161 1.08% 1,263 0.90% 1,178 0.89% 1,227 0.90% 1,321 1.03% 1,503 1.27% 1,887 1.27% 1,953 0.95% 1,430 0.75% 1,231 (2) See the Schedule of Taxable Net Tax Capacity Value and Estimated Market Value of Taxable Property for the estimated actual market value. (3) See the Schedule of Demographic and Economic Statistics. Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. 110 Legal Debt Margin Information Last Ten Fiscal Years Fiscal Year CITY OF MONTICELLO Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. Market value data provided in Wright County Certificate of Taxes and Taxable Properties. 1, 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Legal debt limit $ 35,671,296 $ 45,407,112 $ 51,363,756 $ 54,853,128 $ 58,860,603 $ 59,224,632 $ 61,629,411 $ 64,061,142 $ 65,207,205 $ 73,983,876 Total net debt applicable to debt limit 6,200,000 10,872,000 9,888,000 7,951,000 8,945,000 13,310,000 20,060,000 14,390,000 9,215,000 8,315,000 Legal debt margin $ 29,471,296 $ 34,535,112 $ 41,475,756 $ 46,902,128 $ 49,915,603 $ 45,914,632 $ 41,569,411 $ 49,671,142 $ 55,992,205 $ 65,668,876 Total net debt applicable to debt limit as a percentage of debt limit 17.4% 23.9% 19.3% 14.5% 15.2% 22.5% 32.5% 22.5% 14.1% 11.2% Legal Debt Margin Calculation Market value for fiscal year 2021 (payable 2022) $ 2,466,129,200 Debt limit (3% of market value) $ 73,983,876 Debt applicable to limit General obligation bonds $ 20,240,000 Less amounts for general obligation bonds not subject to debt limit (11,925,000) Total net debt applicable to limit 8,315,000 Legal debt margin $ 65,668,876 Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. Market value data provided in Wright County Certificate of Taxes and Taxable Properties. 1, Computation of Direct and Overlapping Debt As of December 31, 2022 Jurisdiction DIRECT DEBT: City of Monticello OVERLAPPING DEBT: I.S.D. 882 Wright County Total Overlapping Debt Total direct and overlapping debt CITY OF MONTICELLO Estimated Gross Percentage Amount Bonded Debt Applicable Applicable to Outstanding to City (1) City $ 18,915,000 100.0% $ 18,915,000 44,393,291 74.7% 33,161,788 148,576,431 14.4% 21,395,006 54,556,794 $ 73,471,794 (1) The percentage of overlapping debt applicable is estimated using taxable assessed property values. Applicable percentages were estimated by determining the portion of the government's taxable assessed value that is within the City's boundaries and dividing it by the government's total taxable assessed value. Note: Overlapping governments are those that coincide, at least in part, with the geographic boundaries of the City. This schedule estimates the portion of the outstanding debt of those overlapping governments that is borne by the residents and businesses of the City. This process recognizes that, when considering the government's ability to issue and repay long-term debt, the entire debt burden borne by the residents and businesses should be taken into account. However, this does not imply that every taxpayer is a resident and, therefore, responsible for repaying the debt of each overlapping government. Source: The Wright County auditor provided the debt outstanding and estimated applicable percentages for the school district and county. 112 CITY OF MONTICELLO Schedule of General Obligation Revenue Bond Coverage Last Ten Fiscal Years Sewer Fund: Net Revenue Gross Operating Available for Debt Service Requirements (3) Year (3) Revenues (1) Expenses(2) Debt Service Principal Interest Total Coverage 2014 $ 2,081,660 $ 1,570,197 $ 511,463 $ 273,000 $ 91,963 $ 364,963 140.1% 2015 2,083,122 1,479,157 603,965 276,000 84,158 360,158 167.7% 2016 2,223,252 1,411,831 811,421 570,830 78,002 648,832 125.1% 2017 2,472,774 1,552,617 920,157 289,000 63,823 352,823 260.8% 2018 2,581,833 1,674,428 907,405 287,149 81,125 368,274 246.4% 2019 2,443,856 1,596,714 847,142 288,000 76,826 364,826 232.2% 2020 2,559,354 1,663,234 896,120 294,000 72,972 366,972 244.2% 2021 2,686,445 1,777,133 909,312 300,000 67,126 367,126 247.7% 2022 2,925,917 1,980,086 945,831 306,000 61,817 367,817 257.1% (1) Total revenues does not include investment earnings. (2) Total operating expenses excluding depreciation. Source: Finance Department 113 CITY OF MONTICELLO Demographic and Economic Statistics Last Ten Fiscal Years Notes/sources: (1) Minnesota State Demographic Center population estimates. (2) Annual average unemployment rate for Wright County provided by the Minnesota Department of Employment & Economic Development. (3) ISD No. 882 enrollment information was obtained from the District's Financial Report for the year ended June 30, 2022. (4) This estimated personal income number is calculated by taking the per capita personal income and multiplying it by the City's population. Also see note (5) regarding the per capita personal income figures. (5) Per capita personal income data is provided by the Bureau of Economic Analysis. Monticello's estimates are based on Wright County information. Wright County, where Monticello is located, is the smallest, relevant statistical tracking area. Data is subject to annual revisions by the Bureau of Economic Analysis. 114 Per Estimated Capita Unemployment School Personal Personal Year Population (1) rate (2) Enrollment (3) Income (4) Income (5) 2013 12,964 4.6% 4,031 $ 520,193,464 $ 40,898 2014 12,993 3.8% 4,010 531,660,567 41,844 2015 13,125 3.7% 4,115 570,058,125 43,710 2016 13,299 4.3% 4,027 603,960,786 45,458 2017 13,409 3.5% 4,075 620,461,248 46,333 2018 13,553 3.4% 4,158 644,811,081 48,370 2019 13,782 3.8% 4,053 691,594,542 50,480 2020 13,886 4.4% 4,099 716,642,574 51,609 2021 14,455 2.5% 4,113 798,176,190 55,218 2022 14,619 3.6% 4,206 858,953,964 58,756 Notes/sources: (1) Minnesota State Demographic Center population estimates. (2) Annual average unemployment rate for Wright County provided by the Minnesota Department of Employment & Economic Development. (3) ISD No. 882 enrollment information was obtained from the District's Financial Report for the year ended June 30, 2022. (4) This estimated personal income number is calculated by taking the per capita personal income and multiplying it by the City's population. Also see note (5) regarding the per capita personal income figures. (5) Per capita personal income data is provided by the Bureau of Economic Analysis. Monticello's estimates are based on Wright County information. Wright County, where Monticello is located, is the smallest, relevant statistical tracking area. Data is subject to annual revisions by the Bureau of Economic Analysis. 114 Principal Employers Current Year and Nine Years Ago Emplover Emplovees ISD No. 882 (Monticello) 684 Xcel Energy (Northern States) 650 CentraCare Medical Center (New River) 577 Cargill Kitchen Solutions (Sunny Fresh) 425 Target 307 Wal-Mart Supercenter 225 Ultra Machine Corporation 215 City of Monticello 176 Home Depot 157 WSI Industries, Inc. 120 Cub Foods Hoglund Bus/Hoglund Truck 2,852 2022 CITY OF MONTICELLO 2013 (1) The city estimates its workforce by using the city's percentage of total county population and multiplying that number by the county's total workforce. Source: City of Monticello 2022 Survey and 2013 City of Monticello ACFR. 115 Percentage of Percentage of Total City Total City Rank Employment (1) Employees Rank Employment (1) 1 8.5% 544 2 5.5% 2 8.1% 2,000 1 20.2% 3 7.2% 500 3 5.1% 4 5.3% 350 4 3.5% 5 3.8% 6 2.8% 325 5 3.3% 7 2.7% 173 7 1.8% 8 2.2% 127 9 1.3% 9 2.0% 160 8 1.6% 10 1.5% 180 6 1.8% 88 10 0.9% (1) The city estimates its workforce by using the city's percentage of total county population and multiplying that number by the county's total workforce. Source: City of Monticello 2022 Survey and 2013 City of Monticello ACFR. 115 CITY OF MONTICELLO City Government Employees by Function/Program Last Ten Fiscal Years Employees by function General Fund General government Public safety Building Fire marshal Public works Engineering Maintenance(1) Recreation and culture Parks (1) Community development Special Revenue Funds Recreation and culture Community center - FT Community center - PT(2) Enterprise Funds Sewer/water Deputy registrar Liquor store FiberNet(3) Internal Services Funds Facilities maintenance Information technology Total Employees by fund type General Fund Special Revenue Funds Enterprise Funds Fiscal Year 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 11.00 12.50 12.50 13.50 11.50 11.50 11.50 11.75 10.75 11.75 3.00 3.00 4.00 4.00 4.00 3.00 3.00 3.00 4.00 4.00 - - - - - 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 3.00 3.00 19.00 18.50 18.50 18.50 10.50 9.50 9.60 8.80 8.60 8.30 5.00 5.00 5.00 5.00 13.00 10.00 8.90 9.90 10.70 11.10 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 8.00 7.50 7.50 7.50 7.50 7.50 7.50 7.50 6.00 6.00 36.50 36.50 36.50 36.50 38.10 37.30 35.00 14.70 16.80 25.70 4.00 4.00 5.00 5.00 6.00 6.00 6.50 6.50 7.50 8.90 5.00 5.00 5.00 5.00 7.50 7.00 7.60 6.80 8.90 9.20 10.00 11.50 11.50 11.50 12.40 13.10 14.20 11.90 12.50 13.20 8.50 8.50 8.50 - - - - - - - - - - - - - - - 1.00 1.00 - - - - - - - - 1.00 1.00 113.00 115.00 117.00 109.50 113.50 109.90 108.80 85.85 93.75 105.15 41.00 42.00 43.00 44.00 42.00 39.00 38.00 38.45 40.05 40.15 44.50 44.00 44.00 44.00 45.60 44.80 42.50 22.20 22.80 31.70 27.50 29.00 30.00 21.50 25.90 26.10 28.30 25.20 30.90 33.30 113.00 115.00 117.00 109.50 113.50 109.90 108.80 85.85 93.75 105.15 FT = Full-time PT = Part-time (1) Includes seasonal employees (2) 2013 was estimated using 2014 levels as data was not previously tracked. Reduction in 2020 was due to COVID-19 pandemic. (3) Management and operations were contracted out beginning July 1, 2016. Source: City of Monticello Human Resources Department 116 Operating Indicators by Function Last Ten Fiscal Years Fiscal Year CITY OF MONTICELLO Function Fire Calls for service 270 286 262 270 312 269 294 272 373 384 Public works Salt (tons) 475 385 534 525 461 585 752 730 700 600 Sand (tons) 325 600 285 300 397 329 432 400 - 24 Crack sealant (pounds) 25,739 23,282 29,580 49,039 46,721 46,868 47,176 44,456 18,276 - Asphalt repairs (tons of asphalt) 225 190 293 220 167 164 492 443 527 664 Recreation and culture Shade trees planted 275 270 257 280 320 305 314 220 300 75 Diseased trees removed 71 46 208 60 40 12 15 6 25 15 Trails maintained (miles) 17 18 18 20 40 40 41 41 42 43 Community center users 211,234 204,134 199,228 197,523 188,124 183,523 183,521 71,632 94,448 117,942 Program sales $ 192,708 $ 184,125 $ 213,924 $ 193,628 $ 162,461 $ 183,194 $ 112,506 $ 17,930 $ 44,837 $ 62,486 Rental revenue $ 163,329 $ 150,964 $ 154,938 $ 168,353 $ 190,343 $ 199,200 $ 197,351 $ 73,096 $ 127,144 $ 155,364 Library Items checked out 263,220 199,182 195,235 190,433 182,986 182,691 171,460 112,334 143,223 138,428 Programs offered 173 169 167 212 290 287 243 102 104 133 Program participants 3,773 3,788 3,919 4,306 5,336 5,059 4,788 4,810 1,772 3,317 Economic development Permits issued 659 721 768 802 911 856 837 957 1,008 909 Permit valuation $ 15,821,223 $ 19,714,895 $ 36,242,742 $ 59,426,683 $ 43,853,123 $ 33,125,788 $ 45,723,446 $ 32,453,366 $ 66,827,121 $ 41,989,848 New residential dwellings 52 72 44 61 64 58 56 68 95 35 Water Meters read 15,815 16,099 16,520 16,800 51,240 52,092 52,752 53,496 54,564 56,402 Meters/remotes replaced 235 598 694 991 734 606 426 54 58 75 Water valves maintained 100 242 436 400 400 401 447 120 533 479 Hydrants maintained 300 203 430 250 177 172 428 153 216 225 Residential water gallons used 383,079,041 328,835,772 325,188,041 329,068,876 371,596,967 352,322,681 307,411,101 392,258,038 442,964,466 409,192,333 Sewer Sewer flow (MG) 392 435 417 432 445 434 473 446 482 425 Thickened sludge (wet tons) n/a 1,924 1,549 1,449 1,578 2,115 2,145 2,072 2,207 2,231 Thickened sludge (dry tons) n/a 264 236 216 229 333 336 314 336 317 Dry tons as % of wet tons n/a 13.72% 15.24% 14.91% 14.51% 15.74% 15.66% 15.48% 15.22% 14.21% Operating Indicators by Function Last Ten Fiscal Years (continued) Fiber optics Customers Service subscriptions TV customers Phone customers Internet customers Liquor store Transactions Average liquor sale transaction Beer sales Liquor sales Wine sales Other sales Gross profit margin % - beer Gross profit margin % - liquor Gross profit margin % - wine Annual sales increase Deputy registrar (DMV) Motor vehicle transactions DNR transactions Game/fish transactions Drivers licenses transactions Total transactions Dealerships serviced Net revenue per transaction N/A = Not Available MG = Millions of Gallons (continued) Fiscal Year CITY OF MONTICELLO 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 n/a 1,539 1,574 1,630 1,671 1,639 1,701 1,851 1,842 1,786 n/a 2,755 2,656 2,589 2,528 2,388 2,381 2,439 2,394 2,283 n/a 813 714 641 543 458 395 323 289 256 n/a 582 518 461 431 386 362 315 297 275 n/a 1,360 1,424 1,487 1,554 1,544 1,624 1,801 1,808 1,752 n/a 229,236 237,535 235,901 248,356 261,071 267,276 260,957 250,962 249,604 n/a $ 22 $ 22 $ 22 $ 22 $ 23 $ 23 $ 27 $ 27 $ 28 $ 2,539,168 $ 2,604,942 $ 2,763,478 $ 2,768,394 $ 2,933,853 $ 3,074,408 $ 3,252,142 $ 3,838,912 $ 3,665,223 $ 3,695,676 $ 1,506,776 $ 1,546,118 $ 1,634,198 $ 1,624,908 $ 1,739,562 $ 1,909,953 $ 2,019,096 $ 2,351,072 $ 2,276,808 $ 2,340,709 $ 860,817 $ 868,779 $ 927,732 $ 889,082 $ 894,151 $ 904,385 $ 894,005 $ 982,113 $ 915,444 $ 882,772 $ 138,854 $ 145,903 $ 166,654 $ 171,420 $ 192,615 $ 201,482 $ 212,052 $ 232,452 $ 249,112 $ 253,581 22.5% 21.4% 25.6% 21.1% 23.2% 21.4% 22.5% 21.2% 23.8% 24.5% 27.7% 30.3% 29.8% 29.0% 26.6% 29.0% 30.1% 30.7% 28.9% 30.9% 29.7% 30.7% 31.5% 32.5% 34.4% 32.5% 31.8% 33.4% 29.6% 27.0% 4.1% 2.4% 6.3% -0.7% 5.6% 5.7% 4.7% 16.1% -4.0% 0.9% 55,261 60,051 64,927 67,508 70,605 110,574 129,825 115,466 88,875 77,515 5,727 5,949 5,914 6,318 5,873 7,009 8,148 8,424 8,759 9,984 445 433 387 600 647 549 709 311 265 245 951 1,462 1,294 1,465 1,390 1,411 1,283 2,927 3,885 3,334 62,384 67,895 72,522 75,891 78,515 119,543 139,965 127,128 101,784 91,078 19 19 19 21 27 28 30 32 32 43 $ 2.68 $ 2.91 $ 3.02 $ 3.05 $ 2.66 $ 2.21 $ 3.48 $ 2.15 $ 1.16 $ 1.30 Notes: Indicators are not available for the general government function. The City transitioned from quarterly to monthly utility billing in 2017. State implementation of MNLARS changed how transactions are counted in 2018. In late 2020, the DMV's system changed again to MN Drive, which also counts transactions differently. Sources: Various city departments 118 CITY OF MONTICELLO Capital Assets Statistics by Function Last Ten Fiscal Years 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 Function Public safety Fire Fire stations in service 1 1 1 1 1 1 1 1 1 1 Number of volunteers 30 30 30 30 30 30 30 30 30 30 Public works Streets (miles) 68.0 68.0 68.0 68.0 69.0 70.0 70.0 70.0 70.0 81.0 Recreation and culture Parks acreage maintained 180 180 180 185 320 320 360 360 365 365 Parks 28 30 30 30 30 30 30 30 30 30 Park buildings 15 15 15 15 15 18 18 18 19 19 Community center (sq. ft.) 82,000 82,000 82,000 82,000 82,000 82,000 82,000 82,000 82,000 82,000 Water Fire hydrants 700 700 700 700 700 700 700 700 700 700 Note: No capital asset indicators are available for the general government and economic development functions. Note: The city contributed jointly -owned land at the Bertram Chain of Lakes to Wright County in 2015. Source: Various city departments 119 Schedule of Cash Flows Adjusted for Additional City Funding of Fiber Optics Fund Last Eight Fiscal Years Cash flows from operating activities Cash received from customers and users Cash paid to suppliers for goods and services Cash paid to employees Cash paid to other funds for services provided Net cash used by operating activities Cash flows from noncapital financing activities Transfers from other funds Franchise fees Intergovernmental revenues Net cash provided by noncapital financing activities Cash flows from capital and related financing activities Sale of assets Acquisition of capital assets Net cash provided (used) by capital and related financing activities Cash flows from investing activities Interest on investments Net increase (decrease) in cash and cash equivalents Additional city funding Transfer from liquor fund 2014A debt service paid by property tax levy/fund balance Adjusted net decrease in cash and cash equivalents $1,000,000 $(1,000,000) $(2,000,000) $(3,000,000) $(4,000,000) $(5,000,000) 2015 2016 2017 2018 2019 2020 CITY OF MONTICELLO 2021 2022 $ 1,733,236 $ 1,613,032 $ 1,886,377 $ 1,679,899 $ 1,789,793 $ 1,819,710 $ 1,924,721 $ 2,146,870 (1,332,231) (1,657,929) (1,955,033) (1,877,048) (1,465,167) (1,545,323) (1,811,460) (1,669,489) (565,657) (322,670) (18,367) (205) (244) (4,086) (2,265) - (24,291) (26,929) - (1,530) (1,194) (1,050) (1,050) (820) (188,943) (394,496) (87,023) (198,884) 323,188 269,251 109,946 476,561 450,000 350,000 180,000 130,000 - - - - - - - - - - - 53,000 - - - - - 82,063 - - 450,000 350,000 180,000 130,000 - 82,063 - 53,000 29,850 - - - - - - - - - - - - (171,210) (92,701) (199,209) 29,850 - - - - (171,210) (92,701) (199,209) 8,255 5,783 4,490 3,216 16,259 14,001 (4,496) (37,000) 299,162 (38,713) 97,467 (65,668) 339,447 194,105 12,749 293,352 (450,000) (350,000) (180,000) (130,000) - - - - (163,712) (515,519) (512,086) (512,665) (512,357) (511,638) (4,438,821) - $ (314,550) $ (904,232) $ (594,619) $ (708,333) $ (172,910) $ (317,533) $ (4,426,072) $ 293,352 Fiber Optics Fund Cash Flows 2015 2016 2017 2018 2019 2020 2021 2022 � Net increase (decrease) in cash and cash equivalents � Transfer from liquor fund � 2014A debt service paid by property tax levy/fund balance -Adjusted net decrease in cash and cash equivalents 120 Im �► Ilk -4 A •' Other Required Reports City of Monticello Monticello, Minnesota For the year ended December 31, 2022 k0 Edina Office 5201 Eden Avenue, Ste 250 ASUPEdina, MN 55436 Lighting the path forward P 952.835.9090 Mankato Office 100 Warren Street, Ste 600 Mankato, MN 56001 P 507.625.2727 Scottsdale Office 14500 N Northsight Blvd, Ste 233 Scottsdale, AZ 85260 P 480.864.5579 City of Monticello, Minnesota Other Required Reports Table of Contents For the Year Ended December 31, 2022 Page No. Other Required Reports Independent Auditor's Report on Minnesota Legal Compliance Independent Auditor's Report on Internal Control Over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance with Government Auditing Standards AbdoSolutionsxom INDEPENDENT AUDITOR'S REPORT ON MINNESOTA LEGAL COMPLIANCE Honorable Mayor and City Council City of Monticello, Minnesota We have audited, in accordance with auditing standards generally accepted in the United States of America, and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States the financial statements of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), as of and for the year ended December 31, 2022, and the related notes to the financial statements, and have issued our report thereon dated June 20, 2023. In connection with our audit, nothing came to our attention that caused us to believe that the City of Monticello failed to comply with the provisions of the contracting and bidding, deposits and investments, conflicts of interest, public indebtedness, claims and disbursements, miscellaneous provisions, and tax increment financing sections of the Minnesota Legal Compliance Audit Guide for Cities, promulgated by the State Auditor pursuant to Minn. Stat. § 6.65, insofar as they relate to accounting matters. However, our audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had we performed additional procedures, other matters may have come to our attention regarding the City's noncompliance with the above referenced provisions, insofar as they relate to accounting matters. The purpose of this report is solely to describe the scope of our testing of compliance and the results of that testing, and not to provide an opinion on compliance. Accordingly, this communication is not suitable for any other purpose. 11W Abdo Minneapolis, Minnesota June 20, 2023 Lighting the path forward AbdoSolutionsxom INDEPENDENT AUDITOR'S REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND ON COMPLIANCE AND OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS Honorable Mayor and City Council City of Monticello, Minnesota We have audited, in accordance with the auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business -type activities, the discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), as of and for the year ended December 31, 2022, and the related notes to the financial statements, which collectively comprise the City's basic financial statements, and have issued our report thereon dated June 20, 2023. Report on Internal Control Over Financial Reporting In planning and performing our audit of the financial statements, we considered the City's internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, we do not express an opinion on the effectiveness of the City's internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the entity's financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. We did not find any instances we consider to be significant deficiencies. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. Report on Compliance and Other Matters As part of obtaining reasonable assurance about whether the City's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed one instance of noncompliance or other matters that are required to be reported under Government Auditing Standards. Lighting the path forward 4 Purpose of this Report The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the entity's internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control and compliance. Accordingly, this communication is not suitable for any other purpose. IAr Abdo Minneapolis, Minnesota June 20, 2023 AbdoSolutionsxom P� �'+�► - .sic Executive Governance Summary City of Monticello Monticello, Minnesota For the year ended December 31, 2022 Edina Office 0 5201 Eden Avenue, Ste 250 Edina, MN 55436 Lighting the path forward P 952.835.9090 Mankato Office 100 Warren Street, Ste 600 Mankato, MN 56001 P 507.625.2727 Scottsdale Office 14500 N Northsight Blvd, Ste 233 Scottsdale, AZ 85260 P 480.864.5579 ARLfto%f AbdaSolutians.cam June 20, 2023 Management, Honorable Mayor and City Council City of Monticello, Minnesota We have audited the financial statements of the governmental activities, the business -type activities, the aggregate discretely presented component unit, each major fund and the aggregate remaining fund information of the City of Monticello, Minnesota (the City), for the year ended December 31, 2022. Professional standards require that we provide you with information about our responsibilities under generally accepted auditing standards and Government Auditing Standards as well as certain information related to the planned scope and timing of our audit. We have communicated such information in our letter dated December 12,.2022. Professional standards require that we provide you with the following information related to our audit. Significant Audit Findings In planning and performing our audit of the financial statements, we considered the City's internal control over financial reporting (internal control) as a basis for designing audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, we do not express an opinion on the effectiveness of the City's internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the entity's financial statements will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies and therefore, material weaknesses or significant deficiencies may exist that were not identified. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. Compliance and Other Matters As part of obtaining reasonable assurance about whether the City's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the financial statements. However, providing an opinion on compliance with those provisions was not an objective of our audit, and accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards or Minnesota statutes. Lighting the path forward 2 Qualitative Aspects of Accounting Practices Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by the City are described in Note 1 to the financial statements. The City changed accounting policies during the year ended December 31, 2022 related to the adoption of GASB 87: Leases. We noted no transactions entered into by the governmental unit during the year for which there is a lack of authoritative guidance or consensus. All significant transactions have been recognized in the financial statements in the proper period. All significant transactions have been recognized in the financial statements in the proper period. Accounting estimates are an integral part of the financial statements prepared by management and are based on management's knowledge and experience about past and current events and assumptions about future events. Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected. The most sensitive estimates affecting the financial statements include depreciation on capital assets, allocation of wage expenses, liability for the City's pension, and the liability for the City's other postemployment benefits (OPEB). • Management's estimate of depreciation is based on estimated useful lives of the assets. Depreciation is calculated using the straight-line method. • Allocations of gross wages and payroll benefits are approved by the City Council within the City's budget and are derived from each employee's estimated time to be spent servicing the respective function of the City. These allocations are also used in allocating accrued compensated absences payable. • Management's estimate of its OPEB liability is based on several factors including, but not limited to, anticipated retirement age for active employees, life expectancy, turnover, and healthcare cost trend rate. • Management's estimate of its pension liabilities and assets are based on several factors including, but not limited to, anticipated investment return rate, retirement age for active employees, life expectancy, salary increases and form of annuity payment upon retirement. • Managements estimate of its lease receivable and related deferred inflow of resources is based on several factors including but not limited to an estimated incremental borrowing rate. We evaluated the key factors and assumptions used to develop these accounting estimates in determining that it is reasonable in relation to the financial statements taken as a whole. The disclosures in the financial statements are neutral, consistent, and clear. Certain financial statement disclosures are particularly sensitive because of their significance to financial statement users. Difficulties Encountered in Performing the Audit We encountered no significant difficulties in dealing with management in performing and completing our audit. Corrected and Uncorrected Misstatements Professional standards require us to accumulate all known and likely misstatements identified during the audit, other than those that are trivial, and communicate them to the appropriate level of management. No misstatements were noted. Disagreements with Management For purposes of this letter, professional standards define a disagreement with management as a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial statements or the auditor's report. We are pleased to report that no such disagreements arose during the course of our audit. AbdoSolutions xom Management Representations We have requested certain representations from management that are included in the management representations letter dated June 20, 2023. Management Consultations with Other Independent Accountants In some cases, management may decide to consult with other accountants about auditing and accounting matters, similar to obtaining a "second opinion" on certain situations. If a consultation involves application of an accounting principle to the City's financial statements or a determination of the type of auditor's opinion that may be expressed on those statements, our professional standards require the consulting accountant to check with us to determine that the consultant has all the relevant facts. To our knowledge, there were no such consultations with other accountants. Other Audit Findings or Issues We generally discuss a variety of matters, including the application of accounting principles and auditing standards, with management each year prior to retention as the City's auditors. However, these discussions occurred in the normal course of our professional relationship and our responses were not a condition to our retention. Other Matters We applied certain limited procedures to the required supplementary information (RSI) (Management's Discussion and Analysis, the Schedules of Employer's Shares of the Net Pension Liability, the Schedules of Employer's Contributions, the Schedule of Changes in Net Pension Liability (Asset) and Related Ratios and Schedule of Funding Progress, the Schedule of changes in the City's OPEB Liability and related ratios), which is information that supplements the basic financial statements. Our procedures consisted of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We did not audit the RSI and do not express an opinion or provide any assurance on the RSI. We were engaged to report on the supplementary information (combining and individual fund financial statements and schedules), which accompany the financial statements but are not RSI. With respect to this supplementary information, we made certain inquiries of management and evaluated the form, content, and methods of preparing the information to determine that the information complies with accounting principles generally accepted in the United States of America, the method of preparing it has not changed from the prior period, and the information is appropriate and complete in relation to our audit of the financial statements. We compared and reconciled the supplementary information to the underlying accounting records used to prepare the financial statements or to the financial statements themselves. We were not engaged to report on the introductory section or the statistical section, which accompany the financial statements but are not RSI. We did not audit or perform other procedures on this other information and we do not express an opinion or provide any assurance on them. Abdo Solutions.com Future Accounting Standard Changes The following Governmental Accounting Standards Board (GASB) Statements have been issued and may have an impact on future City financial statements: (1) GASB Statement No. 94 - Public -Private and Public -Public Partnerships and Availability Payment Arrangements Summary The primary objective of this Statement is to improve financial reporting by addressing issues related to public-private and public -public partnership arrangements (PPPs). As used in this Statement, a PPP is an arrangement in which a government (the transferor) contracts with an operator (a governmental or nongovernmental entity) to provide public services by conveying control of the right to operate or use a nonfinancial asset, such as infrastructure or other capital asset (the underlying PPP asset), for a period of time in an exchange or exchange -like transaction. Some PPPs meet the definition of a service concession arrangement (SCA), which the Board defines in this Statement as a PPP in which (1) the operator collects and is compensated by fees from third parties; (2) the transferor determines or has the ability to modify or approve which services the operator is required to provide, to whom the operator is required to provide the services, and the prices or rates that can be charged for the services; and (3) the transferor is entitled to significant residual interest in the service utility of the underlying PPP asset at the end of the arrangement. This Statement also provides guidance for accounting and financial reporting for availability payment arrangements (APAs). As defined in this Statement, an APA is an arrangement in which a government compensates an operator for services that may include designing, constructing, financing, maintaining, or operating an underlying nonfinancial asset for a period of time in an exchange or exchange -like transaction. Effective Date and Transition The requirements of this Statement are effective for fiscal years beginning after June 15, 2022, and all reporting periods thereafter. Earlier application is encouraged. PPPs should be recognized and measured using the facts and circumstances that exist at the beginning of the period of implementation (or if applicable to earlier periods, the beginning of the earliest period restated). How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will improve financial reporting by establishing the definitions of PPPs and APAs and providing uniform guidance on accounting and financial reporting for transactions that meet those definitions. That uniform guidance will provide more relevant and reliable information for financial statement users and create greater consistency in practice. This Statement will enhance the decision usefulness of a government's financial statements by requiring governments to report assets and liabilities related to PPPs consistently and disclose important information about PPP transactions. The required disclosures will allow users to understand the scale and important aspects of a government's PPPs and evaluate a government's future obligations and assets resulting from PPPs. AbdoSolutionsxom 5 Future Accounting Standard Changes (Continued) GASB Statement No. 96 - Subscription -Based Information Technology Arrangements Summary This Statement provides guidance on the accounting and financial reporting for subscription -based information technology arrangements (SBITAs) for government end users (governments). This Statement (1) defines a SBITA; (2) establishes that a SBITA results in a right -to -use subscription asset - an intangible asset - and a corresponding subscription liability; (3) provides the capitalization criteria for outlays other than subscription payments, including implementation costs of a SBITA; and (4) requires note disclosures regarding a SBITA. To the extent relevant, the standards for SBITAs are based on the standards established in Statement No. 87, Leases, as amended. Under this Statement, a government generally should recognize a right -to -use subscription asset - an intangible asset - and a corresponding subscription liability. A government should recognize the subscription liability at the commencement of the subscription term, - which is when the subscription asset is placed into service. The subscription liability should be initially measured at the present value of subscription payments expected to be made during the subscription term. Future subscription payments should be discounted using the interest rate the SBITA vendor charges the government, which may be implicit, or the government's incremental borrowing rate if the interest rate is not readily determinable. A government should recognize amortization of the discount on the subscription liability as an outflow of resources (for example, interest expense) in subsequent financial reporting periods. This Statement provides an exception for short-term SBITAs. Short-term SBITAs have a maximum possible term under the SBITA contract of 12 months (or less), including any options to extend, regardless of their probability of being exercised. Subscription payments for short-term SBITAs should be recognized as outflows of resources. This Statement requires a government to disclose descriptive information about its SBITAs other than short-term SBITAs, such as the amount of the subscription asset, accumulated amortization, other payments not included in the measurement of a subscription liability, principal and interest requirements for the subscription liability, and other essential information. Effective Date and Transition The requirements of this Statement are effective for fiscal years beginning after June 15, 2022, and all reporting periods thereafter. Earlier application is encouraged. Assets and liabilities resulting from SBITAs should be recognized and measured using the facts and circumstances that existed at the beginning of the fiscal year in which this Statement is implemented. Governments are permitted, but are not required, to include in the measurement of the subscription asset capitalizable outlays associated with the initial implementation stage and the operation and additional implementation stage incurred prior to the implementation of this Statement. How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will improve financial reporting by establishing a definition for SBITAs and providing uniform guidance for accounting and financial reporting for transactions that meet that definition. That definition and uniform guidance will result in greater consistency in practice. Establishing the capitalization criteria for implementation costs also will reduce diversity and improve comparability in financial reporting by governments. This Statement also will enhance the relevance and reliability of a government's financial statements by requiring a government to report a subscription asset and subscription liability for a SBITA and to disclose essential information about the arrangement. The disclosures will allow users to understand the scale and important aspects of a government's SBITA activities and evaluate a government's obligations and assets resulting from SBITAs. AbdoSolutionsxom Future Accounting Standard Changes (Continued) GASB Statement No. 98 - The Annual Comprehensive Financial Report Summary This Statement establishes the term annual comprehensive financial report and its acronym ACFR. That new term and acronym replace instances of comprehensive annual financial report and its acronym in generally accepted accounting principles for state and local governments. This Statement was developed in response to concerns raised by stakeholders that the common pronunciation of the acronym for comprehensive annual financial report sounds like a profoundly objectionable racial slur. This Statement's introduction of the new term is founded on a commitment to promoting inclusiveness. Effective Date and Transition The requirements of this Statement are effective for fiscal years ending after December 15, 2021. Earlier application is encouraged. GASB Statement No. 99 - Omnibus 2022 Summary The objectives of this Statement are to enhance comparability in accounting and financial reporting and to improve the consistency of authoritative literature by addressing (1) practice issues that have been identified during implementation and application of certain GASB Statements and (2) accounting and financial reporting for financial guarantees. The practice issues addressed by this Statement are as follows: • Classification and reporting of derivative instruments within the scope of Statement No. 53, Accounting and Financial Reporting for Derivative Instruments, that do not meet the definition of either an investment derivative instrument or a hedging derivative instrument • Clarification of provisions in Statement No. 87, Leases, as amended, related to the determination of the lease term, classification of a lease as a short-term lease, recognition and measurement of a lease liability and a lease asset, and identification of lease incentives • Clarification of provisions in Statement No. 94, Public -Private and Public -Public Partnerships and Availability Payment Arrangements, related to (a) the determination of the public-private and public -public partnership (PPP) term and (b) recognition and measurement of installment payments and the transfer of the underlying PPP asset • Clarification of provisions in Statement No. 96, Subscription -Based Information Technology Arrangements, related to the subscription -based information technology arrangement (SBITA) term, classification of a SBITA as a short- term SBITA, and recognition and measurement of a subscription liability • Extension of the period during which the London Interbank Offered Rate (LIBOR) is considered an appropriate benchmark interest rate for the qualitative evaluation of the effectiveness of an interest rate swap that hedges the interest rate risk of taxable debt • Accounting for the distribution of benefits as part of the Supplemental Nutrition Assistance Program (SNAP) • Disclosures related to nonmonetary transactions • Pledges of future revenues when resources are not received by the pledging government AbdoSolutionsxom 7 Future Accounting Standard Changes (Continued) • Clarification of provisions in Statement No. 34, Basic Financial Statements—and Management's Discussion and Analysis—for State and Local Governments, as amended, related to the focus of the government -wide financial statements • Terminology updates related to certain provisions of Statement No. 63, Financial Reporting of Deferred Outflows of Resources, Deferred Inflows of Resources, and Net Position • Terminology used in Statement 53 to refer to resource flows statements. Effective Date and Transition The requirements of this Statement that are effective as follows: • The requirements related to extension of the use of LIBOR, accounting for SNAP distributions, disclosures of nonmonetary transactions, pledges of future revenues by pledging governments, clarification of certain provisions in Statement 34, as amended, and terminology updates related to Statement 53 and Statement 63 are effective upon issuance. • The requirements related to leases, PPPs, and SBITAs are effective for fiscal years beginning after June 15, 2022, and all reporting periods thereafter. • The requirements related to financial guarantees and the classification and reporting of derivative instruments within the scope of Statement 53 are effective for fiscal years beginning after June 15, 2023, and all reporting periods thereafter. The Board considered the effective dates for the requirements of this Statement in light of the COVID-19 pandemic and in concert with Statement No. 95, Postponement of the Effective Dates of Certain Authoritative Guidance. How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will enhance comparability in the application of accounting and financial reporting requirements and will improve the consistency of authoritative literature. Consistent authoritative literature enables governments and other stakeholders to more easily locate and apply the correct accounting and financial reporting provisions, which improves the consistency with which such provisions are applied. The comparability of financial statements also will improve as a result of this Statement. Better consistency and comparability improve the usefulness of information for users of state and local government financial statements. GASB Statement No. 100 - Accounting Changes and Error Corrections - an amendment of GASB Statement No. 62 Summary The primary objective of this Statement is to enhance accounting and financial reporting requirements for accounting changes and error corrections to provide more understandable, reliable, relevant, consistent, and comparable information for making decisions or assessing accountability. This Statement defines accounting changes as changes in accounting principles, changes in accounting estimates, and changes to or within the financial reporting entity and describes the transactions or other events that constitute those changes. As part of those descriptions, for (1) certain changes in accounting principles and (2) certain changes in accounting estimates that result from a change in measurement methodology, a new principle or methodology should be justified on the basis that it is preferable to the principle or methodology used before the change. That preferability should be based on the qualitative characteristics of financial reporting—understandability, reliability, relevance, timeliness, consistency, and comparability. This Statement also addresses corrections of errors in previously issued financial statements. Abdo Solutions.com 8 Future Accounting Standard Changes (Continued) This Statement prescribes the accounting and financial reporting for (1) each type of accounting change and (2) error corrections. This Statement requires that (a) changes in accounting principles and error corrections be reported retroactively by restating prior periods, (b) changes to or within the financial reporting entity be reported by adjusting beginning balances of the current period, and (c) changes in accounting estimates be reported prospectively by recognizing the change in the current period. The requirements of this Statement for changes in accounting principles apply to the implementation of a new pronouncement in absence of specific transition provisions in the new pronouncement. This Statement also requires that the aggregate amount of adjustments to and restatements of beginning net position, fund balance, or fund net position, as applicable, be displayed by reporting unit in the financial statements. This Statement requires disclosure in notes to financial statements of descriptive information about accounting changes and error corrections, such as their nature. In addition, information about the quantitative effects on beginning balances of each accounting change and error correction should be disclosed by reporting unit in a tabular format to reconcile beginning balances as previously reported to beginning balances as restated. Furthermore, this Statement addresses how information that is affected by a change in accounting principle or error correction should be presented in required supplementary information (RSI) and supplementary information (SI). For periods that are earlier than those included in the basic financial statements, information presented in RSI or SI should be restated for error corrections, if practicable, but not for changes in accounting principles. Effective Date and Transition The requirements of this Statement are effective for accounting changes and error corrections made in fiscal years beginning after June 15, 2023, and all reporting periods thereafter. Earlier application is encouraged. How the Changes in This Statement Will Improve Accounting and Financial Reporting The requirements of this Statement will improve the clarity of the accounting and financial reporting requirements for accounting changes and error corrections, which will result in greater consistency in application in practice. In turn, more understandable, reliable, relevant, consistent, and comparable information will be provided to financial statement users for making decisions or assessing accountability. In addition, the display and note disclosure requirements will result in more consistent, decision useful, understandable, and comprehensive information for users about accounting changes and error corrections. GASB Statement No. 101 - Compensated Absences Summary The objective of this Statement is to better meet the information needs of financial statement users by updating the recognition and measurement guidance for compensated absences. That objective is achieved by aligning the recognition and measurement guidance under a unified model and by amending certain previously required disclosures. This Statement requires that liabilities for compensated absences be recognized for (1) leave that has not been used and (2) leave that has been used but not yet paid in cash or settled through noncash means. A liability should be recognized for leave that has not been used if (a) the leave is attributable to services already rendered, (b) the leave accumulates, and (c) the leave is more likely than not to be used for time off or otherwise paid in cash or settled through noncash means. Leave is attributable to services already rendered when an employee has performed the services required to earn the leave. Leave that accumulates is carried forward from the reporting period in which it is earned to a future reporting period during which it may be used for time off or otherwise paid or settled. In estimating the leave that is more likely than not to be used or otherwise paid or settled, a government should consider relevant factors such as employment policies related to compensated absences and historical information about the use or payment of compensated absences. However, leave that is more likely than not to be settled through conversion to defined benefit postemployment benefits should not be included in a liability for compensated absences. AbdoSolutionsxom Future Accounting Standard Changes (Continued) This Statement requires that a liability for certain types of compensated absences—including parental leave, military leave, and jury duty leave—not be recognized until the leave commences. This Statement also requires that a liability for specific types of compensated absences not be recognized until the leave is used. This Statement also establishes guidance for measuring a liability for leave that has not been used, generally using an employee's pay rate as of the date of the financial statements. A liability for leave that has been used but not yet paid or settled should be measured at the amount of the cash payment or noncash settlement to be made. Certain salary -related payments that are directly and incrementally associated with payments for leave also should be included in the measurement of the liabilities. With respect to financial statements prepared using the current financial resources measurement focus, this Statement requires that expenditures be recognized for the amount that normally would be liquidated with expendable available financial resources. Effective Date and Transition The requirements of this Statement are effective for fiscal years beginning after December 15, 2023, and all reporting periods thereafter. Earlier application is encouraged. How the Changes in This Statement Will Improve Accounting and Financial Reporting The unified recognition and measurement model in this Statement will result in a liability for compensated absences that more appropriately reflects when a government incurs an obligation. In addition, the model can be applied consistently to any type of compensated absence and will eliminate potential comparability issues between governments that offer different types of leave. The model also will result in a more robust estimate of the amount of compensated absences that a government will pay or settle, which will enhance the relevance and reliability of information about the liability for compensated absences (1) Note. From GASB Pronouncements Summaries. Copyright 2022 by the Financial Accounting Foundation, 401 Merritt 7, Norwalk, CT 06856, USA, and is reproduced with permission. Restriction on Use This communication is intended solely for the information and use of management, City Council, the Minnesota Office of the State Auditor and others within the City and is not intended to be and should not be used by anyone other than these specified parties. Our audit would not necessarily disclose all weaknesses in the system because it was based on selected tests of the accounting records and related data. The comments and recommendations in the report are purely constructive in nature, and should be read in this context. If you have any questions or wish to discuss any of the items contained in this letter, please feel free to contact us at your convenience. We wish to thank you for the continued opportunity to be of service and for the courtesy and cooperation extended to us by your staff. lAr Abdo Minneapolis, Minnesota June 20, 2023 AbdoSolutions.com 10 City of Monticello Finance Department June 26, 2023 Who We Are Finance Assistant —Julie Finance Clerk— Debbie 0 0 Payroll Clerk —Cheri Utility Billing Specialist — Pat 0 Finance Manager— Liz Finance Director - Sarah What We Do • Conduct the financial affairs of the city in accordance with the Government Accounting Standards Board (GASB) and Generally Accepted Accounting Principles (GAAP) 0 Protect the city's financial assets •Create and manage financial plans • Manage investment portfolio • Issue and track debt instruments • Review and implement internal controls • Account for every financial transaction of the city Where We Do It The Finance Department is conveniently located at City Hall inside the Monticello Community Center W, 505 Walnut Street, Suite 1 Why We Do It o O o • Mission: The mission of the City of Monticello is to responsibly use our resources to provide quality services and programs that foster a dynamic community rooted in history and preparing for a vibrant future. • Goals: • Create & Preserve Sustainable Livability • Build a Connected Community • Strengthen our Image as a Destination • Support o Vibrant Economy • Be a Regional Leader • Invest in People How We Do It C:=:::) �❑Qo❑aa❑� �a❑oo • Process payable invoices for Council approval (5,106) • Issue paychecks to all city employees (4,569) • Generate utility bills (54,898) • Bill non-utility charges (262) • Enter cash receipts (38,091) • Record journal entries (190) • File tax forms (1099s: 70 1 W2s: 322) • Manage banking processes including cash and investments • Compile and monitor city's budget • Prepare year-end financial statements • And so much more! How We Do It 00000 0 0 0 0 0 0 o O 00000 We use Springbrook for financial software. Council approved an upgrade on December 12, 2022. Their developers are working on transitioning our current custom features, and we are hoping to be up and running on the cloud early this fall. How Well We Do It Z7� • Certificate of Achievement for Excellence in Financial Reporting received from GFOA for Annual Comprehensive Financial Report (AGER) • 13 years: 2009-2021 • Distinguished Budget Presentation Award received from GFOA • 15 years: 2009-2023 • Popular Annual Financial Report (PAFR) Award received from GFOA • 7 years: 2015-2021 When We Do It ❑❑❑❑❑ ❑❑❑ Fiscal Year is January 1 through December 31 • Bi -weekly: AP invoices, payroll checks • Monthly: bank/investment reconciliations, utility billing, billing for non-utility charges • Quarterly: grant requests (recycling, emergency preparedness), budget -to -actual reporting to Council, payroll reporting • Annually: File W2s, 1095s, and 1099s; budget, audit • Continuously: Receipting, special assessment searches, software upkeep, bank account monitoring 2022 Highlights Implemented formal hybrid work schedules • Maximized opportunity for efficiencies • Completed transition from Senior Accountant to Finance Manager position • Strengthened cross -training • Minimized impacts of turnover • Researched & planned for Springbrook upgrade 2022 Highlights N O L • Grants • American Rescue Plan Act (ARPA) • Community Energy Transitions (CET) • Long -Term Financial Plan • Transportation Economic Development (TED) • DEED Redevelopment Grant • Safe Routes to Schools (SRTS) • Local Partnership Program (LPP) • Central Minnesota Arts Board (CMAB) • Economic Development • TIF Garbage & Recycling O • contracted service with Waste Management • Services issues? • Call them at (320) 258-3948 • Billing issues? • Call Utility Billing at (763) 271-3228 Questions or Comments? • Utility Billing • Voicemail line: (763) 271-3228 • Email: payments@ci.monticello.mn.us • Other • City hall front desk: (763) 295-2711 • Email: info@ci.monticello.mn.us