Loading...
City Council Agenda Packet 07-10-2023AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 10, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL CLOSED MEETING 5:30 p.m. (Academy Room) 5:30 p.m. Closed Meeting — Discussion of sale of City property located at 119 3rd Street East, PID 155-010-034040 —Authorized by Minnesota State Statute 13D.05 Subd. 3 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 • Regular Meeting Minutes from June 26, 2023 D. Citizen Comments — Individuals smay 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 • MCC Announcements F. Council Liaison Update • EDA • Planning Commission • BCOL G. Department Updates • Community Development 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 2023-59 accepting donations for the Farmers Market Power of Produce program Consideration of approving a special event permit for VFW Summerfest on August 19, 2023 Consideration of approving a special event permit for Monticello's Lets Chalk on September 9 & 10, 2023, allowing the closure of a portion of 5t" Street West and a portion of the Monticello Community Center parking lot G. Consideration of authorizing a payment to the Coalition of Utility Cities (CUC) for Monticello's share of the 2023-2024 membership dues in the amount of $43,019 H. Consideration of approving entering into a grant agreement for the Safe Streets for All Federal Program's Plan Grant awarded to the City of Monticello Consideration of accepting quotes and authorizing purchase of two 2023 Kubota RTV 520s and two ballfield groomer attachments for a total of $32,942 for the Parks, Arts, & Recreation Department in conjunction with the Central Equipment Fund and declaring the Toro Workman and Cushman equipment as surplus property Consideration of adopting Resolution 2023-60 accepting improvements and authorizing final payment of $90,285 to Northwest Asphalt & Maintenance for the 2023 crack seal project K. Consideration of adopting Resolution 2023-62 authorizing the preparation of a Feasibility Report for the School Boulevard Intersection Improvements Project and approving a contract with Hakanson Anderson to provide engineering services at a price of $235,500 Consideration of adopting Resolution 2023-63 approving an extension to October 30, 2023, for the Haven Ridge 2nd Addition Final Plat and Development Contract and Planned Unit Development Agreement. Applicant: Marc Schulte (Haven Ridge LLC) M. Consideration of adopting Resolution 2023-64 approving assignment/transfer of the Haven Ridge 2nd Addition Plat and PUD approvals N. Consideration of adopting Resolution 2023-65 accepting a grant from the Minnesota Department of Transportation for the Flashing Yellow Arrow (FYA) Upgrades Project O. Consideration of adopting Resolution 2023-66 accepting a grant from the Minnesota Department of Transportation for the Downtown Roadway and Pedestrian Improvements Project 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2023-61 approving the plans, specifications and authorizing advertisement of bids for the Bertram Chain of Lake Regional Athletic Park Phase II Improvement 5. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 26, 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 Gabler moved approval of the agenda. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from June 12, 2023 • Regular Meeting Minutes from June 12, 2023 Councilmember Gabler moved approval of the meeting minutes. Councilmember Martie seconded the motion. Motion carried unanimously. D. Citizen Comments • None. E. Public Service Announcements • Haley Foster, Communications & Marketing Specialist, gave an update on the following: - July 4th Holiday Hours - Odd/Even Watering Schedule - PAR Needs Assessment - MCC Community Block Party F. Council Liaison Uadates • Library Board — Councilmember Hinz noted that the board discussed their need for storage and was working with the City on possible solutions. • EDA — Councilmember Hinz commented on meeting held June 14. The EDA discussed a business roundtable event, the housing study proposal and the hotel -hospitality study proposal. City Council Minutes: June 26, 2023 Page 1 1 7 • CMRP — Mayor Hilgart gave an updated and noted that the group discussed moving into a non-profit status. G. Department Update • Finance Department Update — Sarah Rathlisberger, Finance Director, gave a brief presentation and overview of the Finance Department and operations in 2022. • Construction Update — Ryan Melhouse, Project Engineer, commented on the status of constructions projects in the city. 2. Consent Agenda: Councilmember Hinz moved approval of the Consent Agenda excluding H, I, K, L, O, and S. Councilmember Murdoff 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 $1,013,107.25. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for Monticello Community Center (MCC) and building department and departures for MCC. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of adopting Resolution 2023-49 accepting donations for Walk & Roll. Action taken: Resolution accepting donations was adopted. E. Consideration of adopting Resolution 2023-50 accepting a donation from Weezies Beezies of $100 for sponsorship of planter. Action taken: Resolution accepting the donation was adopted. F. 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. Action taken: Resolution accepting the grant was adopted. 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. Action taken: Event permit was approved. H. Consideration of approving plans 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. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. City Council Minutes: June 26, 2023 Page 2 1 7 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. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 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. Action taken: Approved. K. Consideration of adopting Resolution 2023-53 decertifying Tax Increment Financing (TIF) District #1-22. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 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. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 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. Action taken: Approved subjected to conditions in Exhibit Z and based on findings in Resolution PC -2023-19. 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 I the rear yard. Applicant: Benjamin Roberg. Action taken: Approved based on findings in Resolution PC -2023-17 and subject to Conditions of Exhibit Z. O. Consideration of accepting quotes and authorizing purchase of 2023 Chevrolet 4500 landscape truck for $65,407 for the Parks, Arts & Recreation. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. P. Consideration of approving an amendment to Development Contract for the Wiha Addition. Action taken: Approved the amendment. 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 City Council Minutes: June 26, 2023 Page 3 17 Addition and approving a Development Contract for Country Club Manor Third Addition. Applicant: Delta Modular Construction, LLC. Action taken: Adopted Resolution 2023-57 contingent on conditions in Exhibit Z and approved Development Contract and Planned Unit Development Agreement and authorized the Mayor and City Administrator to negotiate and specify final changes or amendments to the contract and adopted Ordinance 804. R. Consideration of adopting Resolution 2023-56 in support of constructing a new Public Works Facility. Action taken: Adopted Resolution 2023-56. Consideration of adopting Resolution 2023-58 approving amendments to the designated Municipal State Aid Street System. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 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. Action taken: Approved the contract with Integrated Fire & Security. U. Consideration of approving a contract with McDowall Company for repairs and upgrades to the walk-in cooler repairs for Hi -Way Liquor for a total cost of $124,949.69. Action taken: Approved the contract with McDowall Company. V. Consideration of approving the appointment of Danielle Murdoff to the Parks, Arts, and Recreation Department. Action taken: Approved the appointment of Danielle Murdoff. 2A. Consideration of items removed from the consent agenda for discussion 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. Councilmember Gabler removed the item to clarify that the Lions have the correct City contact. Councilmember Gabler moved approval of the special event permit for Brewfest. Councilmember Hinz seconded the motion. Motion carried unanimously. 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. City Council Minutes: June 26, 2023 Page 4 1 7 Councilmember Gabler questioned the timeline of events pertaining to the sales tax vote and authorization. Rachel Leonard, City Administrator, responded that this is the next functional step in the process. Councilmember Gabler moved to adopt Resolution 2023-53. Councilmember Martie seconded the motion. Motion carried unanimously. K. Consideration of adopting Resolution 2023-53 decertifying Tax Increment Financing (TIF) District #1-22. Councilmember Gabler questioned whether any left over funds were put back into the General Fund. Sarah Rathlisberger responded that there will be some residual funds that will be EDA funds that can be used as allowed. Councilmember Gabler moved to adopt Resolution 2023-53 decertifying Tax Increment Financing (TIF) District #1-22. Councilmember Hinz seconded the motion. Motion carried unanimously. 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. Councilmember Murdoff removed the item for clarification on two items. The first is on page 11 of the document to remove the portion on "EC's are characterized by one and two story buildings on large parcels". Angela Schumann, Community Development Director, noted that removing the one- or two-story reference is acceptable. The second item for clarification is the relocation of working on Page 81 under Light Industrial Park. Angela Schumann commented that relocating the sentences in the paragraph will be completed. Councilmember Murdoff moved adoption of Resolution 2023-54 with additional changes mentioned above. Councilmember Gabler seconded the motion. Motion carried unanimously. O. Consideration of accepting quotes and authorizing purchase of 2023 Chevrolet 4500 landscape truck for $65,407 for the Parks, Arts, & Recreation Department. Councilmember Gabler questioned why the purchases were not made locally. Tom Pawelk, Parks & Recreation Director, responded that there were no trucks available locally. These trucks were budgeted in 2021 and by chance became available in St. Cloud. City Council Minutes: June 26, 2023 Page 5 1 7 3. 4. Councilmember Gabler moved approval of the purchase. Councilmember Murdoff seconded the motion. Motion carried unanimously. S. Consideration of adopting Resolution 2023-58 approving amendments to the designated Municipal State Aid Street System. Councilmember Gabler questioned whether we drew down the balance in this fund or do we get funds allocated each year. Sarah Rathlisberger responded that funds are allocated each year. The City spent funds allocated through 2023. Councilmember Gabler moved to adopt Resolution 2023-58 approving amendments to the designated Municipal State Aid Street System. Councilmember Murdoff seconded the motion. Motion carried unanimously. 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 Angela Schumann presented the item and noted it related to the replat of Country Club Manor Second Addition. The replatting was to address property line encroachments by the proposed buildings. A portion of the twinhomes crosses over the property line into the common lot area. Drainage and utility easement within the common lot areas are shown to be reestablished on the proposed plat of Country Club Manor Third Addition. Mayor Hilgart opened the public hearing. There was no public testimony. Mayor Hilgart closed the public hearing. Councilmember Gabler moved to adopt Resolution 2023-55 for vacation of drainage and utility easements for a portion of Country Club Manor Second Addition, with re-establishment per replat of Country Club Manor Third Addition. Councilmember Murdoff seconded the motion. Motion carried unanimously. Regular Agenda: A. Consideration of approvinz plans, specifications, and authorization of advertisement of bids for the Downtown Roadway & Pedestrian Improvements Proiect Justin Kannas, Bolton & Menk, was present to review the final plans for the Downtown Roadway & Pedestrian Improvements Project. He noted that the City Council Minutes: June 26, 2023 Page 6 1 7 following items were removed: the kiosk sign in Block 52; the rapid -flashing beacon at Broadway and Maple Street; and the sidewalk section on West Broadway between Chestnut Street and Otter Creek Road. The following items we be included as a bid alternate: Walnut Street resurfacing to be asphalt between Broadway and River Street with concrete surfacing included as an alternate and tree guards will also be bid as an alternate. The estimated cost of the project is $12.2 million. Approximately $3.1 million is expected to be paid by Wright County for Broadway Street pavement Improvements. The project schedule consists of gaining MnDOT approval by late July followed by big opening and awarding of contract in late July/early August. Construction would begin September — October 2023 with substantial completion planned for September 2024. There was minimal discussion by the City Council. Councilmember Martie moved approval of plans and specifications and to authorize advertisement of bids for the Downtown Roadway & Pedestrian Improvements Project. Councilmember Hinz seconded the motion. Motion carried unanimously. B. Consideration of accepting the 2022 Annual Comprehensive Financial Report Bonnie Schwieger, Senior Manager at Abdo, presented a summary of the the 2022 Annual Comprehensive Financial Report. Ms. Schwieger noted that there were no audit findings or issues with compliance. Councilmember Hinz moved to accept the 2022 Annual Comprehensive Financial Report. Councilmember Murdoff seconded. Motion carried unanimously. S. Adjournment: The meeting was adjourned at 8:06 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: June 26, 2023 Page 7 17 City Council Agenda: 7/10/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 7/10/2023 ❑ 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 $1,215,197.96. 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 Computer Check Proof List by Vendor User: Debbie.Gulbrandson Printed: 07/03/2023 - 3:15PM Batch: 00205.06.2023 - 205.06.2023 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 06/30/2023 5863599-6 - Animal Shelter 15.00 06/30/2023 101-42700-438100 06/30/2023 5828859-8 - Storage Garage 34.81 06/30/2023 101-41940-438100 06/30/2023 5864452-7 - Library 373.36 06/30/2023 101-45501-438100 06/30/2023 5837384-6 - Publc Works 669.18 06/30/2023 101-43127-438100 06/30/2023 6401745330-5 - 349 W Broadway 137.32 06/30/2023 101-45204-438100 06/30/2023 5788570-9 - Hi Way Liquor 297.27 06/30/2023 609-49754-438100 06/30/2023 5804618-6 - Parks (Fallon) 15.00 06/30/2023 101-45201-438100 06/30/2023 5768542-2 - MCC 5,354.96 06/30/2023 226-45126-438100 06/30/2023 5768542-2 - City Hall 231.57 06/30/2023 101-41940-438100 06/30/2023 5820786-1 - Public Works 98.10 06/30/2023 101-43127-438100 06/30/2023 5799425-3 - Public Works 224.90 06/30/2023 101-43127-438100 06/30/2023 5821009-7 - Parks 302.09 06/30/2023 101-45201-438100 06/30/2023 5768542-2 - National Guard 115.78 06/30/2023 101-42800-438100 06/30/2023 5768542-2 - Senior Center 86.84 06/30/2023 101-45175-438100 06/30/2023 8000015233-2 - WWTP 3,775.32 06/30/2023 602-49480-438100 06/30/2023 5806932-9 - Parks 22.41 06/30/2023 101-45201-438100 06/30/2023 5799427-9 - Public Works 71.89 06/30/2023 101-43127-438100 06/30/2023 11077481-7 - Fire Station 556.80 06/30/2023 101-42200-438100 06/30/2023 8235333-5 - DMV 49.03 06/30/2023 653-41990-438100 06/30/2023 5843395-4 - Facilities 86.22 06/30/2023 701-00000-438100 06/30/2023 6402462182-9 - Old Help Center 31.43 06/30/2023 701-00000-438100 06/30/2023 8235331-9 - DMV 84.84 06/30/2023 653-41990-438100 06/30/2023 6403095858-7 - 213 W Broadway (JOTL Monti 132.22 06/30/2023 101-45204-438100 Check Total: 12,766.34 Vendor: 2050 DEMVI LLC Check Sequence: 2 ACH Enabled: True 6/25/2023 Parking Lot Maintenance - June 2023 213.86 06/30/2023 213-46301-431991 Check Total: 213.86 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 3 ACH Enabled: True AP -Computer Check Proof List by Vendor (07/03/2023 - 3:15 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 16537076 Participant Fee - June 2023 41.00 06/30/2023 101-41800-413500 40656604 FSA- Dependent Care 192.30 06/30/2023 101-00000-217200 40658294 FSA- Dependent Care 2,692.20 06/30/2023 101-00000-217200 40658294 FSA - Medical 280.51 06/30/2023 101-00000-217300 Check Total: 3,206.01 Vendor: 5646 JACK HENRY & ASSOCIATES, INC. Check Sequence: 4 ACH Enabled: True 4321720 Client Account Fees - June 2023 55.62 06/30/2023 226-45122-443980 Check Total: 55.62 Vendor: 2659 LAND TITLE INC Check Sequence: 5 ACH Enabled: True 6/30/2023 200 W River St PID 155-010-051111 - Sawatzki 330,085.87 06/30/2023 400-43300-453010 Check Total: 330,085.87 Vendor: 1565 WELLS FARGO CORP TRUST SERVICE Check Sequence: 6 ACH Enabled: True 6/13/2023 Addt'l Investment to RBC Capital 150,000.00 06/30/2023 955-00000-104010 Check Total: 150,000.00 Vendor: 1585 XCEL ENERGY Check Sequence: 7 ACH Enabled: True 06/30/23 51-6505911-8 - DMV 926.19 06/30/2023 653-41990-438100 06/30/23 51-6505911-8 - Facilities Mgmt 261.42 06/30/2023 701-00000-438100 06/30/23 51-6505911-8 - Parks Bldg 911.75 06/30/2023 101-45201-438100 06/30/23 51-6505911-8 -MCC 18,133.65 06/30/2023 226-45126-438100 06/30/23 51-6505911-8 - Animal Shelter 327.08 06/30/2023 101-42700-438100 06/30/23 51-6505911-8 - Library 2,084.66 06/30/2023 101-45501-438100 06/30/23 51-6505907-2 - Park Lots- auto 87.24 06/30/2023 101-43160-438100 06/30/23 51-6505907-2 - Parking Lots 86.62 06/30/2023 101-43160-438100 06/30/23 51-6505905-0 - Water 10,560.71 06/30/2023 601-49440-438100 06/30/23 51-6505915-2 - Ice Rink 33% 98.94 06/30/2023 601-49440-438100 06/30/23 ZZZNEP-IMPLEM- 51-6505908-3 19.84 06/30/2023 101-42500-438100 06/30/23 51-6505911-8 - City Hall 4,003.53 06/30/2023 101-41940-438100 06/30/23 51-6505914-1 - Shop/Garage 1,287.51 06/30/2023 101-43127-438100 06/30/23 51-6505911-8 - Fire Station 2,124.47 06/30/2023 101-42200-438100 06/30/23 51-7780310-4 - Bldg. Inspec. G 50.12 06/30/2023 101-41940-438100 06/30/23 51-0623082-8 - MontiArts 84.91 06/30/2023 101-45204-438100 06/30/23 51-6505915-2 - NSP- Softball 340.44 06/30/2023 101-45203-438100 06/30/23 51-6505911-8 - Liquor Store 3,839.35 06/30/2023 609-49754-438100 06/30/23 51-6505906-1 - Sewer 1,844.30 06/30/2023 602-49490-438100 06/30/23 51-0395766-0 - Ramsey Pumphous 0.00 06/30/2023 601-49440-438100 06/30/23 51-6505911-8 - Senior Center 942.01 06/30/2023 101-45175-438100 AP -Computer Check Proof List by Vendor (07/03/2023 - 3:15 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 06/30/23 51-6572904-0 - WWTP 29,078.63 06/30/2023 602-49480-438100 06/30/23 51-6505915-2 - NSP- consc/sec. 108.03 06/30/2023 101-45203-438100 06/30/23 51-6505916-3 - Street Lights 14,668.80 06/30/2023 101-43160-438100 06/30/23 51-0371645-4 - SwanCam 0.00 06/30/2023 101-45201-438100 06/30/23 51-6505911-8 -National Guard 471.00 06/30/2023 101-42800-438100 06/30/23 51-6505915-2- Parks General 794.28 06/30/2023 101-45201-438100 06/30/23 51-13295413-8 - 103 Pine St 0.00 06/30/2023 213-46301-438100 06/30/23 51-13295413-8 - Parks 0.00 06/30/2023 101-45201-438100 06/30/23 51-13295413-8 - Water 0.00 06/30/2023 601-49440-438100 06/30/23 51-13295413-8 -Streets 0.00 06/30/2023 101-43120-438100 06/30/23 51-0013373403-2 - MontiArts 95.04 06/30/2023 101-45204-438100 06/30/23 Solar Reward Credit -58,335.12 06/30/2023 101-41310-362140 06/30/23 amount booked to AR -4,029.62 06/30/2023 101-00000-115030 Check Total: 30,865.78 Total for Check Run: 527,193.48 Total of Number of Checks: 7 The preceding list of bills payable was reviewed and approved for payment. Date: 7/10/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (07/03/2023 - 3:15 PM) Page 3 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Gulbrandson Printed: 07/06/2023 - 10:20AM Batch: 00202.07.2023 - 202.07.2023 AP Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 2427 CITY OF ANOKA Check Sequence: 1 ACH Enabled: False 06/28/2023 Lifeguard Recertification Training - CLS -03786', 84.00 07/11/2023 226-45124-431990 Check Total: 84.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 2 ACH Enabled: False 3610417 Resale - Beer 252.40 07/11/2023 609-49750-425200 3612742 Resale - Beer 69.60 07/11/2023 609-49750-425200 Check Total: 322.00 Vendor: 4046 AST SPORTS, INC Check Sequence: 3 ACH Enabled: True 6908 Credit for Invoice 6860 duplicate pymt - pd w/C1 -176.70 07/11/2023 101-45201-421990 6911 (1) full zip jacket w/embr - Karen Zehowski 45.00 07/11/2023 226-45122-421990 6912 (1) full zip jacket w/embr - Breanna Mortenson 45.00 07/11/2023 226-45122-421990 6913 (1) full zip jacket w/embr - Mary Hedlund 45.25 07/11/2023 226-45122-421990 6914 (1) LS Shirt w/embr - Addie 37.15 07/11/2023 226-45122-421990 6915 (1) Full -zip jacket w/embroidery 45.25 07/11/2023 226-45122-421990 6916 (2) Ladies Polo w/embroidery 49.50 07/11/2023 226-45122-421990 6917 (1) Full -zip jacket w/embroid - Gretchen Frederi 45.25 07/11/2023 226-45122-421990 6919 (1) LS perf jacket w/embr - Breanna Mortenson 51.00 07/11/2023 226-45122-421990 Check Total: 186.70 Vendor: 2886 AUSCO DESIGN AND MARKETING Check Sequence: 4 ACH Enabled: False 7864 (37) Navy Polos for Golf Tournament 860.00 07/11/2023 101-42200-421120 Check Total: 860.00 Vendor: 1368 AUTO VALUE MONTICELLO Check Sequence: 5 ACH Enabled: False 21212740 24 x 30 Rubber Mud Flap 12.98 07/11/2023 101-43120-422110 21212807 Battery, Break Away Switch 62.98 07/11/2023 101-43120-422100 21212845 Pole RV Blade 11.99 07/11/2023 101-43120-422100 21212880 Various Filters (6) 105.67 07/11/2023 101-43127-422120 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 21213307 Fuel Filter (1) Air Filter (1) 53.58 07/11/2023 101-43127-422120 21213308 Freon (12) 143.88 07/11/2023 101-43127-421990 21213345 Hevy Duty Bracket, Mud Flap 52.99 07/11/2023 101-43120-422100 21213391 Air Filter 34.33 07/11/2023 601-49440-422990 Check Total: 478.40 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 6 ACH Enabled: True 2364639 Diesel Fuel (837.1 gals) @ $2.835 2,628.49 07/11/2023 101-43120-421200 2364641 Unleaded Fuel (569.6 gals) @ $2.749 1,739.56 07/11/2023 101-43120-421200 Check Total: 4,368.05 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 7 ACH Enabled: True 0099951500 Resale- Liquor Credit -336.00 07/11/2023 609-49750-425100 0099951500 Freight -4.95 07/11/2023 609-49750-433300 106977400 Freight 2.91 07/11/2023 609-49750-433300 106977400 Resale - bitters, grenadine, bloody mary mixes 355.00 07/11/2023 609-49750-425400 106977400 Resale - stuffed olives 22.25 07/11/2023 609-49750-425500 106977400 Bags - (500) 60#, (500) QT 257.00 07/11/2023 609-49754-421990 107007600 Freight 2.26 07/11/2023 609-49750-433300 107007600 Resale - Margarita mixes 77.00 07/11/2023 609-49750-425400 107007600 Resale - Pickled and hot green beans 85.10 07/11/2023 609-49750-425500 107007600 Bags - (500) QT, (500) 50#, (400) 76#, (500) 57• 329.25 07/11/2023 609-49754-421990 107034200 Resale - Bloody mary mix, squeeze limes, can kc 95.00 07/11/2023 609-49750-425400 107034200 Resale - stuffed olives, hot peppers 65.55 07/11/2023 609-49750-425500 107034200 Freight 0.73 07/11/2023 609-49750-433300 99860800 Resale- Liquor -99.83 07/11/2023 609-49750-425100 99866500 Resale- Liquor 12,566.95 07/11/2023 609-49750-425100 99866500 Resale- Wine 56.00 07/11/2023 609-49750-425300 99866500 Freight 141.90 07/11/2023 609-49750-433300 99895100 Resale - Liquor credit -176.00 07/11/2023 609-49750-425100 99895100 Freight -1.65 07/11/2023 609-49750-433300 99910800 Resale- Liquor 4,164.85 07/11/2023 609-49750-425100 99910800 Freight 57.75 07/11/2023 609-49750-433300 99936900 Resale- Liquor 7,789.92 07/11/2023 609-49750-425100 99936900 Resale - Wine 56.00 07/11/2023 609-49750-425300 99936900 Freight 90.49 07/11/2023 609-49750-433300 99945800 Freight 21.45 07/11/2023 609-49750-433300 99945800 Resale- Liquor 92.25 07/11/2023 609-49750-425100 99945800 Resale- wine 1,770.00 07/11/2023 609-49750-425300 Check Total: 27,481.18 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1067 BERNICK'S Check Sequence: 8 ACH Enabled: False 10093468 Resale - NA Beer 117.85 07/11/2023 609-49750-425400 10093468 Resale - Beer 3,795.45 07/11/2023 609-49750-425200 10093469 Resale - Pop, gatorade 210.08 07/11/2023 609-49750-425400 10093471 Resale - flavored water, bublr water 69.84 07/11/2023 226-45125-425410 10096198 Resale - water, pop, gatorade, propel 356.16 07/11/2023 226-45125-425410 10096198 Resale - premix pop, tank exchange/return 286.50 07/11/2023 226-45123-421990 10096238 Resale- NA Beer 168.40 07/11/2023 609-49750-425400 10096238 Resale - Beer 3,999.65 07/11/2023 609-49750-425200 10096239 Resale - Pop 439.44 07/11/2023 609-49750-425400 10096240 Resale - Beer credit -21.24 07/11/2023 609-49750-425200 Check Total: 9,422.13 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 9 ACH Enabled: False 4516 Clean tap beer lines (3) 80.00 07/11/2023 226-45123-431990 Check Total: 80.00 Vendor: 1079 BOYER TRUCKS - LAUDERDALE Check Sequence: 10 ACH Enabled: True 003510263 Addt'1 Repair - Right Fender Bracket VIN 78269 1,082.63 07/11/2023 101-43120-440500 00359529 Plow Truck Repairs Due to Accident VIN 78269 18,555.19 07/11/2023 101-43120-440500 Check Total: 19,637.82 Vendor: 1083 BRAUN INTERTEC CORPORATION Check Sequence: 11 ACH Enabled: True B347744 23C002 - Public Works Facility - Thru 6/23/23 19,000.00 07/11/2023 401-43300-453010 Check Total: 19,000.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 12 ACH Enabled: False 110918057 Resale- Liquor 3,122.10 07/11/2023 609-49750-425100 110918057 Resale- Wine 60.00 07/11/2023 609-49750-425300 110918057 Freight 49.94 07/11/2023 609-49750-433300 111027856 Resale- Liquor 8,879.30 07/11/2023 609-49750-425100 111027856 Resale- Wine 344.00 07/11/2023 609-49750-425300 111027856 Resale - NA Wine, grenadine 112.00 07/11/2023 609-49750-425400 111027856 Freight 117.48 07/11/2023 609-49750-433300 411089048 Freight -4.13 07/11/2023 609-49750-433300 411089048 Resale - Liquor credit -291.76 07/11/2023 609-49750-425100 411096779 Resale - Wine credit -55.62 07/11/2023 609-49750-425300 411096779 Freight -0.83 07/11/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 4 Check Total: 12,332.48 Vendor: 1089 SARA CAHILL Check Sequence: 13 ACH Enabled: True 06/29/23 Mileage Reimbursement - Pool operations @ Be 30.13 07/11/2023 226-45122-433100 06/29/23-2 Mileage Reimbursement - Walk & Roll/Music in 5.24 07/11/2023 226-45122-433100 Check Total: 35.37 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 ACH Enabled: True 2852504 Resale - Beer credit -74.40 07/11/2023 609-49750-425200 2852598 Resale - Beer 18,984.35 07/11/2023 609-49750-425200 2852598 Resale- Liquor 117.00 07/11/2023 609-49750-425100 2852598 Resale - Cranberry and orange juice 52.00 07/11/2023 609-49750-425500 2852598 Resale - NA Beer, tonic 323.45 07/11/2023 609-49750-425400 2855670 Resale - Beer credit -97.21 07/11/2023 609-49750-425200 2855752 Resale - Beer 18,720.98 07/11/2023 609-49750-425200 2855752 Resale - NA Beer, soda 244.25 07/11/2023 609-49750-425400 Check Total: 38,270.42 Vendor: 1103 CENTRAL HYDRAULICS INC Check Sequence: 15 ACH Enabled: False 81945 Quick Couplers (8), 1/2" Caps (2), 1/2" Plugs (2; 309.22 07/11/2023 101-43125-422100 Check Total: 309.22 Vendor: 6032 CROSS CUT PROPERTY SERVICES Check Sequence: 16 ACH Enabled: True 1320 Riverside Cemetary - Apr -May Cleanup, mowin 4,000.00 07/11/2023 215-49010-431050 1322 Hillside Cemetary - Apr -May Mowing, trimmin€ 1,070.00 07/11/2023 101-45201-431050 Check Total: 5,070.00 Vendor: 2935 CUSTOMIZED FIRE RESCUE TRAINING IN( Check Sequence: 17 ACH Enabled: False 2318 NFPA 1041 Fire Instructor Training, 1 drills 525.00 07/11/2023 101-42200-433100 2368 NFPA SRU Training, 3 drills 5,550.00 07/11/2023 101-42200-433100 Check Total: 6,075.00 Vendor: 6255 JONATHAN DAHL Check Sequence: 18 ACH Enabled: True 06/22/23 Boot reimbursement 2023 - J Dahl 100.00 07/11/2023 101-45201-421990 Check Total: 100.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 19 ACH Enabled: True 1923015-2 Resale - Beer credit -18.60 07/11/2023 609-49750-425200 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 1933917 Resale - Beer 28,063.58 07/11/2023 609-49750-425200 1936953 Resale- Beer 2,114.67 07/11/2023 609-49750-425200 1936953 Resale - NA beer 198.75 07/11/2023 609-49750-425400 1939764 Resale - Root beer, liquid ice blue 260.00 07/11/2023 609-49750-425400 1939764 Resale- Beer 47,464.70 07/11/2023 609-49750-425200 1939765 Resale- Beer 204.15 07/11/2023 609-49750-425200 1939804 Resale - Sparkling water 16.80 07/11/2023 609-49750-425400 1939818 Resale - Beer credit -37.50 07/11/2023 609-49750-425200 1940090 Resale - Sparkling water 33.60 07/11/2023 609-49750-425400 1942505 Resale- Beer 1,589.75 07/11/2023 609-49750-425200 1942505 Resale- NA Beer 64.20 07/11/2023 609-49750-425400 1943181 Resale- Beer 1,267.70 07/11/2023 609-49750-425200 1945712 Resale - Beer 116.60 07/11/2023 609-49750-425200 Check Total: 81,338.40 Vendor: 1141 DIAMOND VOGEL PAINT Check Sequence: 20 ACH Enabled: False 813165777 White Traffic Paint (5 Gal) (24) 2,401.20 07/11/2023 101-43120-421510 813165960 Beads (20) 800.00 07/11/2023 101-43120-421510 Check Total: 3,201.20 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 21 ACH Enabled: True 1638569 Resale - Beer 551.30 07/11/2023 609-49750-425200 1720732 Resale- Beer -175.37 07/11/2023 609-49750-425200 1724110 Resale- Beer 2,127.80 07/11/2023 609-49750-425200 1724110 Resale - NA Beer 139.25 07/11/2023 609-49750-425400 Check Total: 2,642.98 Vendor: 6234 ANTHONY DIGATONO Check Sequence: 22 ACH Enabled: False 07/03/23 Performing at Farmer's Market - 7/20/23 200.00 07/11/2023 226-45127-431991 Check Total: 200.00 Vendor: 4010 MARILYN DIRKSWAGER Check Sequence: 23 ACH Enabled: False 214 Craft & Creation Classes (2), Various Story Tim( 300.00 07/11/2023 101-00000-220150 Check Total: 300.00 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 24 ACH Enabled: True 2972 Resale - Beer 340.00 07/11/2023 609-49750-425200 Check Total: 340.00 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 25 ACH Enabled: True 952432 202321 - PH Country Club Manor Ad# 1320781 212.00 07/11/2023 101-41910-435100 952433 22C005 - Bids Downtown Roadway & Pedestria 724.00 07/11/2023 400-43300-459025 953389 23C004 - Bids for Flashing Yellow Arrow Projec 888.00 07/11/2023 403-43162-453010 953390 202324 - PH Culvers CUP Ad# 1323941 168.00 07/11/2023 101-41910-435100 Check Total: 1,992.00 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 26 ACH Enabled: True 07/03/23 Farmers Market Token Collection Log - 6/29/23 27.00 07/11/2023 226-45127-431992 Check Total: 27.00 Vendor: 1187 FORCE AMERICA INC Check Sequence: 27 ACH Enabled: False 001-1742009 Kit - 6100 - GEN 5 - ARC, Wired 883.83 07/11/2023 101-43125-422100 Check Total: 883.83 Vendor: 5967 HALEY FOSTER Check Sequence: 28 ACH Enabled: True 6/28/2023 Mileage Reimbursement LMC Conference (227. 149.14 07/11/2023 101-41310-433100 Check Total: 149.14 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 29 ACH Enabled: True 07/03/23 Farmers Market Token Collection Log - 6/22, 6/: 114.00 07/11/2023 226-45127-431992 Check Total: 114.00 Vendor: 1205 GRAINGER INC Check Sequence: 30 ACH Enabled: False 9748601821 Evaporator Cleaner (2) 36.52 07/11/2023 701-00000-421990 Check Total: 36.52 Vendor: 5783 GRANITE CITY REAL ESTATE Check Sequence: 31 ACH Enabled: False TIF 1-40 Pay As You Go - 1st Pmt 2023 31,508.80 07/11/2023 213-46540-465110 Check Total: 31,508.80 Vendor: 5840 HAKANSON ANDERSON ASSOCIATES INC Check Sequence: 32 ACH Enabled: False 50899 23C005 - 7th Street Retaining Wall & Sidewalk 4,627.00 07/11/2023 400-43300-453010 Check Total: 4,627.00 Vendor: 1232 HILLYARD INC MINNEAPOLIS Check Sequence: 33 ACH Enabled: False 700550084 (1) Cable Squeegee Lift 20.04 07/11/2023 226-45126-421990 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 7 Check Total: 20.04 Vendor: 5487 JONATHAN HOPKINS Check Sequence: 34 ACH Enabled: False 6/8/2022 Farmers Market Token Collection Log - 6/2/22 31.00 06/14/2022 226-45127-431992 Check Total: 31.00 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 35 ACH Enabled: True 0072936 -IN Cross Connection Control Program -Insp & Rpt 741.00 07/11/2023 601-49440-431990 Check Total: 741.00 Vendor: 5889 INNOVATIVE OFFICE SOLUTIONS LLC Check Sequence: 36 ACH Enabled: False IN4236454 ( 2) CT tissues, (1) coffee creamer 187.55 07/11/2023 609-49754-421990 IN4236454 Candy for Parade - (3) EA gum, (6) CT suckers 1,292.82 07/11/2023 609-49754-425550 IN4238034 (7) EA Bubble Gum for parade 135.52 07/11/2023 609-49754-425550 Check Total: 1,615.89 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 37 ACH Enabled: False August 2023 Health Insurance - Union - August 2023 22,720.00 07/11/2023 101-00000-217061 Check Total: 22,720.00 Vendor: 6252 J D PETERICK INC Check Sequence: 38 ACH Enabled: False 20696 2023 Street Crack Sealing Project 90,285.00 07/11/2023 101-43120-431990 Check Total: 90,285.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 39 ACH Enabled: False 2323271 Resale- Liquor 6,798.73 07/11/2023 609-49750-425100 2323271 Freight 123.45 07/11/2023 609-49750-433300 2323272 Freight 56.76 07/11/2023 609-49750-433300 2323272 Resale- Wine 1,792.54 07/11/2023 609-49750-425300 2323272 Resale - agave, simple syrup, margarita mixes 136.00 07/11/2023 609-49750-425400 2324518 Resale- Liquor 4,929.20 07/11/2023 609-49750-425100 2324518 Freight 65.35 07/11/2023 609-49750-433300 2324519 Freight 71.38 07/11/2023 609-49750-433300 2324519 Resale- Wine 2,402.11 07/11/2023 609-49750-425300 2324519 Resale - Margarita mixes 305.85 07/11/2023 609-49750-425400 2328787 Freight 75.19 07/11/2023 609-49750-433300 2328787 Resale- Liquor 3,861.05 07/11/2023 609-49750-425100 2328788 Resale- Wine 2,939.64 07/11/2023 609-49750-425300 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 2328788 Resale - margarita mix, strawberry puree 78.60 07/11/2023 609-49750-425400 2328788 Freight 82.56 07/11/2023 609-49750-433300 2330114 Freight 66.21 07/11/2023 609-49750-433300 2330114 Resale- Liquor 4,630.25 07/11/2023 609-49750-425100 2330115 Resale- Wine 1,585.46 07/11/2023 609-49750-425300 2330115 Freight 38.70 07/11/2023 609-49750-433300 2330116 Resale- Beer 54.00 07/11/2023 609-49750-425200 2332183 Freight 67.09 07/11/2023 609-49750-433300 2332183 Resale- Liquor 3,057.22 07/11/2023 609-49750-425100 2332184 Resale- Wine 1,404.59 07/11/2023 609-49750-425300 2332184 Freight 43.00 07/11/2023 609-49750-433300 255861 Resale - Liquor credit -12.75 07/11/2023 609-49750-425100 256939 Resale - Liquor credit -86.90 07/11/2023 609-49750-425100 Check Total: 34,565.28 Vendor: 5444 JULIA KAROS Check Sequence: 40 ACH Enabled: True 4762 July 2023 - Cleaning Fire/Law Enforcement 560.00 07/11/2023 701-00000-431100 Check Total: 560.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 41 ACH Enabled: True 206252 Resale- Wine 1,802.88 07/11/2023 609-49750-425300 206252 Freight 27.00 07/11/2023 609-49750-433300 Check Total: 1,829.88 Vendor: 5270 JUDITH KOVACS Check Sequence: 42 ACH Enabled: True 07/03/23 Farmers Market Token Collection Log - 6/22/23 44.00 07/11/2023 226-45127-431992 Check Total: 44.00 Vendor: 3829 STEVE LANGANKI Check Sequence: 43 ACH Enabled: True 1875 Porta Toilet Rental - (5/16 - 6/12/23 1,770.00 07/11/2023 101-45201-431901 Check Total: 1,770.00 Vendor: 4717 EUGENE LARKIN Check Sequence: 44 ACH Enabled: False 06/28/23 August 5th 2023 Liquor Store Appearance 1,500.00 07/11/2023 609-49754-425550 Check Total: 1,500.00 Vendor: 1902 VICKI LEERHOFF Check Sequence: 45 ACH Enabled: True 07/03/23 Farmers Market Token Collection log - 6/29/23 67.00 07/11/2023 226-45127-431992 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 6/28/2023 Mileage Reimbursement (89 miles) 58.30 07/11/2023 101-41410-433100 Check Total: 125.30 Vendor: 1297 LOCATORS & SUPPLIES INC Check Sequence: 46 ACH Enabled: False 0308137 -IN Signs: Work Zone Speed Limit (2), Fresh Oil (1) 659.87 07/11/2023 101-43120-421990 Check Total: 659.87 Vendor: 3933 CHARLES LONG Check Sequence: 47 ACH Enabled: False 07/03/2023 Farmers Market Token Collection Log - 6/29/23 69.00 07/11/2023 226-45127-431992 Check Total: 69.00 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 48 ACH Enabled: True W12007 Parts - Park Brake Switch, PSI Switch - 2017 Ell 521.31 07/11/2023 101-43120-440500 W12007 Labor - Troubleshoot 2017 Elgin Sweeper 3,029.64 07/11/2023 101-43120-440500 Check Total: 3,550.95 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 49 ACH Enabled: True 505197640 6/24/23 - 7/24/23 - Contract Payment 1,544.06 07/11/2023 702-00000-431900 INV11347208 Roll of Paper 221.40 07/11/2023 702-00000-421990 INV 11364984 HP Core Spindle Adapter (2 pk) 11.99 07/11/2023 702-00000-421990 Check Total: 1,777.45 Vendor: 6254 JONAS H MAYER Check Sequence: 50 ACH Enabled: False 07/03/23 Performance at Music on the Mississippi - 7/19/: 2,500.00 07/11/2023 226-45127-431991 Check Total: 2,500.00 Vendor: 5719 MIDWEST SOUND AND STAGE INC Check Sequence: 51 ACH Enabled: False 07/03/23 Staging for Music on the Mississippi - 7/19/23 500.00 07/11/2023 226-45127-431990 Check Total: 500.00 Vendor: 1738 MN DEPT OF HEALTH Check Sequence: 52 ACH Enabled: False Qtr 2 2023 Qtr 2 Cimmunity Water Supply Services Connec 11,290.00 07/11/2023 601-49440-443750 Check Total: 11,290.00 Vendor: 1351 MN FIRE SERVICE CERT BOARD Check Sequence: 53 ACH Enabled: False 11435 MBFTE - (3) FF 1 cert, (3) Haz mat, (3) FF II ce 1,291.50 07/11/2023 101-42200-433100 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 10 Check Total: 1,291.50 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 54 ACH Enabled: False 26758 Labor & Material to replace kitchen faucet 425.00 07/11/2023 701-00000-440100 Check Total: 425.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 55 ACH Enabled: False 199507 Resale - Wine 359.68 07/11/2023 609-49750-425300 199507 Freight 9.00 07/11/2023 609-49750-433300 Check Total: 368.68 Vendor: 4472 NOVAK FLECK INC Check Sequence: 56 ACH Enabled: False 6/22/2023 Escrow Refund - 4156 89th St NE/Featherstone 1 2,000.00 07/11/2023 101-00000-220110 Check Total: 2,000.00 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 57 ACH Enabled: True PSO18440-1 Cooling Hose, Hose Clamps (2) 74.27 07/11/2023 101-43120-422100 Check Total: 74.27 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 58 ACH Enabled: True July 1st Semi Monthly Contract Payment 1,622.25 07/11/2023 101-42700-431200 Check Total: 1,622.25 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 59 ACH Enabled: True 63864 Cap Wires Pole Light Hit by Truck 2,713.97 07/11/2023 101-43160-440990 Check Total: 2,713.97 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 60 ACH Enabled: False 16963 SPWEA240B (1.07) 80.85 07/11/2023 101-43120-422400 16973 AC Flnes Mix (10.02) 901.80 07/11/2023 101-43120-422400 16984 AC Fines Mix (15) 1,350.00 07/11/2023 101-43120-422400 16996 AC Fines Mix (10.02) 901.80 07/11/2023 101-43120-422400 17020 AC Fines Mix (5) 450.00 07/11/2023 101-43120-422400 17039 AC Fines Mix (5.02) & Tack Oil (200) 1,451.80 07/11/2023 101-43120-422400 Check Total: 5,136.25 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 61 ACH Enabled: True AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 0003558577 Cylinder Tank Rentals LG (4) Med (2) - Shop 49.37 07/11/2023 101-43127-421990 0003558991 Mthly cylinder rentals - (1) LG, (2) MED - Park,, 49.37 07/11/2023 101-45201-421990 Check Total: 98.74 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 62 ACH Enabled: False 6610982 Resale- Liquor 498.55 07/11/2023 609-49750-425100 6610982 Freight 5.16 07/11/2023 609-49750-433300 6614091 Freight 79.14 07/11/2023 609-49750-433300 6614091 Resale- Liquor 3,014.77 07/11/2023 609-49750-425100 6615431 Resale- Liquor 169.00 07/11/2023 609-49750-425100 6615431 Freight 1.72 07/11/2023 609-49750-433300 6616558 Resale- Liquor 2,342.00 07/11/2023 609-49750-425100 6616558 Freight 38.99 07/11/2023 609-49750-433300 6616559 Freight 60.63 07/11/2023 609-49750-433300 6616559 Resale- Bloody mary mix 118.15 07/11/2023 609-49750-425400 6616559 Resale- Wine 1,502.01 07/11/2023 609-49750-425300 6618247 Freight 13.76 07/11/2023 609-49750-433300 6618247 Resale- Liquor 1,400.35 07/11/2023 609-49750-425100 6618248 Resale- Wine 257.50 07/11/2023 609-49750-425300 6618248 Freight 13.76 07/11/2023 609-49750-433300 6812298 Freight 42.28 07/11/2023 609-49750-433300 6812298 Resale- Liquor 3,503.75 07/11/2023 609-49750-425100 8612299 Resale- Wine 989.47 07/11/2023 609-49750-425300 8612299 Freight 27.95 07/11/2023 609-49750-433300 Check Total: 14,078.94 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 63 ACH Enabled: False 7/3/2023 Postage DMV: Titles, Registrations, etc. (8) 131.37 07/11/2023 653-41990-432200 Check Total: 131.37 Vendor: 1450 RAILROAD MANAGEMENT CO III LLC Check Sequence: 64 ACH Enabled: False 485115 License Fees - Sewer Pipeline Crossing 10/23-1( 344.67 07/11/2023 602-49490-431990 4851159 License Fees - 10/17/23 - 10/16/24 - Lic# 30605' 344.67 07/11/2023 663-49200-431990 Check Total: 689.34 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 65 ACH Enabled: True A45673 Labor & parts to replace leaking door closer 140.00 07/11/2023 701-00000-440100 Check Total: 140.00 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4660 SAFE -FAST, INC Check Sequence: 66 ACH Enabled: True INV277072 Vented Hard Hats (6) 78.72 07/11/2023 101-43120-421990 INV277072 Vented Hard Hats (2) 26.24 07/11/2023 601-49440-421990 INV277072 Vented Hard Hats (6) 26.24 07/11/2023 602-49490-421990 INV277073 Lime Brimmed SafariHats (5) 49.75 07/11/2023 101-43120-421990 Check Total: 180.95 Vendor: UB*01445 CHRISTINE SCHAUB Check Sequence: 67 ACH Enabled: False Refund Check 26.28 10/14/2022 601-00000-202010 Check Total: 26.28 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 68 ACH Enabled: False 07/03/23 Farmers Market Token Collection Log - 6/29/23 215.00 10/11/2022 226-45127-431992 10/3/2022 Farmers Market Token Collection Log - 9/15, 9/: 478.00 10/11/2022 226-45127-431992 Check Total: 693.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 69 ACH Enabled: False 2359457 Resale- Liquor 3,456.13 07/11/2023 609-49750-425100 2359457 Freight 24.50 07/11/2023 609-49750-433300 2359458 Freight 1.75 07/11/2023 609-49750-433300 2359458 Resale- Wine 63.48 07/11/2023 609-49750-425300 2362457 Freight 34.07 07/11/2023 609-49750-433300 2362457 Resale- Liquor 2,814.39 07/11/2023 609-49750-425100 2362458 Resale- Liquor 667.96 07/11/2023 609-49750-425100 2362458 Freight 12.60 07/11/2023 609-49750-433300 Check Total: 7,074.88 Vendor: 5989 SP3,LLC Check Sequence: 70 ACH Enabled: True W-193235 Resale- Beer 505.70 07/11/2023 609-49750-425200 Check Total: 505.70 Vendor: 4503 SPECTRUM SPORTS INT'L Check Sequence: 71 ACH Enabled: False 4127 Annual Rock Wall & Belay Inspection 560.00 07/11/2023 701-00000-431990 Check Total: 560.00 Vendor: 5506 ST MICHAEL SPINAL REHAB CENTER Check Sequence: 72 ACH Enabled: False 6/30/2023 Drug Screen (SI) 40.00 07/11/2023 101-45201-431990 6/30/2023 Drug Screen (TB) 20.00 07/11/2023 101-43120-431990 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 6/30/2023 Drug Screen (BA) 20.00 07/11/2023 601-49440-431990 Check Total: 80.00 Vendor: 4513 AARON STAEHNKE Check Sequence: 73 ACH Enabled: True 07/03/23 Farmers Market Token Collection Log - 6/29/23 64.00 07/11/2023 226-45127-431992 Check Total: 64.00 Vendor: 5848 HAYDEN STENSGARD Check Sequence: 74 ACH Enabled: True 7/3/2023 Mileage Reimbursement - EDAM Conference (2 163.10 07/11/2023 213-46301-433100 Check Total: 163.10 Vendor: 6022 YIATHAO Check Sequence: 75 ACH Enabled: False 07/03/23 Farmers Market Token Collection Log - 6/29/23 108.00 07/11/2023 226-45127-431992 Check Total: 108.00 Vendor: 4459 JAMES THARES Check Sequence: 76 ACH Enabled: True 7/3/2023 Mileage Reimbursement - EDAM Conference (2 163.75 07/11/2023 213-46301-433100 Check Total: 163.75 Vendor: 6256 STAN THORUD Check Sequence: 77 ACH Enabled: False 06/23/23 Creative services - Monti Arts 600.00 07/11/2023 101-45204-431990 Check Total: 600.00 Vendor: 4859 TRIO SUPPLY COMPANY Check Sequence: 78 ACH Enabled: False 847171 (10) CS can liners, (2) CS pap towels, (1) CS toi. 779.77 07/11/2023 101-45201-421990 Check Total: 779.77 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 79 ACH Enabled: False 1251512 Resale - (28) Cooling cups, flasks, simple syrup 415.08 07/11/2023 609-49750-425400 1251512 Resale - Cherries, olives 257.76 07/11/2023 609-49750-425500 Check Total: 672.84 Vendor: 1537 UHL COMPANY INC Check Sequence: 80 ACH Enabled: True 53579A MCC WO #53579 - AHU #7 - Replaced Bad Lo' 655.30 07/11/2023 701-00000-431990 Check Total: 655.30 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3783 ULINE Check Sequence: 81 ACH Enabled: False 165123760 (2) CT toilet tiss, (4) EA folgers 257.86 07/11/2023 609-49754-421990 Check Total: 257.86 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 82 ACH Enabled: True 9000102406 August 2023 - WWTP Operations & Maintenanc 68,637.32 07/11/2023 602-49480-430800 Check Total: 68,637.32 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 83 ACH Enabled: True 3223646 Resale - Pop, tonic, club soda, monster, water 1,876.45 07/11/2023 609-49750-425400 Check Total: 1,876.45 Vendor: 1684 VINOCOPIA Check Sequence: 84 ACH Enabled: True 0331684 -IN Resale- Wine 332.00 07/11/2023 609-49750-425300 0331684 -IN Freight 5.00 07/11/2023 609-49750-433300 0332182 -IN Resale - cherry & orange bitters 160.00 07/11/2023 609-49750-425500 0332182 -IN Freight 2.50 07/11/2023 609-49750-433300 Check Total: 499.50 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 85 ACH Enabled: True 78854 Water test - Bertram drinking fountain 18.00 07/11/2023 101-45201-431990 Check Total: 18.00 Vendor: 5295 WATKINS VETERINARY CLINIC PA Check Sequence: 86 ACH Enabled: False 53534 Euthenasia w/Mass Cremation (1) 206.00 07/11/2023 101-42700-431990 Check Total: 206.00 Vendor: 5538 WAYNE'S HOME SERVICES Check Sequence: 87 ACH Enabled: False 3662 window cleaning - In/out Fire Station garage doe 834.00 07/11/2023 701-00000-431990 Check Total: 834.00 Vendor: 4766 SUSAN WESTLEY Check Sequence: 88 ACH Enabled: False Qtr 2 2023 Qtr 2 2023 - Monti Arts Director 11,349.00 07/11/2023 101-45204-431990 Check Total: 11,349.00 Vendor: 1572 THE WINE COMPANY Check Sequence: 89 ACH Enabled: True 239938 Resale- Wine 216.00 07/11/2023 609-49750-425300 AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference 239938 07/11/2023 Freight 231.00 Check Total: Vendor: 1573 WINE MERCHANTS INC 7433184 Check Sequence: 90 Resale - wine 7433184 07/11/2023 Freight 14.47 Check Total: Vendor: 6257 GABRIELLA WITSCHEN 06/22/23 Mileage reimbursement - Lifeguard Cert Trng - Check Total: Vendor: 5635 WK & ASSOCIATES LLC July Monthly Storage Rent (1/2) July Monthly Storage Rent (1/2) Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH 200008289 Assessment Contract 07/11/2023 101-43125-443990 Check Total: Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN 2351 Salt (296.12 tons) - Ticket 8639-8640 Check Sequence: 93 ACH Enabled: True Check Total: Vendor: 6253 YMCA OF THE NORTH 07/03/23 Payment split for Bertram/Camp Manitou pool u Check Total: Vendor: 1679 ZEP SALES AND SERVICE 9008695270 Cleaners: Big Orange (200 Gal), Flash (401b) 28,628.88 Check Total: AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) 15.00 07/11/2023 609-49750-433300 231.00 Check Sequence: 90 ACH Enabled: False 1,712.00 07/11/2023 609-49750-425300 14.47 07/11/2023 609-49750-433300 1,726.47 Check Sequence: 91 ACH Enabled: True 32.48 07/11/2023 226-45124-433100 32.48 Check Sequence: 92 ACH Enabled: True 362.50 07/11/2023 101-43120-443990 362.50 07/11/2023 101-43125-443990 725.00 Check Sequence: 93 ACH Enabled: True 81,940.00 07/11/2023 101-41520-431250 81,940.00 Check Sequence: 94 ACH Enabled: False 28,628.88 07/11/2023 101-43125-421700 28,628.88 Check Sequence: 95 ACH Enabled: False 1,273.60 07/11/2023 226-45127-347900 1,273.60 Check Sequence: 96 ACH Enabled: False 1,042.74 07/11/2023 101-43127-421600 1,042.74 Page 15 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 688,004.48 Total of Number of Checks: 96 The preceding list of bills payable was reviewed and approved for payment. Date: 7/10/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (07/06/2023 - 10:20 AM) Page 16 City Council Agenda: 7/10/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 7/10/2023 ❑ 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. NEW EMPLOYEES Name Title Department Hire Date Class Kaydence Adams Guest Service MCC 6/26/2023 PT Emma Peters Guest Service MCC 6/26/23 PT Katelyn Wayda Guest Service MCC 6/26/23 PT Bennett Barker Firefighter Fire 6/26/23 PT Ethan Kellner Firefighter Fire 6/26/23 PT Avery Larson Lifeguard MCC 6/27/23 PT Larissa Holmstrom Supervised Play MCC 7/5/23 PT Name Reason TERMINATING EMPLOYEES Department Effective Date Class Sara Schoenborn Voluntary Hi -Way Michael Johnson Voluntary Hi -Way New Hire and Terms City Council 2023: 7/5/2023 3/24/23 PT 6/13/23 PT City Council Agenda: 7/10/2023 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 7/10/2023 2D. Consideration of adopting Resolution 2023-59 accepting donations totaling $5,900 from various donors for the Farmers Market Power of Produce Kids Club Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 07/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Program & Operations Manager City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-59 accepting donations totaling $5,900 for the Farmers Market Power of Produce Kids Club. REFERENCE AND BACKGROUND The City Council is being asked to accept funds totaling $5,900 for the Farmers Market Power of Produce Kids Club. • North Risk Partners ($300) • Smith, Paulson, O'Donnell & Erickson PLC ($300) • Monticello Rotary Club ($300) • Monticello Lions Club ($300) • Playhouse Childcare ($300) • Primerica —Tim Fink ($300) • Primo Pizza ($300) • Country Financial ($300) • West Metro Buick GMC ($300) • Tracy Braun — Edina Realty ($300) • Cargill Kitchen Solutions ($300) • Trinity Lutheran ($300) • CentraCare ($300) • Monticello American Legion ($500) • Wright County Area United Way ($1,500) As required by state statute, if the City accepts the donation of funds, the City Council is required to adopt a resolution specifying the amount of the donation and its use. The donation will be used to cover advertising and vendor reimbursement for produce distributed to kids through the Farmers Market Power of Produce Kids Club. City Council Agenda: 7/10/2023 Budget Impact: The donation will pay for expenses related to Polo Kids Club and reimburse farmers market vendors. Staff Workload Impact: Staff organizes the program and solicits sponsors. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend adopting Resolution 2023-59 accepting the donations from various sponsors. SUPPORTING DATA • Resolution 2023-59 City of Monticello RESOLUTION NO. 2023-59 RESOLUTION APPROVING CONTRIBUTIONS FOR THE FARMERS MARKET POWER OF PRODUCE 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 North Risk Partners Cash/Farmers Market PoP $300 Smith, Paulson, O'Donnell & Erickson PLC Cash/Farmers Market PoP $300 Monticello Rotary Club Cash/Farmers Market PoP $300 Monticello Lions Club Cash/Farmers Market PoP $300 Playhouse Childcare Cash/Farmers Market PoP $300 Primerica —Tim Fink Cash/Farmers Market PoP $300 Primo Pizza Cash/Farmers Market PoP $300 Country Financial Cash/Farmers Market PoP $300 West Metro Buick GMB Cash/Farmers Market PoP $300 Tracy Braun — Edina Realty Cash/Farmers Market PoP $300 Cargill Kitchen Solutions Cash/Farmers Market PoP $300 Trinity Lutheran Cash/Farmers Market PoP $300 CentraCare Cash/Farmers Market PoP $300 Monticello American Legion Cash/Farmers Market PoP $500 Wright County Area United Way Cash/Farmers Market PoP $1,500 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 of the event Walk & Roll. Adopted by the City Council of Monticello this 10th day of July, 2023. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 7/10/2023 2E. Consideration of approving a Special Event Permit for the Monticello VFW, including use of Citv resources for an event to be held on August 19. 2023 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Parks & Recreation Director City Administrator ACTION REQUESTED Motion to approve the special event permit for the Monticello VFW event to be held on August 19, 2023. REFERENCE AND BACKGROUND The Monticello VFW submitted a special event permit application for Saturday, August 19, 2023. The event is proposed as an all -day event. The applicant is requesting use of 6 or 7 large garbage cans and 25 picnic tables for their outdoor activities. Event activities are scheduled outside their building, including two bands which will begin around 4:00 p.m. and end at midnight. Special event permits are brought to the City Council if there is the potential that the activity proposed could impact the City's regulations pertaining to noise, and the Special Event Permit Ordinance allows council to approve special event permits for restaurants as related to outdoor entertainment activity after 10:00 p.m. The proposed timeframe for live music has the potential to create an adverse impact on adjacent properties. To help avoid conflict, staff recommend the VFW notify all property owners within 350 feet of the event. The Parks Department will deliver and pick up the requested city resources. Budget Impact: N/A II. Staff Impact: Estimated four hours of Parks staff time. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the special event permit as requested. SUPPORTING DATA • Application Monticello CITY OF CITY OF MONTICELLO City Clerk 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 infoAci.monticello.mn.us Special Event Permit Application Checklist 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 ERTY INFORMATION Property Address %- Property Legal Description Property ID Number 'j 13 5 PROPERTY OWNER INFORMATION Owner Name VF—yj Owner Address ?13 S, a._y- dt, A4brrhC-eJ1-Q SS CPc:;)- Owner Phone 74P 3 , 2T�-- 3 -7 C1 2 - Owner Email S 31 APPLICA T INFORMATION Applicant Name Applicant Address i51- lffluab�ewe) Applicant Phone `7 t 0---; '"j 9 2. Applicant Email , . cd yy-1 ` . ry-7 Name of EventP =} - 2=Qt-�S Location/Address of Event . Dates & Times of Event Ci 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 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. gnate), (Date) 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. (Date f / 23 ign/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 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 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 Special Event 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. 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. 3 Summerfest 2023 Timeline of Events: Sam- VFW Opens 9:30am — Bike run registration starts, silent auction starts 12pm — Bike run leaves VFW and will return approximately 4pm We will have 2 bands present during our event, both being outside this year. One will be starting about 4pm and finishing up around 7:30pm and the other band playing outside will start about Bpm and finish up around midnight. This is a free event for the public to come and enjoy the silent auction, dunk tank, vendors, live music, and comradery with fellow patrons for the evening. For our event we are requesting use of garbage cans and picnic tables from the city for the outside during our outdoor activities. We would like to use 25 picnic tables, and 6 or 7 large size garbage cans. Thank You Kim Petersen General Manager USS Dorchester VFW Post 8731 vfwpost8731@gmail.com Office: 763-295-3792 JDATE ACC)R" CERTIFICATE OF LIABILITY INSURANCE (MWDD/YYYY) CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, 04/20/2023 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 Leslie Seehusen NAME: North Risk Partners ACNE Ext): (763) 314-0400 FAX No : (855) 927-6655 E-MAIL leslie.seehusen@northriskpartners.com ADDRESS: 611 Walnut Street INSURER(S) AFFORDING COVERAGE NAIC # Suite 1 INSURER A: Integrity Insurance Company 14303 Monticello MN 55362 INSURED INSURER B: SFM Mutual Insurance Company 11347 INSURER C : VFW Post 8731 USS Dorchester Post INSURER D: INSURER E: 713 S Cedar St INSURER F: Monticello MN 55362 COVERAGES CERTIFICATE NUMBER: Master 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. TR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDY EFF (MM/DDIYEXPYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 �/ CLAIMS -MADE OCCUR DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 10,000 PERSONAL &ADV INJURY $ A BP 2785414 07/01/2023 07/01/2024 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑PRO LOC JECT PRODUCTS - COMP/OP AGG $ 2,000,000 Hired/borrowed $ 1,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO A OWNED SCHEDULED AUTOS ONLY AUTOS BP 2785414 07/01/2023 07/01/2024 BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident HIRED NON -OWNED AUTOS ONLY AUTOS ONLY X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 A EXCESS LAB CLAIMS -MADE CUP 2785417 07/01/2023 07/01/2024 DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F (Mandatory in NH) N / A 128301.203 07/01/2023 07/01/2024 X PER STATUTE �RH E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 500,000 A Liquor Liability BP 2785414 07/01/2023 06/30/2024 each common cause 1,000,000 aggregate 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Coverage to outdoor areas including patio, parking lot and horseshoe pits. CERTIFICATE HOLDER CANCELLATION ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 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 City Council Agenda: 7/10/2023 2F. Consideration of approving a Special Event Permit for Monticello Let's Chalk on September 9 & 10, allowing the closure of a portion of 5th Street W and a portion of Monticello Community Center west parking lot Prepared by: Meeting Date: 0 Consent Agenda Item Parks, Arts & Recreation Director 07/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve a Special Event Permit for Monticello Let's Chalk on September 9 & 10, allowing the closure of a portion of 5th Street West and a portion of Monticello Community Center (MCC) west parking lot. :fJ"d9►IOWA L101UITO"Ol:Tell] L101 The City Council is asked to consider approving a special event permit for Monticello Let's Chalk on September 9 & 10. Let's Chalk is a two-day street art festival with entertainment, food, and family fun. This free event will feature bright, bold, and even 3D art from professionals, amateurs, and enthusiasts from across the globe. It is open to the public from 10 a.m. to 5 p.m. both days so spectators can watch the masterpieces take shape. Let's Chalk will take place on 5th Street West and a portion of MCC West parking lot. Council approval is requested for street closures in effect Friday evening, September 8 through Sunday evening, September 10. A detailed map is included in your packet for review. The Parks Department and Street Department will set up and take down necessary barricades, cones and signs for the street and lot closures. The Parks Department will work on organizing portable restrooms, setting up picnic tables and trash receptacles for the event. City staff will also have an informational booth set up on the corner of the Park Barn & MCC parking lot. All emergency personnel have been notified of the event and the Wright County Sheriff's Reserves will attend the event to aid in traffic control, pedestrian safety, and to have a presence in case of an emergency. Budget Impact: The 2023 Administration budget includes $20,000 for miscellaneous events, which is contingent upon receiving offsetting donations. Specific additional City funds were not budgeted, so City Council would be asked to consider reallocating funds from other areas of the budget if the event is not fully funded by donations. City Council Agenda: 7/10/2023 II. Staff Workload Impact: There is a significant amount of preparation and set-up for this event. Staff time of approximately 40 hours will be spent in planning and prep prior to executing the event. There will be additional staff time the week of the event for the necessary closures, set up and take down. III. Comprehensive Plan Impact: The Monticello 2040 Comprehensive Plan emphasizes the arts, placemaking, and the importance of downtown. Let's Chalk brings these elements together in a 2 -day gathering for the community. STAFF RECOMMENDED ACTION Staff recommends approving the special event permit, including the closure of a portion of 5` St West and the MCC west parking lot to facilitate the event. SUPPORTING DAT A. Application B. Event Map CITY QF Monticeffo CITY OF MONTICELLO City Clerk 505 Walnut Street, Suite 1 Special Event Permit Monticello, MN 55362 (763) 295-2711 inf6L&ci.monticello.mn.us Application Checklist 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. PROPERTY INFORMATION Property Address 505 Walnut Street Property Legal Description Property ID Number PROPERTY OWNER INFORMATION Owner Name City of Monticello Owner Address 505 Walnut Street, Monticello, MN 55362 Owner Phone 763-295-2711 Owner Email Parks.info@ci.monticello.mn.us APPLICANT INFORMATION Applicant Name City of Monticello Applicant Address Same as above Applicant Phone Same as above Applicant Email Same as above Name of Event Monticello Let's Chalk Location/Address of Event Monticello Community Center West Parking Lot (5t" & Lynn Streets) Dates & Times of Event September 9 & 10 (close lot Friday September 8) 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. APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK X 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 x 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. X 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. X 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 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 Special Event 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. 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 3 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. 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. (Signature) (Date) 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. (Signature) (Date) 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 4 Surrounding Property Owner Notification Complete MONTICELLO LET'S CHALK 2023 City Council Agenda: 7/10/2023 2G. Consideration of authorizing a payment to the Coalition of Utility Cities (CUC) for Monticello's share of the 2023-2024 membership dues in the amount of 543.019 Prepared by: Meeting Date: ® Consent Agenda Item City Administrator 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director N/A ACTION REQUESTED Motion to authorize payment of 2023-24 membership dues to the Coalition of Utility Cities in the amount of $43,019. REFERENCE AND BACKGROUND The Coalition of Utility Cities (CUC) is comprised of communities that host nuclear and coal powered electric generation facilities. By combining resources, the host communities maintain a coordinated, unified voice at the State Legislature on issues of common concern. The 2023-24 dues amounts were discussed at the annual meeting on June 14, 2023. Taking into consideration recent budgets and expected workload, the organization voted to maintain the same budget as last year. However, the Coalition voted to increase the base fee paid by all members. This reduced the remaining amount of the budget to be paid based on a percentage of power plant market value. Monticello's annual dues amount was reduced by approximately $1,000 to a total of $43,019. The pace of the Coalition's work is not anticipated to decline in the coming year, rather the group seeks to build on recent successes with additional efforts to benefit host communities. A list of 2023 CUC legislative accomplishments is attached as supporting data. Budget Impact: $43,019 from the administration department in the General Fund. II. Staff Impact: Periodic, scheduled meetings occur approximately three times per year, attended by the City Administrator and/or her designee. Additional meetings are scheduled as needed to update the group on legislative action or other information. III. Comprehensive Plan Impact: Woven throughout the Monticello 2040 Comprehensive Plan are references to the vital economic impact of Xcel Energy's Monticello Nuclear Power Generating Plant. The Plan acknowledges the ongoing importance of strategically planning for its future in Monticello, both during and after its licensed used. City Council Agenda: 7/10/2023 STAFF RECOMMENDED ACTION City staff recommends authorizing a payment to the Coalition of Utility Cities for Monticello's share of the 2023-24 membership dues in the amount of $43,019. SUPPORTING DATA A. Coalition of Utility Cities Invoice B. 2023 Legislative Outcomes City of RE BILL TO CITY MANAGER/ADMINISTRATOR CITY OF MONTICELLO 505 WALNUT ST #1 MONTICELLO, MN 55362 DATE INVOICE NO 6/15/2023 0113011 DESCRIPTION I QUANTITY I EFFECTIVE RATE I AMOUNT 1 DISCOUNT 1 CREDIT PREVIOUS OUTSTANDING BALANCE PROPOSED DUES - COALITION OF UTILITY CITIES PROPOSED 2023-2024 DUES: COALITION OF UTILITY 1.00 43,019.00 43,019.00 CITIES -DUES fi i 1 JUN 2 2023 y` Customer Name: Customer No: Account No: INVOICE TOTAL: 43,019.00 0.00 0.00 0.00 0.00 DUE DATE 8/1/2023 BALANCE 0.00 43,019.00 43,019.00 PLEASE DETACH BOTTOM PORTION & REMIT WITH YOUR PAYMENT For questions please contact us at (651) 385-3600 DUE DATE INVOICE NO CITY MANAGER/ADMINISTRATOR CITY OF MONTICELLO 8/1/2023 0113011 012498 0000999 -Coalition of Utility Cities Dues VIII I II II IIII II I III I I III) I I I I III I II i II I I I I II I II II Please remit payment by the due date to: City of Red Wing 315 West 4th Street Red Wing, MN 55066 Invoice Total: 43,019.00 Discounts: 0.00 Credit Applied: 0.00 Ending Balance: 43,019.00 INVOICE BALANCE: $43,019.00 AMOUNT PAID: FWF6V-;Fk . 2023 Legislative Session Outcomes Issue CUC Proposal Governor House Senate Outcome Tax Base Transition - Full tax base No proposal CUC's proposal w/ Same as House Passed Aid replacement paid DOR-suggested by state in year 1 date changes: Proposal included in (HF 1427/SF 1172) following final tax bill, HF generating unit 1938, Art. 4, Sec. retirement 21. - Up to 20 years of aid Funding for - $10 million $10 Million - $10 million $10 million total, Passed Community Energy split between: Transition (CET) - $5M RDA (Xcel- Included in SF 3035, Grants only) Art. 20, Sec 2 - $5M General Fund (HF 1398/SF 1173) (statewide) Policy for CET - Change grants No proposal Same as CUC Same as CUC Passed Grants from competitive to rolling Included in SF 3035, (HF 1398/SF 1173) - Expand eligibility various sections - Increase grant cap from $500k to $1 M - Clarify that capital costs of public infrastructure are eligible Extension of the Supported - Remove sunset Same as Governor Same as Governor Passed Energy Transition Governor's of ETAC Advisory Committee request - Extend through Included in SF 3035, June 30, 2027 Art. 15, Sec. 5 (Governor's revised - Change budget recs) meetings from monthly to quarter) FWF6T-;Fk . 2023 Legislative Session Outcomes Issue CUC Proposal Governor House Senate Outcome Property Tax - CUC opposed - No position - Heard the bill but - Included scaled- Did not pass Exemption for this proposal did not include in back proposal in Energy Storage because it would omnibus tax bill omnibus tax bill that: Systems undermine local tax base - Did not allow for (HF 178/SF 369) the exemption in communities where a coal plant has retired - Did not allow an exemption for systems larger than 300 MWH Changes to PUC - Joined with - No position - Expansive - Proposal was Passed, but as a Intervenor numerous labor proposal that limited, and notably hybrid between the Compensation to organizations and would compensate did not include IRPs House and Senate allow advocacy utility companies parties for and other types of approaches. organizations to to advocate for participation in dockets likely to receive limiting the scope several dockets, directly threaten Most significantly, compensation from of docket types including plants or projects in key proceedings like utilities for eligible for Integrated CUC communities resource plans are intervening in a compensation Resource Plans not included. broader range of and the amount and project - PUC dockets than is that intervenors specific dockets currently allowed can be compensated. City Council Agenda: 7/10/2023 2H. Consideration to approve entering into a Safe Streets and Roads for All grant ent, a federal Action Plan Grant awarded to the Citv of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community & Economic Development 7/10/2023 ❑ Regular Agenda Item Coordinator Reviewed by: Approved by: Community Development Director; City Administrator Public Works Director/City Engineer; Finance Director ACTION REQUESTED Motion to approve entering into a Safe Streets and Roads for All grant agreement, a federal Action Plan Grant awarded to the City of Monticello in January 2023. REFERENCE AND BACKGROUND On November 15, 2021, President Biden signed the Bipartisan Infrastructure Law (BIL), which included establishing the Safe Streets for All (SS4A) program with an appropriation of $5 Billion dollars over 5 years (2022-2026). The SS4A program funds regional, local, and Tribal initiatives through grants to prevent roadway deaths and serious injuries. The program allows qualifying agencies to apply for funding for preparation of an Action Plan providing a holistic, well-defined strategy to prevent roadway fatalities and serious injuries in a locality, Tribe, or region. The Action Plan is the foundation for seeking further federal SS4A implementation funding. The second grant available within this program is an Implementation Plan Grant, which funds execution of projects and strategies addressing roadway safety problems as identified in the Action Plan, including infrastructure. In fiscal year 2022, the U.S. Department of Transportation awarded a total of $800 million dollars in over 500 communities through the first round of SS4A funding. In September of 2022, City staff applied for the Action Plan portion of the grant program. In January of 2023, the City was awarded $200,000 in federal funding to complete an Action Plan. One of the primary goals of Monticello's Comprehensive Safety Action Plan will be to help identify roadway improvements to increase multi -modal transportation safety with the goal of eliminating serious injury and fatality accidents in Monticello. The plan will include safety analysis and public engagement with members of the community, including an emphasis on under -represented users of our transportation network. The plan will also identify policy and City Council Agenda: 7/10/2023 process changes the City can implement with an emphasis on strategies and projects that enhance safety throughout the City in an equitable manner. Pending City Council approval of this item, staff will prepare a Request for Proposals in alignment with the SS4A framework requirements. Selection of a project consultant will be brought to the Council for decision. Completion of the City of Monticello Comprehensive Safety Action Plan is tentatively anticipated for May of 2024 as described within the Grant Agreement. Following the completion of the final report, staff will be prepared to submit an application for the Implementation Plan Grant offered within the SS4A program. Budget Impact: As noted above, the City received $200,000 dollars in federal funding within the grant award. The guidelines of the SS4A program include a required 80/20 split of the total project cost between federal funds and local match. The local match required for the City's Action Plan Grant award is $50,000. In-kind contributions are acceptable; staff would propose at least 50% ($25,000) of the match as in-kind. Any additional budget impact will come from the City's Engineering budget in 2023 and 2024. II. Staff Workload Impact: For the grant application and agreement review, an estimated 15 hours of staff time have been expended. Although a consultant will complete the majority of the work associated with the preparation of a Comprehensive Safety Action Plan, staff time will be a critical component given the match requirement. Staff from Community Development, Engineering and others as needed will be utilized, estimated at 100-105 hours. III. Comprehensive Plan Impact: In Chapter 4, "Mobility and Connectivity" of the Comp Plan, the first item listed under Priority Projects is "Continued evaluation of collector street network improvements for safety, intersection and congestion improvements." The work and results completed as part of this Action Plan will promote this priority project by highlighting where, within the City of Monticello's transportation system, safety can be improved. The Comp Plan also identifies "Complete Streets" roadway designs that involve consideration of needs of all roadway users. The SS4A Action Plan Grant will benefit the City's implementation of this design concept by identifying roadway needs and accessibility considerations during the planning process, ensuring they will be included in final design (Implementation Grant phase). STAFF RECOMMENDED ACTION Staff recommends approval of entering into the Grant Agreement. SUPPORTING DATA City Council Agenda: 7/10/2023 A. SS4A Action Plan Grant Agreement (Draft) B. Excerpts from Program Overview Presentation C. Safe Streets for All Home Page: https://www.transportation.gov/grants/SS4A D. Excerpts from Chapter 4, "Mobility and Connectivity" from the Monticello 2040 Vision + Plan (Comp Plan) Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello 1. Award No. 693JJ32340398 4. Award To City of Monticello 909 Golf Course Road Monticello, MN 55632 Unique Entity Id.: QCS2F1WK5B23 TIN No.: 41-6005385 6. Period of Performance Effective Date of Award - 18 months 8. Type of Agreement Grant 10. Procurement Request No. HSSP230215PR 12. Submit Payment Requests To See article 20. 2. Effective Date 3. Assistance See No. 17 Below Listings No. 20.939 5. Sponsoring Office U.S. Department of Transportation Federal Highway Administration Office of Safety 1200 New Jersey Avenue, SE HSSA-1, Mail Drop E71-117 Washington, DC 20590 7. Total Amount Federal Share: $200,000 Recipient Share: $50,000 Other Federal Funds: $0 Other Funds: $0 Total: $250,000 9. Authority Section 24112 of the Infrastructure Investment and Jobs Act (Pub. L. 117-58, November 15, 2021; also referred to as the "Bipartisan Infrastructure Law" or "BIL") 11. Federal Funds Obligated $200,000.00 13. Payment Office See article 20. 14. Accounting and Appropriations Data 15XO I73E50.0000.055 SRI 0500.5592000000.41010.610066 00.0000000000.0000000000.0000000000.0000000000 15. Description of Project City of Monticello Comprehensive Safety Action Plan RECIPIENT FEDERAL HIGHWAY ADMINISTRATION 16. Signature of Person Authorized to Sign 17. Signature of Agreement Officer Signature Name: Rachel Leonard Title: City Administrator Date Signature Name: Robert Brown Title: Agreement Officer 1 of 11 Date Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello U.S. DEPARTMENT OF TRANSPORTATION GRANT AGREEMENT UNDER THE FISCAL YEAR 2022 SAFE STREETS AND ROADS FOR ALL GRANT PROGRAM This agreement is between the [United States Department of Transportation (the "USDOT")] [Federal Highway Administration (the "FHWA") and the City of Monticello (the "Recipient"). This agreement reflects the selection of the Recipient to receive a Safe Streets and Roads for All ("SS4A") Grant for the City of Monticello Comprehensive Safety Action Plan The parties therefore agree to the following: ARTICLE 1 GENERAL TERMS AND CONDITIONS 1.1 General Terms and Conditions. (a) In this agreement, "General Terms and Conditions" means the content of the document titled "General Terms and Conditions Under the Fiscal Year 2022 Safe Streets and Roads for All Grant Program," dated February 8, 2023, which is available at hgps://www.transportation.gov/grants/ss4a/ rg ant -agreements. Articles 7-30 are in the General Terms and Conditions. The General Terms and Conditions are part of this agreement. (b) The Recipient states that it has knowledge of the General Terms and Conditions. Recipient also states that it is required to comply with all applicable Federal laws and regulations including, but not limited to, the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR part 200); National Environmental Policy Act (NEPA) (42 U.S.C. § 4321 et seq.); and Build America, Buy America Act (BIL, div. G §§ 70901-27). (c) The Recipient acknowledges that the General Terms and Conditions impose obligations on the Recipient and that the Recipient's non-compliance with the General Terms and Conditions may result in remedial action, termination of the SS4A Grant, disallowing costs incurred for the Project, requiring the Recipient to refund to the FHWA USDOT the SS4A Grant, and reporting the non-compliance in the Federal -government -wide integrity and performance system. 2of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello ARTICLE 2 APPLICATION, PROJECT, AND AWARD 2.1 Application. Application Title: City of Monticello Comprehensive Safety Action Plan Application Date: Sept. 15, 2022 2.2 Award Amount. SS4A Grant Amount: $200,000.00 2.3 Award Dates. Period of Performance End Date: 18 months after effective date of award 2.4 Budget Period Budget Period End Date: 90 days after period of performance end date. Designation: Action Plan 2.5 Federal Award Identification Number. 693JJ32340398 ARTICLE 3 SUMMARY PROJECT INFORMATION 3.1 Summary of Project's Statement of Work. The award will be used by the City of Monticello to develop a comprehensive safety action plan. Project's Estimated Schedule ACTION PLAN SCHEDULE Milestone Schedule Date Planned Draft Action Plan Completion Date: February 2024 Planned Action Plan Completion Date: March 2024 Planned Action Plan Adoption Date: Aril 2024 Planned SS4A Final Report Date: May 2024 3of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello 3.2 Project's Estimated Costs. (a) Eligible Project Costs Eligible Project Costs SS4A Grant Amount: $200,000 Other Federal Funds: $000 State Funds: $000 Local Funds: $000 In -Kind Match: $50,000 Other Funds: $000 Total Eligible Project Cost: $250,000 (b) Supplemental Estimated Budget Cost Element Federal Share Non -Federal Share Total Budget Amount Direct Labor $25,000 $25,000 50,000 Fringe Benefits $0.00 $0.00 $0.00 Travel $0.00 $0.00 $0.00 Equipment $0.00 $0.00 $0.00 Supplies $0.00 $0.00 $0.00 Contractual/Consultant $175,000 $25,000 $200,000 Other $0.00 $0.00 $0.00 Indirect Costs $0.00 $0.00 $0.00 Total Budget $200,000 $50,000 $250,000 4.1 Recipient's Unique Entity Identifier. QCS2F1 WK5B23 ARTICLE 4 RECIPIENT INFORMATION 4of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello 4.2 Recipient Contact(s). Hayden Stensgard Community & Economic Development Coordinator City of Monticello, MN 505 Walnut St., Suite 1, Monticello, MN 55362 (763)-271-3206 hayden.stensgard@ci.monticello.mn.us 4.3 Recipient Key Personnel. Name Title or Position Matt Leonard City Engineer/Public Works Director Ryan Melhouse Project Engineer Angela Schumann Community Development Director Hayden Stensgard Community & Economic Development Coordinator 4.4 USDOT Project Contact(s). Christie Dawson Safe Streets and Roads for All Program Manager Federal Highway Administration Office of Safety HSSA-1, Mail Stop: E71-117 1200 New Jersey Avenue, S.E. Washington, DC 20590 202-366-9265 Christi.Dawson@dot.gov and Hector Santamaria (HCFA) Agreement Officer (AO) Federal Highway Administration 5of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello Office of Acquisition and Grants Management HCFA -33, Mail Stop E62-310 1200 New Jersey Avenue, S.E. Washington, DC 20590 (202)493-2402 Hector. S antamariakdot. gov and Ashley Cucchiarelli Agreement Specialist (AS) Office of Acquisition and Grants Management HCFA -33, Mail Stop E62-204 1200 New Jersey Avenue, S.E. Washington, DC 20590 (720) 963-3589 ashley.cucchiarelli@dot.gov and Wendall Meyer, Division Administrator Agreement Officer's Representative (AOR) FHWA Minnesota Division (HAD -MN) Minnesota Division Office Point of Contact Safety and Traffic Operations Engineer 180 East Fifth Street, Suite 930 651-291-6100 minnesota.fhwa@dot.gov and Kristi Sebastian Minnesota Division Office Point of Contact Safety and Traffic Operations Engineer 180 East Fifth Street, Suite 930 651-291-6116 Kristi.Sebastian@dot.gov ARTICLE 5 USDOT ADMINISTRATIVE INFORMATION 5.1 Office for Subaward and Contract Authorization. USDOT Office for Subaward and Contract Authorization: FHWA Office of Acquisition and Grants Management 6of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello SUBAWARDS AND CONTRACTS APPROVAL Note: See 2 CFR § 200.331, Subrecipient and contractor determinations, for definitions of subrecipient (who is awarded a subaward) versus contractor (who is awarded a contract). Note: Recipients with a procurement system deemed approved and accepted by the Government or by the AO are exempt from the requirements of this clause. See 2 CFR 200.317 through 200.327. Note: This clause is only applicable to Action Plan Grants. Unless described in the application and funded in the approved award, the Recipient must obtain prior written approval from the AO for the subaward, transfer, or contracting out of any work under this award above the Simplified Acquisition Threshold. This provision does not apply to the acquisition of supplies, material, equipment, or general support services. Approval of each subaward or contract is contingent upon the Recipient's submittal of a written fair and reasonable price determination, and approval by the AO for each proposed contractor/sub- recipient. Consent to enter into subawards or contracts will be issued through written notification from the AO or a formal amendment to the Agreement. The following subawards and contracts are currently approved under the Agreement by the AO. This list does not include supplies, material, equipment, or general support services which are exempt from the pre -approval requirements of this clause. (Fill in at award or by amendment) 5.2 Reimbursement Requests (a) The Recipient may request reimbursement of costs incurred in the performance of this agreement if those costs do not exceed the funds available under section 2.2 and are allowable under the applicable cost provisions of 2 C.F.R. Part 200, Subpart E. The Recipient shall not request reimbursement more frequently than monthly. (b) The Recipient shall use the DELPHI eInvoicing System to submit requests for reimbursement to the payment office. When requesting reimbursement of costs incurred or credit for cost share incurred, the Recipient shall electronically submit supporting cost detail with the SF 271 (Outlay Report and Request for Reimbursement for Construction Programs) to clearly document all costs incurred. (c) The Recipient's supporting cost detail shall include a detailed breakout of all costs incurred, including direct labor, indirect costs, other direct costs, travel, etc., and the Recipient shall identify the Federal share and the Recipient's share of costs. If the Recipient does not provide sufficient detail in a request for reimbursement, the AO may withhold processing that request until the Recipient provides sufficient detail. (d) The USDOT shall not reimburse costs unless the Agreement Officer's Representative (the "AOR") reviews and approves the costs to ensure that progress on this agreement is sufficient to substantiate payment. 7of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello (e) The USDOT may waive the requirement that the Recipient use the DELPHI eInvoicing System. The Recipient may obtain waiver request forms on the DELPHI eInvoicing website (http://www.dot.gov/cfo/delphi-einvoicing_-system.html) or by contacting the AO. A Recipient who seeks a waiver shall explain why they are unable to use or access the Internet to register and enter payment requests and send a waiver request to Director of the Office of Financial Management US Department of Transportation, Office of Financial Management B-30, Room W93-431 1200 New Jersey Avenue SE Washington DC 20590-0001 or DOTElectronicInvoicingkdot. gov. If the USDOT grants the Recipient a waiver, the Recipient shall submit SF 271 s directly to: DOT/FAA P.O. Box 268865 Oklahoma City, OK 73125-8865 Attn: Agreement Specialist (f) The requirements set forth in these terms and conditions supersede previous financial invoicing requirements for Recipients. ARTICLE 6 SPECIAL GRANT TERMS 6.1 SS4A funds must be expended within five years after the grant agreement is executed and DOT obligates the funds, which is the budget period end date in section 10.3 of the Terms and Conditions and section [wherever the date it is in this agreement]. 6.2 The Recipient acknowledges that the Action Plan will be made publicly available, and the Recipient agrees that it will publish the final Action Plan on a publicly available website. 6.3 The Recipient demonstrates compliance with civil rights obligations and nondiscrimination laws, including Titles VI of the Civil Rights Act of 1964, the Americans with Disabilities Act (ADA), and Section 504 of the Rehabilitation Act, and accompanying regulations. Recipients of Federal transportation funding will also be required to comply fully with regulations and guidance for the ADA, Title VI of the Civil Rights Act of 1964, Section 504 of the Rehabilitation Act of 1973, and all other civil rights requirements. 6.4 There are no other special grant requirements for this award. 8of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello ATTACHMENT A PERFORMANCE MEASUREMENT INFORMATION Study Area: City of Monticello Comprehensive Safety Action Plan Baseline Measurement Date: July 2024 Baseline Report Date: August 2024 Table 1: Performance Measure Table Measure Category and Description Measurement Frequency Percent of Funds to Underserved Equity Communities: Funding amount (of total End of period of project amount) benefitting underserved performance communities, as defined by USDOT Project Costs: Quantification of the cost End of period of Costs of each eligible project carried out using performance the grant Lessons Learned and Recommendations: Lessons Learned and Description of lessons learned and any End of period of Recommendations recommendations relating to future performance projects of strategies to prevent death and serious injury on roads and streets. 9of11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello ATTACHMENT B CHANGES FROM APPLICATION INSTRUCTIONS FOR COMPLETING ATTACHMENT B: Describe all material differences between the scope, schedule, and budget described in the application and the scope, schedule, and budget described in Article 3. The purpose of this attachment B is to document the differences clearly and accurately in scope, schedule, and budget to establish the parties' knowledge and acceptance of those differences. See section 10.1. Scope: City of Monticello Comprehensive Safety Action Plan Schedule: Original schedule from the application noted a 3/1/2023 start date and 3/31/2024 end date. The schedule changed as noted in Section 3.2 to reflect expected date for executing the agreement and timeline for the consultant selection process and time frame for completing elements of the action plan. Budget: The change in budget shown below is necessary due to a discrepancy in staff's understanding of the grant funding split between the federal award and the required match. The updated costs reflect an 80% Federal / 20 % local cost distribution of the total project cost. The table below provides a summary comparison of the project budget. Fund Source Application $ % Section 3.3 $ % Previously Incurred Costs Non -Eligible Project Costs ................ ............ ........................... . ...... ................. .... ............ .................... . ............ .. .......... ..... ... .... ..... .......... Federal Funds Non -Federal Funds Total Previously Incurred Costs Future Eligible Pro'ectCosts .......... ...... SS4AFunds 200,000 83.3% 200,000 80% Other Federal Funds Non -Federal Funds 40,000 16.7% 50,000 20% Total Future Eligible Project Costs Total Project Costs 240,000 250,000 10 of 11 Safe Streets and Roads for All - Action Plan Grant Agreement - City of Monticello ATTACHMENT C RACIAL EQUITY AND BARRIERS TO OPPORTUNITY 1. Efforts to Improve Racial Equity and Reduce Barriers to Opportunity. The Recipient states that rows marked with "X" in the following table are accurate: 2. Supporting Narrative. The City of Monticello and prospective constant group will work to include a robust, inclusive public engagement portion throughout the completion of the Safe Streets 4 All Action Plan. The public engagement component will specifically place emphasis on engaging disadvantaged members of the community. 11 of 11 A racial equity impact analysis has been completed for the Project. (Identify a report on that analysis or, if no report was produced, describe the analysis and its results in the supporting narrative below. The Recipient or a project partner has adopted an equity and inclusion program/plan or has otherwise instituted equity -focused policies related to project procurement, material sourcing, construction, inspection, hiring, or other activities designed to ensure racial equity in the overall delivery and implementation of the Project. (Identify the relevant programs, plans, or policies in the supporting narrative below. The Project includes physical -barrier -mitigating land bridges, caps, lids, linear parks, and multimodal mobility investments that either redress past barriers to opportunity or that proactively create new connections and opportunities for underserved communities that are underserved by transportation. (Identify the relevant investments in the supporting narrative below. The Project includes new or improved walking, biking, and rolling access for individuals with disabilities, especially access that reverses the disproportional impacts of crashes on people of color and mitigates neighborhood bifurcation. (Identify the new or improved access in the supporting narrative below. The Project includes new or improved freight access to underserved communities to increase access to goods and job opportunities for those underserved communities. (Identify the new or improved access in the supporting narrative below. The Recipient has taken other actions related to the Project to improve racial equity and reduce barriers to opportunity, as described in the supporting narrative below. The Recipient has not yet taken actions related to the Project to improve racial X equity and reduce barriers to opportunity but, before beginning construction of the project, will take relevant actions described in the supporting narrative below The Recipient has not taken actions related to the Project to improve racial equity and reduce barriers to opportunity and will not take those actions under this award. 2. Supporting Narrative. The City of Monticello and prospective constant group will work to include a robust, inclusive public engagement portion throughout the completion of the Safe Streets 4 All Action Plan. The public engagement component will specifically place emphasis on engaging disadvantaged members of the community. 11 of 11 ' IS 1.1f� COAL A SAFE SYSTEM IS HOW WE GET THERE U Ap r 11 Safe Streets and Roads for All Grants Key program that supports the National Roadway Safety Strategy Funding supports local initiatives to prevent death and serious injury on roads and streets, commonly referred to as "Vision Zero" or "Toward Zero Gorodenkoff - stock.adobe.com U.S. Department of Transportation's (USDOT) comprehensive approach to significantly reducing serious injuries and deaths on our Nation's highways, roads, and streets. • Sets a vision and goal for the safety of the Nation's roadways. • Adopts the Safe System Approach principles to guide our safety actions. • Identifies new priority actions and notable changes to existing practices and approaches that target our most significant and urgent problems and are, therefore, expected to have the most substantial impact. • Call to Action We partner with stakeholders to identify actions to get us closer to zero roadway fatalities. • www.transportation.gov/NRSS • Death/serious injury is unacceptable. • Humans make mistakes. • Humans are vulnerable. • Responsibility is shared. • Safety is proactive. • Redundancy is crucial. EK N A � AISRRIOUS INJURY IS UNQCC4 pr OSP F RESPONSIBILITY IS SHARE w m Effective roadway safety practices and strategies that provide opportunities to apply Safe System principles: • State Strategic Highway Safety Plans & Local Road Safety Plans • Vision Zero • Toward Zero Deaths • Complete Streets • Proven Safety Countermeasures • Countermeasures That Work • Innovative practices and technologies Saxman, Alaska, Senior Center bus stop. Source: FHWA • Action Plan Grant o Developing a comprehensive safety action plan (Action Plan) o Supplemental planning activities: conducting planning, design and development activities for projects and strategies identified in an Action Plan. • Implementation Grant: o Carrying out projects and strategies identified in an Action Plan. o Associated supplemental planning activities: conducting planning, design and development activities for projects and strategies identified in an Action Plan. • 510 projects were selected for FY 2022 grants o 473 Action Plan Grants o 37 Implementation Grants • More than $800 million total • Funds improved safety planning for over half the nation's population UNITED STATES Calgary CANADA 416 Mamrcal , Toronto Y , i oe er I T E - r *. la l hia 5fATE5 oanas Ems; � Mont-,!� mi MEXICO Havana cueA Mexrco City Port-au-Prince https://www.transportation.gov/grants/ss4a/2022-awards i I CHAPTER 4: MOBIL17YAND CONNECTIVITY 97 INTRODUCTION The Mobility and Connectivity Chapter outlines the goals, policies and transportation strategies to improve mobility and connectivity in Monticello by continuing to build a safe and efficient multimodal transportation system that strengthens the economy and enhances quality of life. This chapter describes how Monticello can increase access to parks, schools, and other community destinations, especially for bicyclists and pedestrians. It also seeks to enhance access to the local and regional transportation system for Monticello's existing and future commercial and industrial development. Multimodal strategies emphasize an integrated pathway system supporting connectivity between activity nodes. The transportation strategy will be implemented together with the land use plan and growth strategy for the continued growth, development and improvement of Monticello. This chapter provides background information to support the land use goals, policies and strategies outlined in the Land Use, Growth and Orderly Annexation Chapter. The Mobility and Connectivity Chapter utilizes the previous analysis and outcomes of Monticello Transportation Plan approved in January 2011, with an emphasis to update the overall transportation strategy based on the updated land use strategies from this Plan. Intersection of Chelsea Road and Highway 25 PLANNED STREET NETWORK Monticello's growth strategy balances land use development needs with real estate market demand, and transportation and infrastructure improvement require- ments to ensure an orderly and efficient use of land and resources. It recognizes that there is significant development potential within Monticello's existing munic- ipal boundary and even greater potential in the surrounding Orderly Annexation Area (MOAA). Exhibit 4.1 shows the location of future roadways and the potential interchange study area at Orchard Road. It should be noted that while no new river crossings are depicted on the future roadways map, a future crossing is being studied at the regional level and will need to be integrated into the roadway network in future plan updates. As development occurs over time, a system of collector roadways extending into the MOAA will be needed. In particular, the planned street network in the East Bertram Study Area via the extension of School Boulevard will require careful planning. The need for the planned collector roadways should be periodically evaluated as community needs evolve and growth and development occur. The growth strategy prioritizes development and improvement within the existing City boundaries. This includes an emphasis on development in the downtown through infill mixed-use development, streetscape improvements and transportation system management on State Highway 25. Consistent with the City of Monticello's economic development goals, the transportation strategy also includes continued support for an additional Interstate 94 interchange at Orchard Road, which will provide valuable freeway access for future industrial development and continued growth anticipated in the northwest portion of Monticello. The City will work towards a "Complete Streets" approach for future roadway improvements to ensure that the needs of all roadway users are considered during the planning and design process (see "Complete Streets" on page 8). The City will also evaluate the improvement and intersection management of existing and expanded collector roads throughout Monticello. The subsections below discuss transportation considerations that will influence the development of the future roadway network. 98 MOBILITY AND CONNECTIVITY JURISDICTIONAL TRANSFERS The purpose of roadway jurisdictional transfers is to better align roadways with their intended function and to place ownership with the most appropriate agency for maintenance and preservation. The Wright County LRTP identifies two proposed jurisdictional transfers from the City of Monticello to Wright County: • School Blvd, from State Highway 25 to Fenning Ave (1.8 mi) Chelsea Road from State Highway 25 to CSAH 39. Roadway characteristics used in the analysis to determine the need for city to county transfers are shown below. Jurisdictional transfers require mutual agency agreement and will be pursued as opportunities arise. In addition, discussions have taken place regarding the transfer of CSAH 39 from Broadway Street to Chelsea Road to direct through traffic away from Downtown Monticello. This would reinforce multi -modal goals for the revitalization of Downtown. Monticello will continue to work with Wright County to evaluate this strategy. County Roadway System • Regional connectivity High to moderate traffic volumes • Connect urban and outlying rural areas • Paved • Serve inter -county trips City Routes • Short segments with small travel sheds Serve local land access needs Moderate traffic volumes Limited continuity with rural areas COMPLETE STREETS "Complete Streets" is a roadway design concept that involves considering and balancing the needs of all roadway users during the planning process. This Chapter recommends adopting a complete streets policy, which will provide a framework for implementing transportation projects related to the planned street network. It ensures that roadway needs and accessibility considerations are identified early in the process so they are included in final design. For planning purposes, it is important to understand key routes used by various transportation modes now and in the future. While roadways with existing or planned bicycle facilities may require more attention to non -motorized traffic, roadways connecting industrial uses may require more accommodations for freight and truck traffic. This is important for arterial roadways generally under Wright County and MnDOT jurisdiction. Complete Streets can also be used as a framework for addressing issues related to improving safety and circulation in the downtown while maintaining the regional mobility functions of State and County highway facilities. As noted previously, one option for redirecting through traffic involves modifying the route of CSAH 39. Should this take place, an evaluation of needs on any affected roadways should be conducted using the Complete Streets framework. Traffic on Highway 25, which is both a key regional connection and a local barrier, was identified by the community as a major issue during the Comprehensive Plan process. As the agency with jurisdiction over Highway 25, MnDOT is a partner in the implementation of strategies such as access management that may improve safety and mobility. Speeding on local streets was also identified as a concern during the public engagement process. Given differences in context and roadway needs, measures such as speed reduction, traffic calming and increased enforcement should be evaluated on a site-specific basis for any problem areas identified. MnDOT's Complete Streets Implementation Resource Guide for Minnesota Local Agencies can serve as a valuable resource for the Complete Streets policy development and implementation process. 104 MOBILITY AND CONNECTIVITY MAINTENANCE Maintaining existing transportation infrastructure is a key element of a well- functioning and connected multi -modal transportation network. Maintenance is an important consideration for all types of infrastructure, from roadways and bridges to sidewalks and curb ramps. The City of Monticello allocates funds in its Capital Improvement Plan (CIP) to support the maintenance of existing transportation facilities, and has also implemented a pavement management program. The purpose of this program is to allow the city to meet overall street maintenance policy objectives in the most economically efficient manner possible on a life -cycle cost basis. When roads are allowed to deteriorate past certain levels, the cost of maintaining them increases dramatically. Therefore, collecting pavement condition data can help the city set goals and make informed decisions about the cost, timeline, and type of projects required to keep roadways at their target condition. According to city data, Monticello currently uses a pavement management software called PAVER that tracks Pavement Condition Index (PCI), which rates pavement condition from poor to excellent on a 1-100 scale. Sixty-five miles of city roadways were inspected in 2018, with a weighted average PCI for bituminous roads of 87.57. In terms of total length, over half of the roadway system is in excellent condition (Source: 2018 Monticello Pavement Management Report). Sidewalk and trail maintenance have a major impact on accessibility for people walking and biking. Uneven or cracked surfaces can also make some routes impassable for people using or wheelchairs or other mobility devices. The City of Monticello's ADA Transition Plan identifies several policies that will improve non - motorized accessibility, including the reconstruction and addition of accessible curb ramps when pavement management projects take place to provide access to existing pedestrian facilities at intersections where they do not currently exist. In addition, all new construction and reconstruction projects will be designed and constructed in accordance with the most current ADA design practices to the extent feasible. PRIORITY PROJECTS The following transportation projects have been identified by the city as priority projects for further study and implementation as funding becomes available. Note: Exhibit 4.7 on page 220. • Continued evaluation of collector street network improvements for safety, intersection and congestion improvements. • Progress on mobility and connectivity improvements outlined within the Downtown Small Area Plan, including the connection of Walnut to River Street. • Work with regional and state partners on alternatives and projects related to Highway 25 congestion relief and I-94 capacity expansion. • Extension of School Boulevard west from current terminus. • Installation of new roundabout locations throughout the city. • Street improvements from rural to urban standards for certain streets including Fenning Ave, Fallon Ave. and Edmonson Ave, among others. Cyclist Crossing the Highway 25 Bridge 112 MOBILITY AND CONNECTIVITY City Council Agenda: 07/10/2023 21. Consideration of accepting quotes and authorizing purchase of two 2023 Kubota RTV 520's and two ballfield groomer attachments from Arnold's of St. Cloud for a total of $32,942 for the Parks, Arts & Recreation Department in conjunction with the Central uiament Fund and to declare the Toro Workman and Cushman eauiament as surplus property. Prepared by: Meeting Date: ❑ Consent Agenda Item Parks & Rec Director 07/10/2023 N Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to authorize the purchase of two 2023 Kubota RTV 520's for a total of $32,942 for the Parks, Arts & Recreation Department in conjunction with the Central Equipment Fund and declare the Toro Workman and Cushman equipment as surplus property. REFERENCE AND BACKGROUND City Council is asked to accept quotes from Arnold's of St. Cloud to authorize the purchase of two 2023 Kubota RTV 520's for the Parks, Arts & Recreation Department. Staff researched and field-tested comparable UTVs, and the Kubota 520 RTVs outperformed other models. The Kubota 520 comes equipped with a speed governor, road package, rollover protection (ROPS), windshields, canopies. RAHN Groomers will be added to each Kubota. The groomers are from MTI at a cost of $3,505 each, which is included in the total of $32,942. The groomers will be used for ballfield maintenance. Staff recommends replacing the 2006 Toro Workman and 2003 Cushman with this purchase. The Toro Workman has had several electrical problems this year, and both pieces are used for daily sports field maintenance operations. The Toro Workman and Cushman will be declared as public surplus and brought to a local auction. Budget Impact: The 2023 budget includes $61,000 for the replacement of the Cushman. The two Kubota 520 RTV's equipped with the Rahn groomers for a total of $32,942 will be funded out of the Central Equipment Fund. Staff proposes the remainder of the Cushman replacement funds to replace the Suzuki fertilizer spreader this fall at an estimated cost of $15,000. II. Staff Workload Impact: Parks, Arts & Recreation staff will manage the auction details and take delivery of the new machines. City Council Agenda: 07/10/2023 III. Comp plan Impact: Supports parks, pathways, and open spaces STAFF RECOMMENDED ACTION City staff recommend the purchase of two 2023 Kubota RTV's with Rahn groomers for a total of $32,942 in conjunction with the Central Equipment Fund and to declare the Toro Workman and Cushman equipment as surplus property. SUPPORTING DATA A. Quotes B. Pictures Valid Through: 06/30/2023 Ship To Kubota Dealer Bill To City of Monticello ARNOLD'S OF ST. CLOUD, Dan Phelps Derek Wipper INC. Phone: (320) 251-2585 MN 2995 QUAIL RD NE Email: derek.wipper@ci.monticello.mn.us SAUK RAPIDS, MN 56379 dphelps@amoldsinc.com RTV520-H -17.4 HP GAS EFI ENGINE UTILITY VEHICLE City of Monticello Derek Wipper MN derek.wipper@ci.monticelio.mn.us Description Manufacturer Model # Qty MSRP Price Each Total 17.4 HP GAS EFI ENGINE UTILITY VEHICLE Kubota RTV520411 1 $11,699.00 $11,154.86 $11,154.86 PLASTIC CANP/RTV400/RTV500 MIN ORD QTY=3 Kubota K7311-99390 1 $277.07 $228.18 $228.18 WINDSHIELD (GLASS) / RTV400 / RTV500 Kubota K7311-99280 1 $421.27 $346.93 $346.93 LOWER WINDSHIELD PANEL RTV400 / RTV500 Kubota K7311-99290 1 $184.37 $151.84 $151.84 BLINKER LAMP Kubota K7321-99610 1 $318.27 $262.11 $262.11 Cash Details Equipment Total $12,143.92 Freight $656.25 Set up $1,000.00 Cash Incentives -00 I&OV. p i",rc , ($834.71) Cash Sale Price $12,965.46 October list is an estimation of delivery date. Kubota Disclaimer Sales quote can only be provided by a participating Kubota dealer. Only Kubota and Kubota performance -matched Allied equipment are eligible. Inclusion of ineligible equipment may result in a higher blended APR. Stand Alone Kubota or Allied implements and attachments/accessories are subject to stand alone programs. Financing is available through Kubota Credit Corporation, U.S.A.; subject to credit approval. Program etigbility requirements are subject to change without notice and may be withdrawn without notice. Some exceptions ,, Lr,) 1<1 J �) 0 tea V Series GASOLINE ENGINE Model Kubota GZ520-E3F-UV 2 cyl, 4 cycle OHC Water cooled Electronic fuel injection (EFI) 27.8 cu. in. +17.4 Net Eng HP TRANSMISSION Variable Hydro Transmission Forward Speeds: Low 0-10 mph High 0 - 25 mph Reverse 0 -10 mph Rear differential lock FLUID CAPACITY Fuel Tank 5.0 gal Cooling 1.3 qts Engine 1.43 qts Transmission 2.38 gal Brake Fluid 0.21 RTV520-H (Orange) * * * EQUIPMENT IN STANDARD MACHINE * * * SAFETY EQUIPMENT OSHA 1928.52 ROPS and seat belt Rear Wheel Hand Parking Brake Spark Arrestor Muffler Sound Level - operator's Ear 81.9 dBA @ max. rpms DIMENSIONS Width 54.7 in Height 74.0 in Length 105.1 in Wheelbase 70.8 in Tow Capacity 1168 lbs Ground Clearance F/R 8.1 in/6.7 in CARGO SOX Width 40.6 in Length 33.7 in Depth 11.4 in Load Capacity 441 lbs Vol. Capacity 9.0 cu ft OPERATING FEATURES Rack and Pinion Steering VHT Plus Transmission Front Independent Suspension Rear Semi-independent Suspension Brakes - Front/Rear Dry Disc Rear Brake Lights / Front Headlights 2" Hitch Receiver - Front & Rear .�(. I i. ! t t- _-WeG' RTV520-H WEB QUOTE #2686843 Utility Tractors &Mowers - 031121 6/29/2023 11:07:16 PM CE and AG -0a0319 -- Customer Information -- Utility Vehicles 122220 Wipper, Derek Arkansas4b00041718 oeiawareGSS-21673 City of Monticello Mississippi (CE 0") 8200056371 d ere k.wipper@ci. monticello. mn. us Mississippi 8200035841 320-290-8458 Quote Provided By Lano Equipment, Inc. Scott Fahey 6140 Hwy 10 NW Ramsey, MN 55303 email: scott_f@lanoequip.com phone:6122230510 -- Standard Features -- -- Custom Options -- RTV520-H Base Price: $11,699.00 (1) PLASTIC CANP/RTV400/RTV500 MIN ORD $277.07 `�✓ QTY=3 V Series RTV520-H (Orange) K7311 -99390 -PLASTIC CANP/RTV400/RTV500 MIN ORD QTY=3 EQUIPMENT IN STANDARD MACHINE * * (1) BLINKER LAMP $318.27 K7321 -99610 -BLINKER LAMP GASOLINE ENGINE DIMENSIONS (1) STROBE LIGHT KIT $314.93 Model Kubota GZ520-E3F-UV 2 4 cycle OHC Width 54.7 in Height in 77700 -V4318 -STROBE LIGHT KIT (1) WINDSHIELD (GLASS) / RTV400 / RTV500 $421.27 Water r cooled 05 Length 1 105.1 in K7311 -99280 -WINDSHIELD (GLASS) / RTV400! RTV500 Electronic fuel injection (EFI) Wheelbase 70.8 in Configured Price: $13.030.54 27.8 cu. in. Tow Capacity 1168 lbs Sourcewell Discount: ($2,866.72) +17.4 Net Eng HP Ground Clearance F/R 8.1 in/6.7 in SUBTOTAL: $10.163.82 TRANSMISSION CARGO BOX Dealer Assembly: $256.67 Variable Hydro Transmission Width 40.6 in Forward Speeds. Length 33.7 in Freight Cost: $712.50 Low 0 - 10 mph Depth 11.4 in PDI: $400.00 High 0 - 25 mph Load Capacity 441 lbs Reverse 0 -10 mph Vol. Capacity 9.0 cu ft KA GL650 500-C Rahn Groomer $3,680.00 Rear differential lock OPERATING FEATURES FLUID CAPACITY Rack and Pinion Steering Total Unit Price: $15,212.99 Fuel Tank 5.0 gal VHT Plus Transmission Quantity Ordered: 1 Cooling 1.3 qts Front Independent Suspension Engine 1.43 qts Rear Semi-independent Final Sales Price: $15,212.99 Transmission 2.38 gal Suspension Brake Fluid 0.21 Brakes - Front/Rear Dry Disc Rear Brake Lights / Front SAFETY EQUIPMENT Headlights Final pricing will be based upon pricing at the time of OSHA 1928.52 ROPS and seat 2" Hitch Receiver - Front & Rear final delivery to Sourcewell members. belt Purchase Order Must Reflect Final Sales Price. Rear Wheel Hand Parking Brake Spark Arrestor Muffler Sound Level - operator's Ear 81.9 dBA @ max. rpms To order, place your Purchase Order directly with the quoting dealer TIRES AND WHEELS Heavy Duty Tire F 24 x 9 - 12, 6 ply R 24 x 11 - 12, 6 ply *Some series of products are sold out for 2022 All equipment specifications are as complete as possible as of the date on the quote. Additional attachments, options, or accessories may be added (or deleted) at the discounted price. All specifications and prices are subject to change. Taxes are not included. The PDI fees and freight for attachments and accessories quoted may have additional charges added by the delivering dealer. These charges will be billed separately. Prices for product quoted are good for 60 days from the date shown on the quote. All equipment as quoted is subject to availability. O 2018 Kubota Tractor Corporation. All rights reserved. inti :� � s •r a � n u r � ,v c Derek Wipper City of Monticello MTI Distributing Equipment Quote June 29, 2023 Quote Expiration Date: 7/29/2023 Model Quote Price Qty Number Description Quote Price Each Extended 1 RAKAGL650-500-B Rahn Groomer for Kubota 500 Series $3,505.00 $3,505.00 w/Springtine Scarifier and Broom Equipment Total $3,505.00 6.875% Sales Tax Exemp Total $3,505.00 Quote validity: As a result of supply chain disruptions effecting availability and pricing, the pricing above cannot be guaranteed. Should you commit to a non-binding purchase commitment, a firm quote (including finance rates) will be provided when product becomes available. Net 30 Terms with qualified credit New Toro commercial equipment comes with a two-year manufacturer warranty Equipment delivery and set-up at no additional charge All commercial products purchased by a credit card will be subject to a 2.5% service fee. Thank you for the opportunity to submit this quote. If you have any questions, please do not hesitate in contacting us. Larry Gorman Outside Sales Representative 612-877-0830 Karen Wangensteen Inside Sales Representative 763-592-5643 MTI Distributing, Inc. - 4830 Azelia Avenue N. #100 - Brooklyn Center, MN 55429 f commit to the purchase as detailed on quote above. 1 reserve the right to opt out of intended purchase at any time prior to scheduled delivery. I understand that the 4uoted pricing above is not guaranteed and that I will be provided a new proposal when product becomes available. Name: Signature: Date: For Earth, For Life KIAOM .k EVOLUTION OF THE KUBOTA WAY,. RTV900 004 Kubota introduced is first utility vehicle. The RTV900 was based on Kubota's highly developed tractor technology. In every Kubota RTV beats the heart of a tractor. That's because Kubota RTVs are based on the same development and manufacturing philosophies behind Kubota's reliable diesel tractors. Since the original RTV900, every Kubota RTV has been built on this foundation of quality and reliability. • First U.S. Kubota Tractors 1972 In 1972, Kubota introduced the 17 HP L175, marketed with the tag line "The tractor for people who want more than a garden tractor." RTV 1100 The industry's first A/C factory cabin model, the RTV1100 offered the 2006 RTV900's excellent steering stability and workability plus a new level of comfort even in harsh environments. • B -Series 1980 87100 was the first tractor in its segment that was developed with a hydrostatic transmission. With its launch, sales skyrocketed. SOOEK/CK RTV500 Kubota's first mid-size model, the RTV500 greatly expanded the Kubota RTV line by 2008 offering a quiet, water-cooled, 2 -cylinder gasoline engine and enhanced transmission that improved driving stability at low speeds. • BX -Series 2000 Perfectly positioned between a garden tractor and Kubota's B -Series, the BX made Kubota the first in the industry to offer a true "sub -compact tractor". -.V a III ULIIILY N� a M -Series 2006 A full-scale model change for 2006 introduced a re -engineered and redesigned M -Series. Built to tackle just about anything you throw at it, the M -Series is one of Kubota's most durable and efficient to date, boasting a long list of power and comfort improvements. ALL NEW RTV520 Today, Kubota introduces the RTV520. With a bold new look, improved suspension, increased engine displacement, redesigned seat, and optional cabin, the RTV520 builds upon the RTV500's success to set an even higher standard in performance and comfort. M7 -Series 2017 The cleanest, most capable, and most powerful tractor Kubota ever built, the M7 -Series marked the first time that a Kubota tractor achieved 170 HP. MIGHTY CAPABILITY. NIMBLE PACKAGE. Nimble and mighty, the RTV520 is built for home and job site. It has the capability to get more done, in more areas, with ease and comfort. With easy operation and ownership, it is the perfect vehicle for even the most novice driver and still meets the demands of a work site with the perfect blend of performance and comfort. A IF 44"I' ry• �tr = ��, ' -�..� � � ; : •` ;*',+� _- _- "'� T -* ^ K ; ice? �► T EVERYDAY PERFORMANCE. No matter where you go or what job you need to get done, you can count on the RTV520 to make easy work of it, every single time. A liquid -cooled Kubota engine delivers more than 17 horsepower, while the VHT transmission provides single -pedal operation and hill -hold support to increase driver confidence no matter the terrain. The heavy-duty cargo bed with dump capabilities and a towing capacity of 1,168 lbs make quick work of every project on your to-do list. Powerful Kubota Liquid-Coolded EFI Engine A more powerful 2 -cylinder engine provides increased horsepower, with quiet and reliable muscle for any job. Kubota - built, the durable engine is liquid -cooled to improve efficiency and ensure consistent performance throughout the day. Electronic Fuel Injection (EFI) makes starting the engine in cold -weather easier, and provides instant power with greater throttle control. Variable Hydrostatic Transmission (VHT) The RTV520's Variable Hydrostatic Transmission (VHT) provides exceptional performance on any terrain with smooth and powerful acceleration. Low -speed driving is made exceptional through smooth throttle control, great traction and increased maneuverability. Plus dynamic braking increases driver confidence with one -pedal operation when traveling downhill and makes jobs that require frequent stops easier. Heavy -Duty Cargo Bed The cargo bed is where work gets done. That is why the RTV520 comes with a large bed (40.6" x 33.6") and 441 lbs cargo capacity, helping you tackle whatever the day brings. A wide opening gives you plenty of space to work, making loading and unloading the bed easy. Plus heavy-duty steel cargo tie -down hooks help keep your gear and cargo secure, even when the terrain is unforgiving. Capable Towing Capacity The reliable engine delivers capable towing capacity, made simple with a standard trailer hitch for greater versatility and an ability to attach trailers or pull -behind equipment. For those who refuse to compromise, the mighty RTV520 can tackle even the toughest jobs with its 1,168 lbs towing capacity. WORRY - FREE OWNERSHIP. ab hr � a' r� :f. CTS}TLT+�*^T�T:•..�_-Tit.-FT--..T, _. iT-�"7TAFT'..'i i.ir.- --_i t� -H i- `yy, ' r r' ESA" 119Mt No matter how experienced you are behind the wheel of a utility vehicle, the machine needs to make your life easier. The RTV520 does just that with worry -free ownership, made possible with reduced maintenance, enhanced protection for key components, and easy operation. Rest assured you have a vehicle you can rely on day in, day out. Easy Operation on every Kubota product, the RTV520 stands apart by protecting The vehicle is designed to be easy to operate for any driver, key components of the vehicle. Areas of the vehicle like the regardless of experience. This is made possible with the VHT, underbody, and beneath the cargo box and operators station were where one -pedal operation, smooth acceleration, and engine- designed to protect the machine from the unexpected, enhancing braking increase driver confidence and security. the durability of the vehicle. Maintenance Made Simple Metal Cargo Bed A large cargo bed opening and a closing angle of 52.3 degrees Unlike the plastic cargo beds found on competing utility vehicles, provides easy access to components underneath for quick and the RTV520 features a durable metal cargo bed that can simple maintenance. Plus the VHT does not have a belt, removing withstand hard use. a component that is traditionally difficult to fix and easy to break. These benefits keep your vehicle ready for any job, by reducing New Radiator with Screen the trips required to get it serviced or repaired. The RTV520's radiator features a screen that prevents mud and Durable Design, Protected Components grass from sticking to the radiator. A window provide superior accessibility for cleaning and maintenance. Building on the Kubota Design Excellence that comes standard GET THERE COMFORTABLY. k ,41� T f r Enjoy a smooth, and comfortable ride, thanks to the RTV520's improved suspension and softer seat. The engine improvements also deliver reduced vibration and a quieter ride and can be customized to match any season. We now offer an enclosed cab which delivers protection from the elements even in cold environments. Capable Suspension System The robust and reliable system features a new 5 -link rear system which helps prevent the vehicle from bottoming out and improves rider comfort, even in rough terrain. Comfortable Seat Design The stylish matte -black and contoured seats have been redesigned with a 30% softer padding material, to provide better comfort during long rides. Quiet Engine A new, water-cooled 2 -cylinder engine produces less noise than both the competition and previous models, making for a quiet and enjoyable ride. Smooth Operating Experience The 360 -degree crank and two axis balancer significantly reduces the vibration from the engine, also reducing the feedback to the drivers hands and arms. Drivers can stay focused on the job at hand, even after a long day of work. ACCESS ANY AREA. - --- Pf+ Access any area with the nimble stature and maneuverability of the RTV520. At 54.7 in. wide, you can easily access narrow roads and squeeze through tight gates. The vehicle is very easy to turn. When combined with a tight turning radius, the RTV520 unlocks areas all over your property or worksite. Narrow Stance The RTV520's compact dimensions let you nimbly maneuver into and out of tight spaces with ease. Tight Turning Radius 1 + low `� With a tight turning diameter of just 21.7 ft., the RTV520 can work in narrow sites where bigger utility vehicles can't go. Easy to Turn r- RTV520's steering system makes light work of steering. And l that means less fatigue after a long day of traveling and greater productivity on the site. 54.7 in 74 in. '4 r CUSTOMIZE YOUR RIDE. /'lowr {+ �� aOL r UPGRADE YOUR STYLE. Enclosed Cab ENHANCE VERSATILITY. Glove Box Front LED Work Lights Front Guard Cargo Bed Lift Kit Rear LED Work Light Alloy Wheel WARN VRX 3,500 Ib Winch V4308A 60" Snow Plow Specifications Model Name RTV520 Type General Purpose Deluxe Body color Orange, Camouflage (Realtree®•' Hardwoods®) I Orange Type 2 -cylinder, Gas, OHC, Water-cooled, EFI Engine Displacement cu. in. (cc) 31.3 (514) Horsepower HP (kW)/ rpm 17.4 (13.0) / 3600'1 Fuel tank capacity U.S. gals (2) 5.1 (19.2) Transmission VHT PLUS Variable Hydro Transmission Max. traveling speed mph (km/h) 24.9 (40) Wheels, drive system 4, 4WD w/2WD selection Differential lock Standard; hand operated with mechanical holder Gear selection Hi -Lo range forward, neutral, reverse Brakes Front / Rear Dry -disc brakes Parking brake Rear wheel, hand lever Steering Rack & Pinion Suspension Front / Rear Independent, Mac -Pherson strut -type / Semi-independent, multi -link Length in. (mm) 105.1 (2670) 1111.2 (2825) 'including front guard Width in. (mm) 54.7 (1390) Height, overall in. (mm) 74 (1880) Dimensions Front tread centers in. (mm) 40 (1020) Rear tread centers in. (mm) 41 (1040) Wheelbase in. (mm) 70.9(1800) Ground clearance front/rear axle in. (mm) 8.9 (225) / 6.7 (170) Turning diameter ft. (m) 21.7 (6.62) Max. rolling weight (towing capacity) lbs. (kg) 1168 (530) Payload capacity lbs. (kg) 935 (424) Weight lbs. (kg) 1378 (625) 1393 (632) Width x Length x Depth in. (mm) 40.6 (1033) x 33.6 (854) x 11.2 (286) Cargo bed Volume cu. ft. (m3) 9.0 (0.25) Bed height (unloaded) in. (mm) 34.3 (873) Cargo bed load lbs. (kg) 441 (200) Front 24 x 9-12 ATV, 6PLY 24 x 9-12 HDWS, 6PLY Tires Rear 24 x 11-12 ATV, 6PLY 24 x 11-12 HDWS, 6PLY Alloy wheel OPT. STD. Speedometer OPT. Front guard OPT. I STD. Headrest OPT. " SAE J 1940 Net " "Realtree- is a registered trademark of Jordan Outdoor Enterprises, Ltd. Kubota Tractor Corporation reserves the right to change the stated specifications without notice. This brochure is for descriptive purposes only and reasonable efforts were used to set forth the contained information; some items shown may be optional and some products shown may not be available at all dealerships. Kubota disclaims all representations and warranties, express or implied, or any liability from the use of this brochure. For complete warranty, safety and product information, consult your local Kubota dealer and the operator's manual. Power (HP/KW) and other specifications are based on various standards or recommended practices. For your safety, Kubota strongly recommends the use of a Rollover Protective Structure (ROPS) and seat belt in almost all applications. This brochure is intended for the United States and US territories only. For information regarding Kubota products or services outside these areas, see Kubota Corporation's global web site. Kubota does not provide parts, warranty or service for any Product which is re -sold or retailed in any country other than the country for which the Products) were designed or manufactured. t _� �'•} eta lexubotta. (894KUBOTA TRACTOR CORPORATION 1000 Kubota Drive, Grapevine, TX 76051 Tel 888-4 KUBOTA '', Visit our web site at: KubotaUSA.com I SAFETY ©2020 Kubota Corporation IT'S THE WAY TO LIVE!' rcuw's,� Kubota Genuine Parts for maximum •■o performance, durability and safety V1 Cat.No.2452-01-US Printed in Japan.D.REX.'20-SEP. AF ) 'fes j JO 0 0 O O � 0 0 0 O 31 i t J 218 City Council Agenda: 7/10/2023 2J. Consideration of adopting Resolution 2023-60 accepting improvements and authorizing final payment of $90,285 to Northwest Asphalt & Maintenance for the 2023 Crack Seal Project Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-60 accepting improvements and authorizing final payment of $90,285 to Northwest Asphalt & Maintenance for the 2023 Crack Seal Project. PREVIOUS ACTION May 22, 2023: Accepted quotes and awarded a contract to Northwest Asphalt and Maintenance for the 2023 Crack Seal Project in the amount of $90,285. REFERENCE AND BACKGROUND The 2023 crack seal project consisted of sealing cracks in the pavement to prevent water from entering. This action helps reduce future pavement damage. This project included the following areas: • 7th Street between Elm and CSAH 18 • Chelsea Road • School Boulevard between Edmonson and Fallon • 2020 Mill and Overlay project neighborhoods The project has been completed, and the contractor recently submitted the final paperwork listed below. Therefore, City Council is asked to accept the project as complete and approve final payment. The following paperwork was submitted by the contractor for final payment to be released: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). Budget Impact: The total construction project cost was $90,285 in the Streets Department of the General Fund. II. Staff Workload Impact: Impacts to staff workload will be minimal. City Council Agenda: 7/10/2023 III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of adopting Resolution 2023-60 accepting improvements and authorizing final payment of $90,285 to Northwest Asphalt & Maintenance for the 2023 Crack Seal Project. SUPPORTING DATA A. Resolution 2023-60 B. Final Pay Invoice C. Map CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-60 RESOLUTION ACCEPTING IMPROVEMENTS AND APPROVING FINAL PAYMENT TO NORTHWEST ASPHALT & MAINTENANCE IN THE AMOUNT OF $90,285 FOR THE 2023 CRACK SEAL PROJECT WHEREAS, pursuant to a written contract with the City of Monticello, on May 22, 2023, Northwest Asphalt & Maintenance, was awarded, by low bid, for the 2023 Crack Seal Project. NOW THEREFORE, BE IT RESOLVED BY THE CITY OF MONTICELLO, MINNESOTA that the work completed under said contract is hereby accepted and approved and that the Mayor and City Clerk are hereby directed to issue a proper order for the final payment on such contract subject to receipt of the following: 1) Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134). ADOPTED BYthe Monticello City Council this 101h day of July, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk J.D. Peterick, Inc. 11560 190th St NE Thief River Falls, MN 56701 (218)681-7581 jared@nwamaintenance.com BILL TO City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 PROJECT 2023 Street Crack Seal NORTHWEST ASPHALT & MAINTENANCE INVOICE # 20696 DATE 06/30/2023 DUE DATE 07/30/2023 TERMS Net 30 DESCRIPTION QTY RATE AMOUNT Rout & Seal by Road 463 195.00 90,285.00 Stations BALANCE DUE $907285.00 Crack Seal City Boundary 0 Parcels CITY OF ---�jMonticello 1 in = 1,042 Ft 7th Street (Between Elm Street and CSAH 18) 112 Road Stations Chelsea Road (Between CSAH 39 and CSAH 18) 159 Road Stations N School Boulevard (Between Edmonson and Fallon Ave) 26 Road Stations A April 6, 2023 Map `PowJered By Datafi g s b �� fir, •�� �. .f i�,����i 1�� � � } . ■ ^ 3' - . , :• tet. M w� . . :.: '. r.� T� r 1 r NO IT", 7.11 dO ■■ ■ NOR logo��� ■e■r■®.■■.■ i■� -- :. '^ .v�Cardinal Hills ; LO. Neighborhood v s ,.. ,,ter' '.XN ���• �:;�'� �;z"_�� _ - �l��i - all 121 � ___; City Boundary C Parcels CITY OF Monticello Oakridge Neighborhood 27 road stations Cardinal Hills Neighborhood 78 road stations C Peri Oakridge neighborhood r �� _ i ', �Y j�/► ilj; �� •�. � r. rix INAmism 1 in = 667 Ft N A April 27, 2023 Map Powered By Datafi Ws%, .......... R Is City Boundary C Parcels CITY OF Monticello •3 ``, 4WA&11. Marvin Elwood Neighborhood Marvin Elwood Neighborhood 61 road stations 1 in = 375 Ft N A April 27, 2023 Map Powered By Datafi WS 61 City Council Agenda: 7/10/2023 2K. Consideration of adopting Resolution 2023-62 authorizing the preparation of a Feasibility Report for the School Boulevard Intersection Improvements Project and approval of a contract with Hakanson Anderson to provide engineering services at a price of $235,500 Prepared by: Meeting Date: ® Consent Agenda Item PW Director/City Engineer 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Project Engineer, Community City Administrator Development Director, Finance Director, Parks & Rec Director ACTION REQUESTED Motion to adopt Resolution 2023-62 authorizing the preparation of a feasibility report and approval of a contract with Hakanson Anderson to provide engineering services for the School Boulevard Intersection Improvements Project. REFERENCE AND BACKGROUND Monticello successfully secured grant funds for the construction of two single -lane roundabouts along School Boulevard at the intersections with Cedar Street and Edmonson Avenue. Both intersections are currently controlled with 4 -way stop signs, and the traffic analysis completed as part of the Pointes at Cedar master planning process recommended constructing roundabouts for greater safety and efficiency. The City will receive $485,000 through the Carbon Reduction Program (CRP) for the Edmonson intersection improvements. This grant requires that the project funds be allocated in 2024. In addition, the City was awarded $1,000,000 through the Surface Transportation Block Grant Program (STBGP) for improvements at the intersection of School Boulevard and Cedar Street. The STBGP grant funds aren't expected to be available for the City until 2027. Given that these two projects are so close in proximity, staff proposes to construct the projects together in 2024. The improvements would include: • Full depth reclamation of School Boulevard between Hwy 25 and Country Lane. • Full depth reclamation as required for Cedar Street and Edmonson Avenue for roundabout construction. • Spot curb and gutter replacement and repair of existing drainage issues to be completed with the project. City Council Agenda: 7/10/2023 • Replace all non-compliant ADA ramps throughout the project area and install new ADA ramps and sidewalk as required for the roundabout construction. • Construct a pathway on the south side of School Boulevard between Country Avenue and Edmonson Avenue. • Investigate the removal of the center medians between Hwy 25 and Edmonson Avenue and install a two-way left turn lane. • Install lights where new pathway is added and connect to existing lighting system. • Replace street trees removed for the pathways and add irrigation for tree watering. • Install roundabout landscaping consistent with the Pointes at Cedar Zoning district. It is proposed that the roadway improvements be assessed to benefiting property owners per the City's current assessment policy. The proposed pathway along the south side of School Boulevard between Edmonson Avenue and Country Avenue is proposed to not be assessed since the trail would be in the rear yards of three of the four parcels and the other lot would have the trail on the side yard. Per the current assessment policy, the Minnesota Statutes Section 429.021 and 459.14, Subd. 7 allow municipalities to recover costs for maintaining and constructing public improvements through assessments to benefiting properties. These projects can be either initiated by property owner petitions or by the City Council ordering the improvement. For a City Council ordered improvement the typical process is as follows: • Preparation of a feasibility study is authorized to evaluate where the proposed project is necessary, cost-effective, and how the project should be assessed including the preparation of a preliminary assessment roll. • City Council can either accept or reject the feasibility report. If accepted, a public hearing is ordered on the improvements. • Hearing notices are posted, and property owner notices are mailed to affected property owners. • City Council adopts or rejects resolution ordering the improvement to be constructed and advertisement of bids. • City Council awards or rejects the project. If awarded, the preparation of an assessment roll and ordering a public hearing is approved. • City Council conducts an assessment hearing, and if approved, certified assessments are submitted to the County Auditor. City Council Agenda: 7/10/2023 A request for proposals for a full scope of services for the two roundabouts and associated improvements was posted on the League of MN Cities and City of Monticello websites. The scope of services included preparation of the feasibility report, federal documentation preparation, site evaluation, preparation of plans and specifications, and construction services. The City received three proposals ranging in price from $235,500 to $629,518. City staff reviewed the proposals and recommend awarding the contract to Hakanson Anderson for this project. Budget Impact: The 2024 Capital Projects Fund budget will include this project and related grant funds. II. Staff Workload Impact: Staff will be involved throughout the project. III. Comprehensive Plan Impact: The proposed improvements support the following goal and policy statements of the Monticello 2040 Plan: Goal 1: A planned street network that connects all areas of the City and Orderly Annexation Area in an efficient and orderly fashion, provides options for all forms of mobility, and improves overall accessibility. Policy 1.1: Street and Roadway Needs - Continually evaluate and ensure all city streets and roadways meet the projected demand by all users by proactively assessing needs, design solutions and facilities. STAFF RECOMMENDED ACTION City staff recommends approval of the contract with Hakanson Anderson to provide engineering services at a price of $235,500. SUPPORTING DATA A. Resolution B. Grant Applications CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-62 AUTHORIZING FEASIBILITY REPORT FOR SCHOOL BOULEVARD INTERSECTION IMPROVEMENTS PROJECT WHEREAS, it is proposed to implement the following downtown roadway and pedestrian improvements: • Full depth reclamation of School Boulevard between Hwy 25 and Country Avenue. • Full depth reclamation as required for Cedar Street and Edmonson Avenue for roundabout construction. • Spot curb and gutter replacement and repair of existing drainage issues to be completed with the project. • Replace all non-compliant ADA ramps throughout the project area and install new ADA ramps and sidewalk as required for the roundabout construction. • Construction of a pathway on the south side of School Boulevard between Country Avenue and Edmonson Avenue. • Investigate the removal of the center medians between Hwy 25 and Edmonson Avenue and install a two-way left turn lane. • Install pathway lights where new pathway is added by connecting to existing lighting system. • Replace street trees removed for the pathways and add an irrigation for tree watering. • Install roundabout landscaping consistent with the Pointes at Cedar Zoning district. WHEREAS, a contract with Hakanson Anderson shall be authorized for the preparation of a feasibility study. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNICL OF MONTICELLO, MINNESOTA: That the proposed improvements be referred to Hakanson Anderson for study and that they are instructed to report to the Council with all convenient speed advising the Council in a preliminary way as to whether the proposed improvement is necessary, cost-effective, and feasible and as to whether it should best be made as proposed or in connection with some other improvement, and the estimated cost of the improvement as recommended. ADOPTED BYthe Monticello City Council this 101h day of July, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY 0F Monti6eflo March 3, 2023 Carbon Reduction Program D3 Selection Committee OFFICE: 763-295-2711 FAX: 763-295-4404 505 Walnut Street I Suite 1 I Monticello, MN 55362 The City of Monticello is submitting this application for a Carbon Reduction Program (CRP) project at the intersection of School Boulevard and Edmonson Avenue. The proposed improvement will improve traffic flow and reduce carbon emissions by installing a roundabout at the current all -way stop controlled intersection. The proposed project will also include installing a —600' segment of 10' wide bituminous trail along the south side of School Boulevard between Edmonson Avenue and Country Avenue. The project layout is shown on the attached project map. The current AADT along School Boulevard is 6600 and is 2100 along Edmonson Avenue. The intersection is located at the Southeast corner of a 100 -acre small area plan known as The Pointes at Cedar. "The Pointes at Cedar is intended as a place for living, working, shopping and exploring — a place to connect and a place to belong."'(Page 4) The 100 -acre zoning district is envisioned to have roughly 859 residential units and 370,000 sq ft of commercial buildings. The district will also include roughly 30 acres of parkland that will have a 10 -acre lake/stormwater pond at the center of the park. The estimated project emission reductions using the CMAQ emission calculators are using current traffic volumes: Pollutant Peak -hour Kilograms/da Off -Peak Kilograms/day Total Kilograms/da Carbon Monoxide (CO) 0.017 0.125 0.142 Particulate Matter <2.5 µm (PM2.5) 0.000 0.002 0.002 Particulate Matter <10 µm (PMlo) 0.000 0.002 0.002 Nitrogen Oxide (NOx) 0.005 0.037 0.042 Volatile Organic Compounds (VOC) 0_0D4 0.030 0.034 Atmospheric Carbon Dioxide (CO2) 8.437 62.662 71.099 Carbon Dioxide Equivalent (CO2e) 8.523 63.301 71.824 Total Energy Consumption (MMBTU) 0.111 0.825 0.936 The project is estimated to cost $607,000 in construction and $118,000 for engineering for a total project cost of $725,000. The City of Monticello is requesting $485,600 of CRP funds which is 80% of eligible costs. The remaining $239,400 will be funded by the City of Monticello using the City's CIP funds. The City of Monticello will be the jurisdiction completing the project and receiving the CRP funds. The project is proposed to be designed and let for construction before June 30, 2024. The project is then planned to be constructed in 2024 or 2025. www.ci.monticeI1o.mn,us The proposed project meets several of the priorities listed in the Statewide Multimodal Transportation Plan including goal "15. To reduce greenhouse gas emissions from the state's transportation sector."'(Page 8) The proposed roundabout improvement will improve traffic flow by reducing intersection delay times which will also reduce carbon emissions. The project will also add a small section of trail to meet the which will help make Monticello more walkable and bikeable, which is part of goal 1 in Minnesota's Climate Action Framework, "Initiative 1.1.1 -Create more opportunities for biking, walking, transit, and telecommuting"'(Page 28) The addition of the pathway also meets one of the recommendations of Pathways to Decarbonizing Transportation plan of "Provide More Transportation Options on Projects -Public comments were very supportive of actions that reduce vehicle miles traveled because of their potential to reduce GHG emissions and because of health, equity, and safety benefits that come from more walkable and bikeable communities."'(Page 40) In addition, the proposed roundabout project will support the transportation need identified in the City of Monticello's Pointes at Cedar small area plan. One of the design goals of the Pointes at Cedar small area plan is "Residents, business owners, and employees may experience The Pointes at Cedar as a complete environment in which they can live, work, and recreate. The Pointes is also envisioned as a place that invites all members of the Monticello community and beyond to patronize its businesses and enjoy its open space features, both active and passive." '(Page 14) The 100 -acre master planned area is proposed to be interconnected with multiple pathways allowing users to be able to walk between the multiple different land uses. If you have any questions about this project, please feel free to contact me at 763-271-3271. Sincerely, Matt Leonard PW Director/City Engineer Enclosures: Project Location Map CC: Rachel Leonard, City Administrator References: 1. Pointes at Cedar Small Area Plan 2021 -teas://www•ci.monticello.mn.usIDocumentCenter/View/1747IThe-Pointes-at-Cedar-Small-Area- Plan-PDF?bidld= 2. Statewide Multimodal Transportation Plan 2022 ttps://minnesotago.org/final-planslsmtp-final-plan- 2022 3. Climate Action Framework https://climate.state.mn.uslminnesotas-climate-action-framework 4. Pathways to Decarbonizing Transportation 2019 School Blvd 3 i 4 N001 * ` J ;§ 4 IL.- N A 'Sn SCALE IN FEET 0 50 100 WS b r P- n E V Art ; K Monticello Roundabout at School Blvd at Edmonson Avenue � City of Monticello, Minnesota LOCAL SURFACE TRANSPORTATION BLOCK GRANT PROGRAM FUNDING APPLICATION Central Minnesota Area Transportation Partnership Region 7W FY 2027 Application 1. APPLICANT INFORMATION Local Agency: City of Monticello Address: 909 Golf Course Road Phone: 763-217-3271 Project Manager: Matt Leonard Title: Public Works Dii Fax: 763-271-3272 Email: Project Contact (/f different from Proj. Mgr.): Ran Melhouse Title: Pi Phone: 763-271-3227 Fax: 763-271-3272 Email: R� 2. PROJECT IDENTIFICATION RDC/MPO Region: 7W Congressional District: 6th Legislative District: Route # MSAS 105 Wor Street Name: School Boulevard Beginning Termini: School Blvd- TH 25 Ending Termini: School Blvd- Edmonson Ave 3. TECHNICAL INFORMATION A. Functional Classification of Roadway/Highway (Check all that apply) Urban Rural ❑ Urban Principal Arterial ❑ Rural Principal Arterial ® Urban Minor Arterial ❑ Rural Minor Arterial _❑ Urban Collector _ ❑ Rural Major Collector C. Traffic Volume 8450 between TH 25 and Cedar 20 -Year AADT: Project with 12,000 between TH 25 and Cedar E act Engineer .Melhouse d.monticello.mn.us -- MR 29B Length: 0.46 Mi. B. Pavement Condition Age of Rating: Pavement Condition Index Surface: Averages 56 out of 100 28 D. Bridge Condition 6600 adjacent Pointes 10,600 between at Cedar between Cedar and Development Cedar and Current AADT: Edmonson build for 2040 Edmonson 11 SR: N/A 4. PROJECT TYPE (Check all that apply) ❑ New Alignment ® Roadway Reclamation, Reconditioning & Resurfacing ❑ Roadway Expansion ❑ Bridge ❑ Roadway Reconstruction ® Other: (specify) Roundabout 5. SHORT TITLE STIP DESCRIPTION (Limited to 120 characters) School Boulevard Improvements from State Highway 25 to Edmonson Ave in Monticello R7W STBGP Application - Page 1 October 2022 6. PURPOSE AND NEED (Summary) Background -The City of Monticello, located in Wright County, MN is proposing a new roundabout at the intersection of School Blvd and Cedar Street. Needs- The City has identified several needs for School Boulevard improvements: • Improve Safety • Provide for existing and future economic growth of the area • Improve pavement condition of existing roadway To address these needs the proposed improvements include the removal of an all -way stop controlled intersection and for the installation of a single lane roundabout at School and Cedar. The pavement between Edmonson Avenue and TH 25 on School Boulevard is also in need of replacement which would be included as part of this project. Purpose The purpose of the project is to improve the safety at the intersection of School Blvd and Cedar Street by installing a single lane roundabout at the intersection. The roundabout will also improve the forecasted LOS due to increased demand. Page 2 October 2022 7. PROJECT QUALIFICATIONS A. Access and Mobility Explain how the project increases the accessibility and mobility options for people and freight. The City of Monticello has adopted a small area plan (SAP) for the Pointes at Cedar which is an approximately 100 -acre area adjacent to proposed project. The small area plan redefines this 100 -acre area in the center of the city as a mixed-use area. Before the SAP, the site was zoned commercial and vacant for many years, likely due to the change away from big -box retail. The Pointes' small area plan identifies areas for residential, commercial retail, and professional office uses. The plan focuses heavily on multi -model and recreation amenities to create a destination location not only for the area residential properties but for the region. This plan has been supported by citizen steering committees and adopted by the City Council, resulting in rezoning this area and the construction of residential and smaller commercial projects. The traffic impact study for the small area plan shows the LOS for the 2040 build condition will be level D overall and level E for the worst movement at the intersection of School and Cedar. The study also shows that a roundabout will improve the overall level of service for the 2040 build condition to be level B and the worst movement to be level C. The 2040 projected traffic volume for School Boulevard is expected to have an AADT of 12,000. B. System Connectivity Explain how the project enhances the integration and connectivity of the transportation system for people and freight. School Boulevard is a critical link for both vehicle and pedestrian access through Monticello and for the larger regional roadway network. School Boulevard is classified as an Urban Minor Arterial on MNDOT's functional classification map and connects two major regional corridors - TH25 and CSAH 18. The Wright County Long Range Transportation Plan adopted in 2020 identified School Boulevard between Fenning Avenue and TH 25 as a roadway for a future jurisdictional transfer from the City to the County. The roadway would remain as a Minor Arterial on the county's system. The roadway is currently a 10 -ton roadway and would remain as a 10 -ton roadway with this project, making it an important corridor for freight movement. The improvements will reduce intersections delays to help move people and freight between these two corridors. In addition, School Boulevard serves as a primary east -west connection through the community, providing direct access to major Monticello School District facilities. A roundabout at this location will create opportunity for safer multi -modal crossings and enhance traffic flow along this major route serving residential, commercial and school uses.. C. Multimodal Explain how the project promotes walking, bicycling, transit, and other modes as an integral component of the transportation system. The existing roadway has existing pathway and sidewalk on either side of the road to promote walking and bicycling as a multimodal facility. However, the crossings at this specific intersection are approximately 100' in width with multiple turn lanes at each leg of the intersection, making it a significant barrier for pedestrians and bicycles. There was a vehicle/pedestrian injury accident in 2020 at this intersection. The proposed project will shorten the pedestrian crossings and allow pedestrians cross only one direction of travel at a time. The intersection is adjacent to many existing commercial businesses and a 150+ unit apartment complex was recently constructed within % mile of the intersection. Two additional multifamily projects have recently been approved by City Council within the immediate vicinity, which will total approximately 300 additional units within % mile of the intersection. These projects will create an increase in both vehicle, pedestrian and bicycle volumes. The amount of pedestrian traffic in this area is also expected have additional significant increase with further development in the Pointes at Cedar. The small area plan identifies an additional 500 residential units and 370,000 square feet of commercial buildings within % mile of the intersection. This is a common corridor that our regional transit provider, Trailblazer Transit uses on their daily routes. R7W STBGP Application - Page 3 October 2022 D. System Condition Explain the current system conditions and how this project will preserve or enhance the transportation infrastructure and/or operations. In addition to the improvement to traffic flow and safety through roundabout construction, this project will enhance the transportation infrastructure by improving the pavement condition for School Boulevard. This will be accomplished by reclaiming this portion of roadway. The pavement rating for this 28 -year-old roadway averages a pavement rating of 56 out of 100. E. Safety Explain how the project or elements of the project may improve safety. School Boulevard is one of the busiest non-state/county roadways located in the City of Monticello and has traffic volumes greater than many Wright County roadways with traffic volumes over 8000 vehicles per day. With retail businesses including Walmart, Kwik Trip, Aldi, and others accessing School Boulevard at Cedar Street this becomes a busy intersection that has a high accident rate. The city has completed several projects to increase the safety at this intersection. These improvements have included installing an all -way stop controlled intersection, installing turn lanes for all directions, installing center medians, crosswalk installation, intersection lighting, pathway lighting, etc. While these improvements have helped increase safety, the improvements were installed over 10 -years ago. This intersection has become increasingly congested, and accidents have continued to occur. Over the last 10 -years 38 accidents have occurred within the project area with most primarily occurring at the intersection of School Boulevard and Cedar Street. Seven of these accidents have resulted in injuries. To address the issues, several intersection improvements were reviewed, and it was determined that the construction of a roundabout would provide the largest benefit/cost for this intersection. The Pointes at Cedar SAP recommended the installation of a roundabout at this intersection and the City's 2040 Comprehensive Plan recommends improvements to increase safety for all users of the City's roadway network. The proposed improvements will bring all intersections up to current ADA standards and provide a significant opportunity to address safety and traffic management. Many studies available in the Highway Safety Manual indicate that roundabouts can reduce overall accident rates by 50%. Economic Vitality Explain how the project supports the economic development and job retention/creation goals in the community and region. The proposed project supports an existing major commercial business in the area by enhancing access for all transportation modes. In addition, the proposed improvements will be an asset to the Pointes at Cedar project. The Pointes' SAP which in total identifies 850 residential units and 370,000 square feet of commercial buildings. The full buildout of the Pointes at Cedar area will require 3-4 roundabouts and other transportation improvements. The intersection of School Boulevard and Cedar Street has the highest ADT of any of the intersections that will need improvements in the area. One of the goals of The Pointes SAP is "To support the mixed-use neighborhood, desired commercial uses are those that promote high levels of employment and consist of or support hospitality and recreational uses. These include restaurants and entertainment venues. Due to the extensive exposure of the commercial buildings in The Pointes area, business building design and use will present a public face in all directions, with attention to architectural opportunities presented by the service portions of the buildings." Transportation solutions which increase safety, reduce delay, and mitigate traffic flow interruption will be an important factor in The Pointes at Cedar. This project is aimed directly at that goal. Page 4 October 2022 G. Equity What was the last programmed fiscal year your jurisdiction received federal aid for a construction project and what was the amount you received? The City received a Federal Transportation Alternatives project in 2021 for an amount of $330,051. H. Cost Justification Explain why the project is a sound investment for the region. What cost alternatives have been evaluated? This project will greatly increase the safety and operation of the intersection of School Boulevard and Cedar Street. The project will also help with increasing the pavement condition of this section of School Boulevard that needs repair. For the intersection control a mini -roundabout and a traditional single -lane roundabout alternatives were explored. The installation costs of the single lane roundabout are more but given the traffic volumes and amount of available right-of-way at this intersection a single lane roundabout was determined to provide the best cost -benefit for improvements at this intersection given the current and projected traffic volumes. 8. COST SUMMARY Item I AmountL�� % of Total Federal Funds Rec uested Maximum 80% / Minimum 30% Local matchingFunds unds 9. RIGHT OF WAY NEEDS (C Total Eligible Costs W that apply) Property to be purchased? ❑ Yes ® No Donated property ❑ Yes ® No 10. PROJECT TIMELINE Phase Environmental Document Com Construction Plan Pre an Right of Way A iuired Construction Start Estimated ect Duration leted 11. SUPPORTING PROJECT DETAILS $1,416,000 1 80% $354,000 20% $1,770,000 100% Easement(s) needed? ❑ Yes ® No Relocations anticipated? ❑ Yes ❑ No Estimated Month / Year Completed February / 2024 October / 2024 NA/NA May / 2025 6 Months A. Is the project identified in an approved or adopted statewide, regional, or local plan? ® Yes ❑ No If yes, please list all relevant plans: Pointes at Cedar Small area plan, Monticello 2040 Community Vision, and Comprehensive Plan B. Has your agency developed a financial strategy to match the federal funds and any additional funding necessary to complete your proposed project? ® Yes ❑ No If no, please explain: Page 5 October 2022 C. If successfully funded, is your agency considering accelerating the project development and construction using Advance Construction? ® Yes ❑ No If yes, please list planned year of construction: 2025 D. Which environmental document path will the project likely follow? (if unsure, consult with the District State Aid Engineer.) ® Project Memo ❑ Environmental Assessment ❑ Environmental Impact Statement 12. ADDITIONAL PROJECT DETAILS (optional) The applicant recommends that this project be selected for federal funding and attests a commitment to the project's development, implementation, construction, maintenance, management, and financing. Signature Title ' —V%; e. Date The sponsor will also be responsible for assuring future maintenance of the completed project by resolution and any additional costs associated with the project not covered by its request. Page 6 October 2022 ham" lit � ti GLY;�3CL-3 .a.fell `,. O { p AWE 7 If a • r o _ ti ti ,t�. • =�,� = O Jo VOW Ir " Proposed Roundabout Y> ,i -VrD 'No, Reclaim and Pave Area CITY OF Project Location Map �Monticdo � School Boulevard Improvements Monticello, MN 0 400 Feet WS b 1 inch = 400 feet City Council Agenda: 7/10/2023 2L. Consideration to adopt Resolution 2023-63 approving an extension to October 30, 2023 for the Haven Ridge 2"d Addition Final Plat and Development Contract and Planned Unit Development Agreement. Applicant: Marc Schulte (Haven Ridge LLC) Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Project Engineer ACTION REQUESTED Motion to adopt Resolution No. 2023-63 approving an extension of the final plat and development contract and planned unit development agreement approval to October 30, 2023 for Haven Ridge 2nd Addition, contingent on compliance with the conditions listed in Exhibit Z and identified in said resolution. REFERENCE AND BACKGROUND The City Council is asked to grant an extension for recording the final plat of Haven Ridge 2nd Addition, with companion development contract and planned unit development agreement. The City Council approved the Final Plat, Rezoning to PUD, Final Stage PUD and Development Agreement for Haven Ridge 2nd Addition, a 59 -unit single-family residential subdivision, on July 25, 2022. The rezoning ordinance was published and the land area to be platted as Haven Ridge 2nd Addition is zoned PUD. Monticello Subdivision Ordinance section 152.027(E) requires the following: Recording final plat. (1) If the final plat and development agreement are approved by the City Council, the applicant shall record them with the County Recorder within 365 days after the approval or approval of the final plat shall be considered void, unless a request for a time extension is submitted in writing and approved by the Council. The applicant shall, immediately upon recording, furnish the Zoning Administrator with a print and reproducible tracing of the final plat showing evidence of the recording. The approved development contract and planned unit development agreement for Haven Ridge 2nd Addition also allowed the developer up to 365 days to record the plat and development agreement. The Developer is requesting an extension past this one-year period as allowed per ordinance. The developer notes that it is his intention to work with a buyer who City Council Agenda: 7/10/2023 will pursue development of the 2nd Addition. The preliminary plat approval of the full planned Haven Ridge development is valid for 10 years, to July 2029. Staff recommends the extension of the Haven Ridge 2nd Addition final plat approval only through October 30, 2023, which aligns with approved wetland permitting for the project. Haven Ridge 2nd Addition includes both impact and restoration of wetland within the plat area. The current Haven Ridge wetland delineation is valid through October 30, 2023; therefore, the final plat extension should be valid only until that time. Proof of wetland delineation extension or updated delineation would allow consideration of any future extension request. Staff's recommendation for extension to October 30, 2023, is also conditioned on the developer's compliance with current permitting for wetland impact. Second, the recommendation for extension through October is contingent on an update to the development agreement and planned unit development contract to reflect 2023 construction costs for purposes of security calculation and prevailing rates for trunk utility charges. All other conditions of approval for Haven Ridge 2nd Addition as approved on July 25, 2022, are also applicable and included in the resolution for consideration. A separate item for consideration of assignment of the development to a new developer is on the July 10, 2023, City Council agenda; the same conditions will apply should the Council approve that transfer. I. Budget Impact: There is no fee or escrow required for consideration of a final plat extension. II. Staff Workload Impact: Approximately 2 hours of staff time was spent researching and drafting the extension request report. III. Comprehensive Plan Impact: The proposed plat extension is consistent with Monticello 2040 Comprehensive Plan's land use guidance. The extension request concerns the timeline for recording of the plat and corresponding development agreement. Currently the developer is proposing no changes to the approved preliminary or final plat. STAFF RECOMMENDED ACTION City staff recommends approval of an extension of the final plat approval for Haven Ridge 2nd Addition to October 30, 2023. The extension allows the developer adequate time to continue planning for development of the final plat, while maintaining compliance with current wetland permit approvals. SUPPORTING DATA A. Resolution 2023-63 B. Aerial Image C. Request for Extension D. Approved Final Plat City Council Agenda: 7/10/2023 E. Approved Resolutions 2022-085 and 2022-086 F. Exhibit Z EXHIBIT Z Extension of Plat Approval and Development Contract and Planned Unit Development Agreement for Haven Ridge 2nd Addition 1. Compliance with the conditions listed in Resolutions 2022-085 for approval of the Final Plat and Development Agreement for Haven Ridge 2nd Addition and Resolution 2022-086 for approval of the Final Stage PUD for Haven Ridge 2nd Addition, both approved on July 24, 2022. 2. The Developer shall execute and record the updated Development Agreement and Planned Unit Development Contract for the proposed Haven Ridge 2nd Addition plat, including updates to estimated construction costs, required securities, trunk area charges based on prevailing 2023 rates, and any necessary consents. Such updates and consents shall be subject to the comments of the City Attorney. 3. The Developer shall comply with required and approved wetland permits as related to the proposed plat, and with those comments of the City Engineer related to wetland mitigation, buffers, and restoration, with any substantive changes or alterations resulting from compliance requiring a plat amendment. 4. The Developer shall supply the required securities as detailed within the development agreement for wetland review, inspection and management. 5. For lots impacted by wetland buffers, at the time of building permit, applicants shall submit a lot survey that shows the buffer in addition to the conservation easements. 6. The Developer shall provide legal descriptions, exhibits and legal descriptions for all conservation easements and wetland buffers, which shall be recorded against all applicable lots and marked with posts within the development. 7. The applicant is required to address any remaining comments of the EAW which are applicable as on-going conditions. 8. Compliance with issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer, according to the Engineer's letter dated August 11, 2022 including subsequent review comments corresponding to plan changes. 9. Consideration of comments of other City Staff. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-63 APPROVING AN EXTENSION OF THE FINAL PLAT AND DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT APPROVAL FOR HAVEN RIDGE 2nd ADDITION TO OCTOBER 30, 2023 WHEREAS, the applicant seeks to develop a portion of the property legally described as Outlot D, Haven Ridge; and WHEREAS, the applicant submitted a request for Final Plat to plat said property into fifty-nine parcels, and develop it for single family residential use and related public amenities; and WHEREAS, the site is guided for residential uses as Low Density Residential in the City's Comprehensive Plan; and WHEREAS, the proposed Final Plat is consistent with the approved and amended Preliminary Plat of Haven Ridge for long-term use and development of the property for residential uses; and WHEREAS, the Planning Commission held a public hearing on June 7, 2022 on the replat of the 2nd Addition area and development stage planned unit development for Haven Ridge and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council considered all of the comments and the staff report of June 7, 2022 an July 25, 2022; and WHEREAS, on July 25, 2022 the City Council approved the Final Plat and Final Stage PUD of Haven Ridge 2nd Addition, with companion Development Contract and Planned Unit Development Agreement for Haven Ridge 2nd Addition providing for the specific terms and conditions for plat development and public improvements; and WHEREAS, Haven Ridge LLC has submitted a written request for extension of the approval of the Final Plat and Development Contract; 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 approval of extension request: The Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of residential uses in appropriate locations. 2. The proposed improvements on the site under the Preliminary and Final Plat are consistent with the needs of the development in this location and other parcels in the area. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The Plat provides an opportunity to support district -wide improvements and will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the City Council approves an extension of the Final Plat approval for Haven Ridge 2nd Addition to October 30, 2023, subject to the conditions of Exhibit Z of the staff report as follows: 1. Compliance with the conditions listed in Resolutions 2022-85 for approval of the Final Plat and Development Agreement for Haven Ridge 2nd Addition and Resolution 2022-86 for approval of the Final Stage PUD for Haven Ridge 2nd Addition, both approved on July 24, 2022. 2. The Developer shall execute and record the updated Development Agreement and Planned Unit Development Contract for the proposed Haven Ridge 2nd Addition plat, including updates to estimated construction costs, required securities, trunk area charges based on prevailing 2023 rates, and any necessary consents. Such updates and consents shall be subject to the comments of the City Attorney. 3. The Developer shall comply with required and approved wetland permits as related to the proposed plat, and with those comments of the City Engineer related to wetland mitigation, buffers, and restoration, with any substantive changes or alterations resulting from compliance requiring a plat amendment. 4. The Developer shall supply the required securities as detailed within the development agreement for wetland review, inspection and management. 5. For lots impacted by wetland buffers, at the time of building permit, applicants shall submit a lot survey that shows the buffer in addition to the conservation easements. 2 6. The Developer shall provide legal descriptions, exhibits and legal descriptions for all conservation easements and wetland buffers, which shall be recorded against all applicable lots and marked with posts within the development. 7. The applicant is required to address any remaining comments of the EAW which are applicable as on-going conditions. 8. Compliance with issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer, according to the Engineer's letter dated August 11, 2022, including subsequent review comments corresponding to plan changes. 9. Consideration of comments of other City Staff. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development for Haven Ridge 2nd Addition," with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved for extension of recording to October 30, 2023. ADOPTED this 10th day July, 2023, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL 3 Lloyd Hilgart, Mayor Consideration of Rezoning to PUD, Dev. Stage PUD, Preliminary and Final Plat of Haven Ridge for Replat of Haven Ridge 2nd Addition Created by: City of Monticello a HAVEN _R I D G E - Marc Schulte Mobile: (952) 657-9590 M areschulte911 @gmail.com 7,5/2023 Angela Schumann City of Monticello 505 Walnut St. Monticello. MN, 55362 Subject: Plat extension Request Dear Angela. I would like to request a plat extension for Haven Ridge 2" addition. The last year has created some unforeseen challenges limiting our ability to complete this addition in the originally planned time frame. We are selling the 2r' addition to Tamarack Development and they will be moving forward with addition 2 -in 2023. Sincerely, Marc Schulte 4285 Lexington Avenue North • St. Paul, ION 55126 - P 651-4153800 • www.ulteig.com HAVEN RIDGE 2ND ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Haven Ridge, LLC, a Minnesota limited liability company, owner of the following described property. Outlet D, HAVEN RIDGE, according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as HAVEN RIDGE 2ND ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown on this plat. In witness whereof said Haven Ridge, LLC, a Minnesota limited liability company has caused these presents to be signed by its proper officer this day of 20 HAVEN RIDGE, LLC Mark Schulte, President STATE OF COUNTY OF This instrument was acknowledged before me this day of Company, on behalf of the company. Signature 20_ by Mark Schulte, President of Haven Ridge, LLC, a Minnesota limited liability Printed Name Notary Pu bre, County, My commission expires I, Thomas R. Balluff, 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 o,rect representation of the boundary survey, that all mathematical data and labels are rectly designated on this plat; that all monuments depicted on this plat have been, o will be correctly set within one year; that all water boundaries and wet lands, as defined inorMinnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled an this plat; and all public ways are shown and labeled on this plat. Dated this day of 20— Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 STATE OF MINNESOTA COUNTY OF The foregoing Surveyors Certificate was acknowledged before me this day of 20_ by Thomas R. Balluff, Land Surveyor, Minnesota oLicense N. 40361. Signature Printed Name Notary Public, County, My commission expires PLANNING COMMISSION, MONTICELLO, MINNESOTA Be it known that at a meeting held on this day of 20_ the Planning Commission of the City of Monticello, Minnesota, did hereby revew and approve this plat of HAVEN RIDGE 2ND ADDITION. By: I Chairperson By. Secretary CITY COUNCIL, MONTICELLO, MINNESOTA This plat of HAVEN RIDGE 2ND ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR 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 AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20on 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 By: Wright County Auditor/Treasurer Deputy 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 oclack .M. and was duly recorded in Cabinet No. Sleeve s Document No. Wright County Recorder VICINITY MAP DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 6 J L — — — — — being 6 feet in width, and adjoining side lot lines, and 12 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. Bearing Orientation: The West line of Outlet D. HAVEN RIDGE is assumed to bear North 02 degrees 06 minutes 16 seconds East. Denotes 5/8 inch by 14 inch Rebar, set or to be set within O oneyear of recording of this plat and marked with license number 40361 • Denotes Found 5/8 inch by 14 inch Rebar, marked license number 40361, unless noted otherwise FL_ _—J Denotes wetlands delineated by Kjolhoug Environmental Services Company in 2018 0's2� ed, 0 � a0 14 7 \ INUI IV SCALE) -__-__^ 15 �y I I RLS 17549 J z 2 16 v 17 9 --- 18 19 20 Z �u 10 193.15 % a ^�� 1 g`L"O 51.07 N88°45'23"W_; R=111.98 '' \ B \ \\\ \\\\ gam\\ \\ �\ mO City Minnesot ,---------- �=26°07'48 \� \ \ � I of Monticello, a Section 24, Township 121, Range 25 \ \ Ay Bo _ 1000 __ r7 rl V \ S87°53'44"E \ \ `-----" 500.70 \ j1 `�\\ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ N `\ aoW 7J m v 2 3 4 5 6 S63 �1n ti Oo \\ i 4J n r- 7 ¢620y n f ,� Ot> /xif� ST Ids �po 87TH STREET 9 NE INSET 'A' on tel q zM l0 h p (SEE SHEET 2 OF 3 2g T SHEETS FOR DETAILS) s / I 1 2 3 11 4 � 1�sSS e \`\ 5 6 25 — Ino , T � ,� L C T 7 12 315.00 °W 8 �i 24 \ `. -� N87°53'44 13 a�� \\ 9 INSET'B' 0ryh� y cam 14 23 (SEE SHEET 3 OF 3 � SHEETS FOR DETAILS) woTH VARIES -'y 10 h� ' 15 � OON LRS 22 4 11 Cn�� 16 21 5 row � W 12 17 6 3 a 13 18 19 20 '00 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 6 J L — — — — — being 6 feet in width, and adjoining side lot lines, and 12 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. Bearing Orientation: The West line of Outlet D. HAVEN RIDGE is assumed to bear North 02 degrees 06 minutes 16 seconds East. Denotes 5/8 inch by 14 inch Rebar, set or to be set within O oneyear of recording of this plat and marked with license number 40361 • Denotes Found 5/8 inch by 14 inch Rebar, marked license number 40361, unless noted otherwise FL_ _—J Denotes wetlands delineated by Kjolhoug Environmental Services Company in 2018 0's2� ed, 0 � a0 14 7 ClimN N 15 8Z RLS 17549 J z 2 16 v 17 9 --- 18 19 20 Z �u 10 193.15 % a ^�� 1 g`L"O 51.07 N88°45'23"W_; R=111.98 '' Cif'Y �1�✓1�. 06 N MSO C.8rg.=N11°74'O5"W ,---------- �=26°07'48 \� C.L.=50.63 tr, ✓�9,0 I1 � v �ry ^3�tyro• °? 3 \ N i� 13 Ao 12 h � I 12-8 ----------- ti 0°57'2a 96,42G---- I GRAPHIC SCALE N79°35'44 W 0 50 100 zoo (SCALE IN FEET) 1 INCH = 100 FEET CARLSON ��N WCAI N ENGINEERING \ SURVEYING \ENVIRONMENTAL 11 T 1 OF 3 SHEETS HAVEN RIDGE 2ND ADDITION INSET A _ S87°53'44"E 0 76.00 ry 500.70 62.00 6a2.00 62.00 N o � N R -Drains N O i°00 ----- 17162.20-� 1 d �>20.00 15.00<� Util't -- 9e r-- Y-1 seine 94.57 -- rTEa M �i o o N87°29'38'3S, n sea 3s•56..E� ,7.946E 7s = v w "4, yFoe Z °0 v c� 1 of2 0 io 0l �= = 3 to of e / / 34.86 i-_-) /�� Ssq° ej°e°r•� s%StJe w / 83Bs M`ti/ y - yQ N a �I I� 4 5 fl Iz ^I �I .-/ 564°38'51•,E 0l If o sss'e y' 8 m/ /� o/ °q sg Iz o �1 I� 7 ^ a e / x32s 8 I 17 L-.00 L L // co°'�'°�B3 s2 pe6 I 76.00 ----J -----J L---- J 62.00 62.00 62.00 L - - - - 62.00 �, /•` A 9O SF 9 / \ \ ° \ L4z-7 W $ L=45.75 i�° ., / / 1 / 7° / \ i ���- °o =5Sg5g8 / / 9 ° O n 87TH STREET NE F°P °-- Ld o i0C� ---_----- n 0 335_.24 _-__ 58T5;f'44'E - - - - - �I (o �'S• /� '�,/ // /h \ S'9°x °� ` Sg \2q, /k'>- \ 6 s• _ 90s° Z 76.00 Mlr 6200 6200 62.00 \ I \dam ( \ 6 \2 �o \g0. / / 10 h fol T_73.24 r----� r----� r----- `S9 I 1=85.9 8 / i°i a"\ DRAINAGE AND UTILITY I 1 I I I I I 22p238••� ti / , < s\ /6T, 9°90\ ' m k a• EASEMENTS ARE SHOWN THUS: S 0. aa o 1 81 I� 2 0l I OI �I dw -,I o a of r of r 3 4 0l el to °I Io io of of �I to /�,6s 0 6' o/ /3 /� \ a J �' I' IF -6 ---f Y �' J 7 ;o 12 - - - -- L _ _ _ _ J L - - I L J L 1 / / j /�� A,\ \10 0,0 ^ \ L being 6 feet in width, and adjoining side lot lines, 12 feet in 76.00 - - - - - - - J .0 62.00 62.00 62.00 53.00 I / / / /�� \ j \� o n "o i' i a, ` / �1k u a \ ' and width and adjoining right of way lines and rear lot lines unless otherwise shown on 315.00 _, \ / / /S5 N 96 8 this plat. N87°53'44"W �/ // ' ti 9 2p 3g / �6%h'_� _/ '�' X6'6 � j1 6p <t \ �� h6 / �\ SS 9 14 0 10 -- \ sw 3O 15 , �� e s -4 ,b,) fY0 up. S� ? a w/' \> 18 \mss l ISN. 56k 2z \.O \ < yc'y a+ :� \P m \\ i c 3D \\ /�/ 58865.03 ^E \ M/_ ,49'j1 L=7 26 , / .25 60.77 n V'' -- 30 \ �' / 0 / I I 39 65.01 540/ -%^ • / p0 y 12 x=01 r`-17.15 � � p N12°32.12'•W 6'\' ////2k 170�� � s �12 02: s \ / 5606 / 18 yao/a13 �II os 3 97py '0/ 19 $ 20 X59 I I � `10034 12 GRAPHIC SCALE 0 25 50 100 ��`y / / / do\S6,>:f� n, 3 14 93 O / / 09\'3s 40• t V� - -1 L - - - - - - i'I J -,17.45 i 55.19 83.54 S02°02'41•'W s - 138.73 ' �Re / 5k / �\\_ �S N88°45'23•'W M� (SCALE IN FEET) 1 INCH = 50 FEET S �. ,5 r' / /p, _ gt�2S` BS9 \ ��/ k,�`v a�°'� 5<�\ /X/ 15 y 0^/ / 56.23 BS / 9,7°7 n S88°45'23'•E 137.89 M<'l/yam / L= /- _56.73 -� 90.63 / =09°5 '0'- \ 18 -k 71 -47.26 f e F- - - - - - - - HAVEN Dearing Orientation: The West line of Outlotdegrees y 7 s, /-k-x"02 R9o02 26•."' �Mo / / 2 `�° 0 RIDGE is assumed to bear North 02 degrees O6 minutes 16 East. 2 / /3 I s seconds 17 /N I I� o, \ 3 3 Denotes 5/8 Inch by 14 inch Rebar, set or to be set within � / / ^l / 18 0 282 / el Iry 19 0 M a h of > 20 ' O one year of recording of this plat and marked with license number 40361 / / rn ��/ 70 Ns343 ¢? Denotes Found 5/8 Inch by 14 Inch Rebar, marked license number 40361, unless noted otherwise /1' JO 46.98 J N% L -----J L ------J12 r _� Services Company delineated by KJolhaug Environmental J Bt 34.52 %8' 2w __ 69.95 88.68 CARLSON 193.15 N88°45'23"W WCAI N ENGINEERING \ SURVEYING \ENVIRONMENTAL SHEET 2 OF 3 SHEETS / =V/ S02°49'04"E 377.06 as 1s HAVEN RIDGE 2ND ADDITION INSET Bearing Orientation: The West line of Outlot D, HAVEN RIDGE is assumed to bear North 02 degrees 06 minutes 16 seconds East. Denotes 5/8 Inch by 14 Inch Rebar, set or to be set within O one year of recording of this plat and marked with license number 40,361 0 Denotes Found 5/8 inch by 14 inch Rebar, marked license number 40361. unless noted otherwise r I Denotes wetlands delineated by Kjolhaug Environmental _ J Services Company in 2018 Z� GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5 I I n r-6 n being 6 feet in width, and adjoining side lot lines, and 12 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. CARLSON ��N WCAI N ENGINEERING \ SURVEYING \ENVIRONMENTAL SHEET 3 OF 3 SHEETS CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-85 APPROVAL OF A FINAL PLAT FOR THE HAVEN RIDGE 2ND ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT AND DEVELOPMENT AGREEMENT WHEREAS, the applicant has submitted a request for a Final Plat, amending a prior preliminary plat through PUD, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, PUD flexibility is requested to help cover unusual additional costs from the crossing of the powerline and gas line easements for a 350 foot street extension with no developable frontage, combined with costs to raise the power lines to create clearances required by the easement holders; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 2022 on the preliminary plat 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 recommended approval of the preliminary plat of Haven Ridge 2nd Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-85 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. 2. The proposed Final Plat incorporates standards of the PUD applicable to the R-1 and T -N zoning districts which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE /T RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Plat of Haven Ridge 2 n Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The plat is contingent on approval of the Development Stage PUD. 2. The plat's outlot naming protocols (and those of other portions of Haven Ridge) shall be consistent with the requirements of the Wright County Surveyor's and/or Recorder's office, and shall be adjusted per their requirements as necessary, without need for further Council action. In this regard, the development agreement also requires that Outlot E of the plat of Haven Ridge is replatted with a future phase. This will allow the outlot to be incorporated into park dedication, assessment and stormwater calculations are needed. 3. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. C. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front -facing surfaces. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-85 g. Livable portions of the home exposed to the front street will span no less than 40% of the width of the structure, with designs to be approved through the PUD process. (Modified following Planning Commission meeting) h. Usable front porches or similar features. Front entry doors no greater than 6 feet farther back from the garage doors. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. k. Driveway standards per the R-1 District. (Added since the time of the Planning Commission for clarification.) 4. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 5. Comments and recommendations of the City Engineer in their letter dated July 20, 2022. 6. Comments and recommendations of other staff. 7. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development for "Haven Ridge 2nd Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 25th day of July 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: JJ4rSCity Clerk MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Ma or 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-86 APPROVAL OF A FINAL STAGE PLANNED UNIT DEVELOPMENT FOR THE HAVEN RIDGE 2"D ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a Final Plat, amending a prior preliminary plat through PUD, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, PUD flexibility is requested to help cover unusual additional costs from the crossing of the powerline and gas line easements for a 350 foot street extension with no developable frontage, combined with costs to raise the power lines to create clearances required by the easement holders; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 2022 on the Development Stage 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 recommended approval of the preliminary plat and Development Stage PUD of Haven Ridge 2nd Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-86 WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the Final Stage PUD approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 2. The proposed Preliminary Plat incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE /T RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Stage PUD for Haven Ridge 2nd Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The plat is contingent on approval of the Development Stage PUD. 2. The plat's outlot naming protocols (and those of other portions of Haven Ridge) shall be consistent with the requirements of the Wright County Surveyor's and/or Recorder's office, and shall be adjusted per their requirements as necessary, without need for further Council action. In this regard, the development agreement also requires that Outlot E of the plat of Haven Ridge is replatted with a future phase. This will allow the outlot to be incorporated into park dedication, assessment and stormwater calculations are needed. 3. The PUD is conditioned on buildings and streetscape generally following the standards of the TA. Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. C. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front -facing surfaces. PA CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-86 g. Livable portions of the home exposed to the front street will span no less than 40% of the width of the structure, with designs to be approved through the PUD process. (Modified following Planning Commission meeting) h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. k. Driveway standards per the R-1 District. (Added since the time of the Planning Commission for clarification.) 4. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 5. Comments and recommendations of the City Engineer in their letter dated July 20, 2022. 6. Comments and recommendations of other staff. 7. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 25th day of July 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: MONTICELLO CITY COUNCIL By: Lloyd Hilgart, May r 3 City Council Agenda: 7/10/2023 2M. Consideration to adopt Resolution 2023-64. aaaroving assignment/transfer of the Haven Ridge 2nd Addition Plat and PUD approvals and Development Contract and Planned Unit Development Agreement for Haven Ridge 2nd Addition to Tamarack Land — Haven Ridge, LLC, including updates to the Development Contract and Planned Unit Development Agreement Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 7/10/23 ❑ Regular Agenda Item Reviewed by: Approved by: City Attorney, Finance Director City Administrator Motion to adopt Resolution 2023-64, approving assignment/transfer of the Haven Ridge 2nd Addition plat and PUD approvals and corresponding Development Contract and Planned Unit Development Agreement to Tamarack Land — Haven Ridge, LLC, including updates to the Development Contract and Planned Unit Development, contingent on the conditions of Exhibit Z of this report, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments to the Development Contract and Planned Unit Development necessary to more fully execute the intention of the City Council with respect to the Haven Ridge 2nd Addition plat and PUD, including direction by the City Attorney as related to the required consents. PREVIOUS COUNCIL ACTION January 13, 2020: Approved the plat of Haven Ridge and related Development Agreement April 26, 2021: Approved the plat of Haven Ridge 2nd Addition and related Development Agreement July 25, 2022: Approved Final Stage Planned Unit Development, Final Plat and Development Agreement, and Rezoning to Planned Unit Development for Haven Ridge 2nd, amending the prior 2nd Addition plat from 47 units to 59 units REFERENCE AND BACKGROUND Property: PID: 155259000040 (Outlot D, Haven Ridge), including grading on City outlots in conformance with approved plans for stormwater and wetland management Planning Case Number: 2023-29 City Council Agenda: 7/10/2023 Deadline for Decision: N/A Land Use Designation: Low -Density Residential Zoning Designation: Haven Ridge 2nd Addition Planned Unit Development District Overlays/Environmental Regulations Applicable: Wetland Permitting Project Description: 59 -unit single-family residential plat and PUD ANALYSIS The Haven Ridge 2nd Addition Final Plat and PUD were approved under an application submitted by Marc Schulte/Haven Ridge, LLC. The most recent approvals in June and July of 2022 were granted for a replat of a portion of the Haven Ridge from 47 lots to 59 lots, a final plat for this area (which is the 2nd Addition) and corresponding planned unit development for the 59 -lot 2nd Addition. Haven Ridge, LLC has not yet executed and recorded the plat or development contract. The prior approval allowed up to 365 days to record the plat and contract. A new development entity, Tamarack Land — Haven Ridge, LLC, is seeking to have the land use approvals and development contract for the Haven Ridge 2nd Addition plat and PUD transferred to them for development of the site. Tamarack Land — Haven Ridge, LLC submitted a letter of request for the transfer. In transferring the development contract and entitlements for the plat and PUD approvals, Tamarack Land — Haven Ridge, LLC will be required to meet all prior conditions and comments of the Haven Ridge 2nd Addition plat and PUD approvals and the terms and conditions of the approved development contract. This consideration also includes application of those conditions established by the plat extension request submitted for Council consideration as part of the July 10, 2023, agenda. As the 2nd Addition Development Contract and Planned Unit Development Agreement were not yet executed, the contract presented for Council consideration is updated to reflect the transfer for development of the site to Tamarack Land — Haven Ridge, LLC as the developer entity. The contract also includes updates to reflect 2023 construction cost estimates for purposes of security calculation, updated security amounts, and prevailing rates for trunk utility charges. Tamarack Land — Haven Ridge, LLC has provided the updated construction cost estimates. Finally, the City Attorney's office recommended additional language should the developer choose to have the trunk area charges and park dedication assessed and the necessary property interest consents. City Council Agenda: 7/10/2023 It should also be noted that the ownership signatures on the plat will need to reflect accurate property ownership at the time of plat. Tamarack Land — Haven Ridge, LLC indicated an intent to grade the site in late July or early September. With this assignment/transfer, the new developer is accepting the plat and PUD of Haven Ridge 2nd Addition as previously approved. Tamarack Land — Haven Ridge, LLC has reviewed the design standards associated with the Haven Ridge 2nd Addition and understands that an amendment to the approved PUD is required for flexibility from these standards. Any amendment is a separate, future consideration of the Council. Tamarack Land — Haven Ridge, LLC submitted an application for some modification to these standards for consideration by the City in August of 2023. I. Budget Impact: Costs for the consideration will be billed to the project deposits associated with the plat, which are specified in the development contract. II. Staff Workload Impact: Approximately 5 hours were spent in the review and preparation of this report, including time on the part of the City Attorney's office. III. Comprehensive Plan Impact: The Monticello 2040 Plan guides the site for low density residential uses. The proposed consideration will not impact the site's compliance per PUD with the 2040 Plan's guidance. AFF RECOMMENDED ACTION City staff recommend approval of transfer of the Haven Ridge 2nd Addition plat and PUD approvals and corresponding development contract to Tamarack Land — Haven Ridge, LLC. Staff's recommendation is contingent on the application of all previously assigned terms and conditions for the Haven Ridge 2nd Addition, those established by the plat extension per Resolution 2023-64 and those in Exhibit Z of this report. SUPPORTING DATA A. Resolution 2022-64 B. Letter of Request C. Development Contract and Planned Unit Development Agreement, Updated D. Finance Plan, Updated E. July 25, 2022 City Council Agenda: ci.monticeIlo.mn.us/Agenda Center/ViewFile/Item/436?fileID=5028 City Council Agenda: 7/10/2023 EXHIBIT Z ASSIGNMENT/TRANSFER OF THE HAVEN RIDGE 2ND ADDITION PLAT AND PUD AND DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT FOR HAVEN RIDGE 2ND ADDITION TO TAMARACK LAND — HAVEN RIDGE, LLC 1. Compliance with the conditions listed in Resolutions 2022-085 for approval of the Final Plat and Development Agreement for Haven Ridge 2nd Addition and Resolution 2022-086 for approval of the Final Stage PUD for Haven Ridge 2nd Addition, both approved on July 25, 2022. 2. The Developer shall execute and record the plat and updated Development Agreement and Planned Unit Development Contract for the proposed Haven Ridge 2nd Addition plat, including updates to estimated construction costs, required securities, trunk area charges based on prevailing 2023 rates, and any necessary consents. Such updates and consents shall be subject to the comments of the City Attorney. 3. The Developer shall comply with required and approved wetland permits as related to the proposed plat, and with those comments of the City Engineer related to wetland mitigation, buffers, and restoration, with any substantive changes or alterations resulting from compliance requiring a plat amendment. 4. The Developer shall supply the required securities as detailed within the development agreement for wetland review, inspection and management. 5. For lots impacted by wetland buffers, at the time of building permit, applicants shall submit a lot survey that shows the buffer in addition to the conservation easements. 6. The Developer shall provide legal descriptions, exhibits and legal descriptions for all conservation easements and wetland buffers, which shall be recorded against all applicable lots and marked with posts within the development. 7. The applicant is required to address any remaining comments of the EAW which are applicable as on-going conditions. 8. Compliance with issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer, according to the Engineer's letter dated August 11, 2022 including subsequent review comments corresponding to plan changes. 9. Consideration of comments of other City Staff. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-64 RESOLUTION APPROVING ASSIGNMENT OF PLAT AND PUD AND DEVELOPMENT CONTRACT AND PLANNED UNIT DEVLEOPMENT AGREEMENT FOR HAVEN RIDGE 2nd ADDITION WHEREAS, the City approved the Final Plat and Planned Unit Development of Haven Ridge 2nd Addition, with companion Development Contract and Planned Unit Development Agreement for Haven Ridge 2nd Addition providing for the specific terms and conditions for plat development and public improvements; and WHEREAS, the City of Monticello, Minnesota (the "City") and Haven Ridge, LLC, a Minnesota limited liability company (the "Developer"), have previously entered into a Development Contract and Planned Unit Development Agreement ("the Contract and Agreement") for Haven Ridge 2nd Addition; and WHEREAS, pursuant to the terms of the Development Contract and Planned Unit Development Agreement, the Developer has requested that the City assess payment of certain per lot fees in the plat of Haven Ridge 2nd; WHEREAS, the City approved the Developer's request and the parties have agreed to assess payment of the per lot fees and assess those fees pursuant to the terms of the Development Contract and Planned Unit Development Agreement; WHEREAS, (Developer) requested the City consent to the assignment of the Contract and Agreement to Tamarack Land — Haven Ridge, LLC, a Minnesota limited liability company (the "Successor Developer"). NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Monticello, Minnesota hereby approves the requested Assignment, and authorizes the Mayor and Clerk to execute documents necessary to effectuate the Assignment upon submission by the Successor Developer of all escrows and financial securities required under the Contract and Agreement, subject to the following conditions: 1. Compliance with the conditions listed in Resolutions 2022-85 for approval of the Final Plat and Development Agreement for Haven Ridge 2nd Addition and Resolution 2022-86 for approval of the Final Stage PUD for Haven Ridge 2nd Addition, both approved on July 25, 2022. 2. The Developer shall execute and record the plat and updated Development Agreement and Planned Unit Development Contract for the proposed Haven Ridge 2nd Addition plat, including updates to estimated construction costs, required CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-64 securities, trunk area charges based on prevailing 2023 rates, and any necessary consents. Such updates and consents shall be subject to the comments of the City Attorney. 3. The Developer shall comply with required and approved wetland permits as related to the proposed plat, and with those comments of the City Engineer related to wetland mitigation, buffers, and restoration, with any substantive changes or alterations resulting from compliance requiring a plat amendment. 4. The Developer shall supply the required securities as detailed within the development agreement for wetland review, inspection and management. 5. For lots impacted by wetland buffers, at the time of building permit, applicants shall submit a lot survey that shows the buffer in addition to the conservation easements. 6. The Developer shall provide legal descriptions, exhibits and legal descriptions for all conservation easements and wetland buffers, which shall be recorded against all applicable lots and marked with posts within the development. 7. The applicant is required to address any remaining comments of the EAW which are applicable as on-going conditions. 8. Compliance with issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer, according to the Engineer's letter dated August 11, 2022 including subsequent review comments corresponding to plan changes. 9. Consideration of comments of other City Staff. ADOPTED this 10th day of July 2023, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL M 2 Lloyd Hilgart, Mayor TAMARAC KQ LAND DEVELOPMENT City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 July 6, 2023 To whom it may concern: Tamarack Land — Haven Ridge, LLC is entering into an agreement with the owner and developer, Marc Schulte with Haven Ridge, L.L.0 to purchase and develop the underlying property known as Outlot D, Haven Ridge. We would like to formally request the development rights and Development Agreement for Haven Ridge 2nd Addition be transferred and/or assigned to Tamarack Land — Haven Ridge, LLC. Thank you for your cooperation in this assignment of rights. Sincerely, Brian Theis Tamarack Land — Haven Ridge, LLC Authorized Representative 952.215.2008 brian@tamarackland.com DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) HA VEN RIDGE 2ND ADDITION This DEVELOPMENT CONTRACT ("Contract") dated , 2023, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and TAMARACK LAND - HAVEN RIDGE, LLC, a Minnesota limited liability company (the "Developer" and "Owner"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and rezoning to planned unit development for HAvENRiDGE 2NDADDITioN (referred to in this Contract as the "Plat" and the "Development"). The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". The Developer previously entered into a multi -phased Development Contract and Planned Unit Development for the plat of Haven Ridge. The plat of Haven Ridge 2nd Addition will be the second phase consisting of approximately 19 acres and will consist of 59 single family homes. Page 11 214835v1 2. CONDITIONS OF PLAT 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 within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Final Stage Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution No. 2022-73 approving a preliminary plat adopted by the City Council on June 27, 2022; City Resolution No. 2022-74 approving a development stage PUD adopted by the City Council on June 27, 2022; City Resolution No. 2022-85 approving the final plat; City Resolution No. 2022-86 approving the Final Stage PUD; City Resolution No. 2022-087 approving the rezoning to PUD; Ordinance No. 781, and subject to the conditions listed in Exhibit Z, Conditions of Approval, in the staff report of the City Council Agenda dated June 27, 2022,July 25, 2022 and July 10, 2023. 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/Registrar's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. The plat is a phase of a multi -phased preliminary plat. The City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been Page 12 214835v1 remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. B. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in the 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 Except as otherwise specifically provided herein, the Development Contract and Planned Unit Development for Haven Ridge recorded on September 24th, 2020 as Document #A1441549 shall remain in full force and effect and shall be binding on the parties, their heirs, successors and assigns. 5. PRELIMINARY PLAT STATUS. 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, consistent with the approved preliminary plat, within ten (10) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the 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, official controls, platting or dedication requirements enacted after the date of this Contract. 7. ZONING. Except as otherwise provided herein, the subject plat shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the Page 13 214835v1 R-1, Single Family Residence. For Phase 2 of the Development, 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-1 Zoning District (Single Family Residential) 8. CONDITION FOR SUBSEQUENT APPROVALS. A. No final plat for changes or amendments to this Contract shall be approved, nor shall construction commence for such additional land uses, until an amendment of the Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and 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 Plan C - Sanitary Sewer and Watermain Plan Plan D — Street and Storm Sewer Plan Plan E — Stormwater Management Plan Plan F — Details Plan Plan G — Site and Utility Plan Plan H — Roadway / Transportation Plans Page 14 214835v1 Plan I - Tree Preservation Plan: General site and individual unit landscaping plans Plant J - Landscape Plans Plan K - Trail Plan Plan L — Sign Plan Plan M — Street Lighting Plan Plan N — Phasing 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, Street Signs, Traffic Control Signs G. Site Grading and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Conservation Easement and Wetland Buffer Posts N. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mailboxes installed and the location of all mail boxes. Initial costs of the mailboxes and their installation are the responsibility of the developer. All residential developments must install locking cluster mailboxes. Page 15 2148350 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 competent 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 instructions received from the City's inspectors. The Developer or its 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. Developer shall provide as -built CAD files that include GPS locations of all lot corners, right of way, public utility structures and castings, street lights, and utility service stubs. Developer shall pay for the cost of entering as -built information into the City GIS system. This cost will be billed at the hourly rates per City's adopted fee schedule under the City Engineering Administration escrow per Section 20 of this Agreement. 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 R-1 Zoning Regulations. Page 16 2148350 Developer shall also adhere to the specific design requirements for as outlined in the City Council Agenda dated June 27, 2022 and July 25, 2022 as follows: • Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: • 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. • Building sizes of 1,050 finished, and 2,000 square feet finishable area. • Garage square footage of at least 480 square feet • Roof pitches of at least 5:12. • Brick/Stone on front facade equal to at least 15% of all front -facing surfaces. • Livable portions of the home exposed to the front street will achieve between 40- 50% of the width of the structure, with designs to be approved through the PUD process. • Usable front porches or similar features. • Front entry doors no greater than 6 feet farther back from the garage doors. • Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. • Driveway standards per the R-1 District. 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 • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • Wright County Soil Conservation District and Army Corp of Engineers for Wetlands • City of Monticello for Building Permits • City of Monticello for Grading 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 Page 17 214835v1 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 30th 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 by 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. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 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. The City 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 restored as identified in the Construction Stormwater General Permit/SWPPP, 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 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, the City Page 18 214835v1 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. 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 model homes as permitted by this Contract 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 posts along ponds and wetland buffers; 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 house/building footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. Page 19 214835v1 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 parry 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 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 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 Page 110 2148350 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 will provide a $90,535.11 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this section. 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. 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 will provide a $11,597.85 escrow, which is separate and in addition to any other escrow funds for this Development. 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 Page lll 214835v1 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 PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and planning -related expenses relating to processing of the Plat and associated administration. 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, assuming normal construction and project scheduling. Developer will provide a $22,633.78 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the plat development. 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, assuming normal construction and project scheduling. Developer will provide a $22,633.78 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. 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. 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 Page 112 214835v1 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 TRUNK AREA CHARGE. A. This Phase 2 of the Development is subject to a storm sewer area charge of $80,139.08. The area charge is paid at prevailing rate at the time of final plat and is based on the gross area of the final plat less any area credit for pond area, and is calculated as follows: 18.23 net acres x $4,396.00 (Base Area Charge) _ $80,139.08 The storm sewer alternate ponding area charge is not applicable to this phase. The total storm sewer area charge for the Development of $80,139.08 shall be assessed against the property if not paid by the Developer in cash at the time of final plat approval at developer's option. If assessed, the term shall be for 5 years and an interest rate of 1.5% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. B. Future phases of the Development shall be subject to a storm sewer area charge based on the prevailing rate at the time of final plat. 24. SANITARY SEWER TRUNK AREA CHARGE. A. This Phase 2 of the Development is subject to a sanitary sewer area charge of $65,195.25. The area charge is paid at prevailing rate at the time of final plat and is based on the number of units in the plat and is calculated as follows: Page ll3 2148350 59 units x $1,641.00/unit = $96,760 - $31,623.75 (credit) $65,195.25 The Developer shall receive a credit against sanitary sewer trunk area charges for Phase 2 for connection to existing utilities at Hunters Crossing. The amount of the credit applicable to Phase 2 is $31,623.75. The Developer shall be assessed or shall pay the sanitary sewer trunk area charge in cash at the time of final plat approval at Developer's option. If assessed, the term shall be for 5 years and an interest rate of 1.5% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. B. Future phases of the Development shall be subject to a sanitary sewer trunk area charge based on the prevailing rate at the time of final plat. C. A 36 -inch dry gravity trunk main is to be constructed within future proposed Phase 3, 7 and 8, and as documented in the City's SouthEast Sewer Study. Credits to the sanitary sewer area charge for the design and construction of this main shall be applied at the time of Final Plat for each applicable Phase of Development and shall be detailed within the Agreement for each Phase. No credits are applicable for these improvements with Phase 2. 25. WATERMAIN TRUNK AREA CHARGE. A. This Phase 2 of the Development is subject to a watermain trunk area charge of $38,053.65. The area charge is paid at prevailing rate at the time of final plat and is based on the number of units in the plat and is calculated as follows: 59 units x $1,182.00/unit = $69,738.00 - $-31,684.35 (credit) = $-38,053.65 The Developer shall receive a credit against watermain trunk area charges for Phase 2 for connection to existing utilities at Hunters Crossing and for materials cost for watermain oversizing to a 24" main. The total amount of the credit is $31,684.35 - Page 114 2148350 The Developer shall be assessed or shall pay the watermain trunk area charge in cash at the time of final plat approval at Developer's option. If assessed, the term shall be for 5 years and an interest rate of 1.5% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. B. Future phases of the Development shall be subject to a watermain trunk area charge based on the prevailing rate at the time of final plat. C. The development is subject to watermain oversizing credits to the water main area charge for the construction of 12 -inch and 24 -inch mains from an 8 -inch main. Credits shall be applied at the time of Final Plat for each applicable Phase of Development and shall be detailed within the Agreement for each Phase. Oversizing costs will be based on pipe size, fittings weights and gate valve sizes. Credit for oversizing of a portion of 24" watermain is applicable to Phase 2. 26. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and public street construction is restricted to access from Fallon Avenue NE. No construction traffic is permitted on the adjacent local streets. 27. PARK AND PATHWAY DEDICATION. A. The City's Ordinance specifically requires 11% of the land area, or an equal contribution based on the land value no later than at time of final plat approval. For Phase 2 of the Development, the total park dedication required is satisfied by the construction of the Fallon Avenue pathway along the 2nd Addition of the plat. The Developer shall receive a credit to Park Dedication in the amount of $37,939.00, which shall be allocated against the other area charges within the plat. Park dedication was calculated as follows. 18.97 acres x 11 % = 2.09 Acres of Park Dedication Required 2.09 Acres x $17,308.00 (value of acreage at time of final plat) = $36,173.72 Page 115 2148350 $36,173.72 — $37,939.00 (credit) = $-1,765.28 Park Dedication Credit B. In this Phase 2, the Developer shall construct the 10 -foot wide bituminous pathway along Fallon Avenue NE within the right of way and shall receive a construction cost credit from the park dedication fee for the applicable phase of the development based on the Park Dedication requirements at that time. A portion of this pathway was credited with Phase 1 and is excluded from applicable length credit for Phase 2. The credit for Phase 2 totals $37,939.00. C. In compliance with Resolution 2022-85 and 2022-86, the developer will plat Outlot E of Haven Ridge in a future development phase. Trails constructed by the Developer located in Outlot E as shown on the approved preliminary plat shall receive credit from the park dedication fee pursuant to the City approved Trail plans at the time of construction. The park and trail requirements shall be approved by the Park and Recreation Commission. Credits for trail construction shall be applied at the time of final plat of the Development and shall be detailed within the Contract for the phase. D. Internal sidewalks and pathways along new roadways are to be constructed by the Developer with no credit from the park dedication fee. 28. LANDSCAPING. The Developer shall plant, per the City's Zoning Ordinance requirements, at least two (2) trees per lot, as well as tree planting areas pursuant to the Landscaping Plans as reviewed and approved by the City. The Developer's Landscaping Plan shall meet the Zoning Ordinance requirements. The Developer shall provide a landscaping security deposit in the amount of $180,812.50 to ensure the placement of landscaping, wetland restoration and wetland buffer landscaping per approved plans per Section 32 of this Contract. The security shall be held for one full year of two growing seasons following installation and inspection. The wetland portion of the security shall be held in accordance with the required maintenance plan. 29. TREE PRESERVATION. Page 116 214835v1 A. A Tree Preservation Plan has been submitted. The plan shows a total of 1 specimen tree to be protected within Phase 2 of the Development. Specimen trees shall be protected during development per Monticello Zoning Ordinance 4.2. The Developer shall provide a security deposit to ensure the protection of this specimen tree per Section 32 of this Contract. Should the Developer need to remove a "specimen tree" for the development of a lot, the Developer must replace the "specimen tree" with three or more replacement trees equaling or exceeding a total of eighteen (18) aggregate caliper inches, and the required replacement trees shall be planted within twelve (12) months of the removal or destruction of the specimen tree. A security of $1,200.00 is required to guarantee compliance with this section. B. Any lots within Phases 2 which impacts tree preservation areas shall require submission of tree preservation plans by lot prior to development within the plat. 30. WETLANDS. A. The wetland impacts and mitigation are required to be permitted under the Wetland Conservation Act and the US Army Corps of Engineers Section 404 permits. B. The project includes 0.8375 acres of wetland impact. The required replacement is 1.6751 acres per approved wetland permits. The Developer shall provide the final signed paperwork to the City and the SWCD for both applicable permitted wetland banks prior to starting any wetland impact work. The Developer is required to comply with the comments of the City Engineer's wetland review per the letter dated April 21, 2021 and per the Notice of Decision dated X. C. Developer is required to establish wetland buffers around the wetlands per City Zoning Ordinance 3.7(D). The wetland buffers will be natural, native vegetation strips of land above the wetland boundaries and may include trail ways. The buffers are required to be placed within an outlot or easement and the Developer is required to maintain the wetland buffers until vegetation standards are met. Page 117 214835v1 D. In compliance with the approved wetland permit, the Developer is required to complete restoration for Wetland 10 as part of Phase 2 per applicable plan and wetland permit. E. The Developer shall provide a deposit for the establishment of the wetland buffer and restoration of Wetland 10 per approved wetland permit and applicable buffer plan and grading plan. The amount of security for this purpose is included within the landscaping security. The security will be held by the City until the Developer's wetland consultant certifies that the restoration and establishment has been installed in accordance with the plans and permit. F. During the first five (5) years after initial planting, the developer shall submit to the City an annual report documenting the progress for establishment of the buffer and restoration of Wetland 10. The report shall comply with the requirements in the buffer ordinance and is due by December 31 of each year. To guarantee compliance with this requirement, the developer shall submit a $7,000 deposit which shall be based on the estimated review of annual reporting and the management plan for the wetland buffers and Wetland 10 restoration within Phase 2. G. The City will complete review and inspection of wetland buffers and Wetland 10 during the 5 year management period, the costs for which will be charged against the 3% grading and restoration escrow per Section 20(B) of this agreement. H. Prior to the City issuing a building permit, the developer shall record a notice of the wetland buffer requirement against the title to the lot with the office of the Wright County Recorder or Registrar of Titles. I. The Developer shall provide a deposit of $11,800.00 for the placement of wetland buffer and conservation easement posts per applicable wetland buffer plan and grading plan. The security will be held by the City until the Developer's land surveyor certifies that all posts have been set following site Page 118 214835v1 grading and utility and street construction prior to the issuance of a building permit for that lot. The deposit is calculated as follows: $300 /post x 59 posts — $11,800.00 J. Lot surveys for individual lots shall include the wetland buffer area and dimensions, in addition to the conservation easements. K. The Developer shall show all delineated wetlands on the preliminary plat and all wetland buffers on the grading plan. L. Contemporaneously with this agreement, the City grants a right of entry to the Developer and their agents to Outlot B of Haven Ridge for the restoration and management of Wetland 10 lying within the outlot. 31. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the June 2, 2022 letter signed by James Stremel, PE, Senior Project Manager for WSB, along with subsequent review comments based on plan revisions, including comment letter dated August 11, 2022. B. Implementation of the recommendations listed in the July 16, 2019 letter signed by Sara Buermann, PE, Traffic Engineer from Wright County to Matthew Leonard at the City of Monticello. C. Implementation of the recommendations of Resolution No.2022-073 and 2022-74, including the City Staff recommendation listed in Exhibit Z. D. Implementation of the recommendations of Resolution No. 2022-2085, for approval of the Final Plat, including Exhibit Z conditions. E. 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 Page 119 214835v1 and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post an $17,700.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 59 units at $300.00 per unit. 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. F. The Developer shall be responsible for the cost of street light installation, street sign installation and mailboxes consistent with the ordinance, Design Manual and Standard Specifications of the City. G. Pursuant to a traffic study completed for the Haven Ridge project, the Developer is required to improve adjacent roadways fronting the Development (i.e. Fallon Avenue and 85th Street) with safety improvements. The improvements for Phase 2 include adding 4 -foot bituminous shoulders and pathways to along Fallon Avenue. H Also included in the Development is the realigning and provision for the future extension of 85th Street as an east -west collector road in accordance with the City's Transportation Plan and Wright County's Transportation Plan. This includes the extension of Fallon Avenue/Eisele Avenue and a roundabout intersecting with the re -aligned 85th Street within the Development. Credits will be provided for the oversized street width for 85th Street from a 36 -foot to a 44 -foot wide street width at the time of Final Plat for each applicable Phase of Development and shall be detailed within the Agreement for each Phase. The oversizing credit amount will be based on unit prices for excavation, granular borrow, class 5 aggregate and bituminous surface at the time of the improvement. No credits are applicable to this Phase of Development. Page 120 214835v1 I. Burying of existing overhead powerlines along adjacent roadways and corridors are subject to the review and recommendation of the City Engineer based on project feasibility, cost and ordinance requirements. Per city ordinance, all utilities within or serving new development shall be placed underground. I Right of way dedication shall occur as a part of each Phase of Development with the Final Plat, consistent with the approved Preliminary Plat. Future right of way shall be as approved on the Preliminary Plat and placed in outlots until the time of Final Plat for each Phase. K. Right of way vacation as is not applicable to Phase 2 of the Development. L. The Development is subject to an assessment for City Projects 14CO03 and 12CO01 for public street improvements for Fallon Avenue and 85th Street. The amount of assessment applicable to this phase is $7,261.72 and shall be assessed per Section 35(D). The balance of the assessment will be apportioned at the time of future phases. M. The developer 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 Developer for the cost of the installation of the fiber network. N. The existing home and structures within the plat shall be demolished in a future phase. The developer will be required to submit a security for the demolition of the structures at the time of the corresponding phase of development. The home and all structures within the plat are required to comply with ordinance requirements for continued operation and use. Page 121 2148350 32. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this Contract, 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, in the form attached hereto, from a bank ("security") for $2,851,347.24, plus a cash fee of $147,400.52 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 436,055.19 Watermain $ 356,287.13 Storm Sewer/Draintile/Infiltration Basin $ 539,647.47 Streets, Driveways and Sidewalks/Trails $ 913,138.00 Lighting, Street Signage, Mailboxes $ 18,250.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $2,263,377.79 OTHER COSTS: Lot Corners/Iron Monuments $ 17,700.00 TOTAL COSTS $2,281,077.79 TOTAL CONSTRUCTION SECURITIES: Total Costs X 125% $2,851,347.24 OTHER REQUIRED SECURITIES Wetland & Conservation Easement Posts $ 11,800.00 Wetland Restoration Management $ 7,000.00 Landscaping $ 180,812.50 Tree Preservation $ 1,200.00 Fence Removal $ 17,700.00 Page 122 214835v1 Grading, Erosion Control & Restoration $ 87,570.00 TOTAL OTHER REQUIRED SECURITIES $ 306,082.50 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 City standard specifications for utilities and street construction outline procedures for security reductions. B. To guarantee the completion of subject property landscaping improvements in compliance with approved Plan J, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") for $180,812.50. Individual securities will be required by lot if the required landscaping has not been installed at the time of certificate of occupancy for each. The security shall be held for two complete growing seasons after installation of landscaping materials to guarantee compliance with City landscaping standards. Page 123 214835v1 C. The Developer shall furnish the City with Security in the amount of $ 87,570.00 to guarantee grading and restoration of the subject property in compliance with approved Plan B. This amount is calculated based on a security of $3,000 per acre. Plan B illustrates the grading of 29.19 acres within the plat. 33. 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: Administrative & Planning (1%) $ 22,633.78* Legal (1%) $ 22,633.78* Engineering and Inspection (7% total) Grading/Restoration and Erosion & Sediment Control Inspection Fee (3% of grading) $ 11,597.85* Streets and Utilities Review & Inspection (4%) $90,535.11 * Total Cash Requirements $147,400.52 * Fees and final amounts reconciled to actual expenses at close of project. 34. 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 improvements 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 to 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. Page 124 214835v1 35. 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 33 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 agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 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 in equal installments over a ten- year period, plus interest of 2.0% over prime as published in the Wall Street Journal at the time of Page 125 214835v1 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. Assessments shall be allocated on a per lot basis over 59 units. The assessments may be paid in full with interest payable prior to November 1St of the year prior to levying of assessment. 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"), water availability charges ("WAC"), 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. 36. ASSESSMENTS FOR TRUNK AREA CHARGES AND PARK DEDICATION. A. Upon entering into this Agreement, Developer understands and agrees that all trunk area charges, reconstruction charges for Fallon Avenue and 85th Street and park dedication fees associated with the development of the Property are due as of the date the Development Contract and Plat are recorded upon the Property. B. In the event said trunk area and street reconstruction charges and park dedication fees are not paid in full by said date, the City may certify as a valid assessment against each Property any Page 126 214835v1 and all outstanding trunk area charges that may be due at that time. Notwithstanding the foregoing, until all the trunk area charges and park dedication fees associated with the development of the Property are collected by the City, the total amount of said trunk area charges and park dedication fees shall constitute a valid assessment against the Property, which City may record against the Property as such. C. Developer hereby expressly waives any and all rights to object, dispute, contest, or appeal said assessments against the Property, and does hereby waive any and all statutory or constitutional rights to object or appeal from any such assessments. The amount of the assessment levied against each lot, not including interest per this Agreement, totals $ 3,201.43. D. Upon certification of the assessments against the Property, said assessments may be paid by Developer over a five (5) year period at an interest rate of 1.5% over prime as published in the Wall Street Journal, calculated at the date of agreement per annum on the remaining principal balance each year. E. In the event Developer breaches any terms or conditions contained in this Agreement, including the failure to pay any amounts due and owing as required under this Section, or in the event the City believes that title to any Property is or may become transferred to another individual or entity, the City may immediately certify the assessments identified herein against the Property. F. No portion of any outstanding trunk area charges or park dedication fees may be assigned to outlots, if any, within the Development. 37. 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 Page 127 214835v1 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. 38. 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 permits, 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. Grading, curbing, and one lift of asphalt shall be installed on all public streets prior to issuance of building permits, with the exception of two single family model home structures. The exception is contingent upon the submission and approval of complete as -built grading plan and development plans for the plat, and placement of lot corners for the permitted lots. Release of the building permits is subject to the review and approval of the City Engineer and Building Official. No certificate of occupancy for the permitted structure may occur until streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. Page 128 214835v1 F. 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 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. G. 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. H. 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. I. Developer, or its prime contractor, shall take out and maintain or cause to be taken out and maintained until six (6) months 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 Page 129 214835v1 $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 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 To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer's negligence or its performance or failure to perform its obligations under this Contract. Developer's indemnification obligation shall apply to Developer's general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. K. 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. L. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells a part or parts of the platted land. M. 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 Page 130 2148350 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 on 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. 38. 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: Tamarack Land - Haven Ridge, LLC., attention: Nate Herman,712 Vista Boulevard, Waconia, MN 55387. 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, Monticello, MN 55362. [The remainder ofpage intentionally left blank. Signature pages follow.] Page 131 214835v1 CITY OF MONTICELLO Lloyd Hilgart, Mayor (SEAL) Rachel Leonard, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and 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 Page 132 2148350 DEVELOPER: TAMARACK LAND - HAVEN RIDGE, LLC. M. STATE OF MINNESOTA ) (SS. COUNTY OF ) , Its President The foregoing instrument was acknowledged before me this day of , 2023, by, the President of Tamarack Land - Haven Ridge, LLC, a Minnesota limited liability company, 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 JJJ Page 133 214835v1 EXHIBIT "A" TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT Legal Description of Property Being Final Platted as HAVEN RIDGE 2ND ADDITION Outlot D, HAVEN RIDGE, according to the recorded plat thereof, Wright County, Minnesota. Page 134 214835v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PUD (Haven Ridge 2nd Addition) , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2022. STATE OF ss. COUNTY OF Its The foregoing instrument was acknowledged before me this day of 2023, by the of a , on behalf of the 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 JJJ [print name] [title] Page 135 214835vl FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PUD (Haven Ridge 2nd Addition) , fee owners of all or part of the Subject Property, the development of which is governed by the foregoing Development Contract and PUD, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the Subject Property owned by them. Fee Owners further consent to the recording of the Development Contract and PUD against the Subject Property. Dated this day of , 20 STATE OF COUNTY OF [NAME] I:1 Its The foregoing instrument was acknowledged before me this day of 2023, by the of ,a , on behalf of the 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 SMM/AKLS [print name] [title] Page 136 214835vl LIEN HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PUD (Haven Ridge 2nd Addition) , which is the holder of a valid lien on all or part of the Subject Property, the development of which is governed by the foregoing Development Contract and PUD, which lien is dated , 2023, and is of record with the Wright County Recorder/Registrar of Titles as Document No. affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the Subject Property owned by Lien Holder. Lien Holder further consents to the recording of the Development Contract and PUD against the Subject Property. Dated this day of , 20 STATE OF COUNTY OF [NAME] Lo Its [print name] [title] The foregoing instrument was acknowledged before me this day of , 2023, by the of a , on behalf of the 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 SMM/AKLS Page 137 214835v1 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, 2007. 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 Page 138 214835v1 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: 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 -OR- Combination Single Limit Policy COVERAGE PROVIDED: Operations of Contractor: YES Expiration Date: O Occurrence $1,000,000 for each occurrence $1,000,000 or more Page 139 214835v1 Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES 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 -OR- 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 On Authorized Insurance Representative Page 140 2148350 SUMMARY OF EXPENSES/FINANCE PLAN Phase II v4, July 6, 2023 Total Acres in Development 213.92 gross Total Acres in Phase 18.97 gross Total Units in Development Total Units in Phase 265 Single Family 73 Townhome Multi -Family 59 Single Family 0 Townhome 0 Multi -Family The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond 120.03 net acreage (at high water level) and wetlands at the 18.23 net delineation line, rounded to the nearest tenth (1/10th) of an acre." Trunk Area Charges & Park Dedication Acreage Acres or Credits Net Notes $22,633.78 Charge Units 1.00% Assessment $22,633.78 Park & Pathway Dedication Engineering and Inspection $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $11,597.85 Park Dedication Provided Erosion & Sediment Control Inspection Park Dedication Required (11%) $17,308.00 2.09 ($37,939.00) -$1,765.2818.97x11%=2.09 AC Total Park Dedication Required $90,535.11 Wetland Review and Inspection Special Assessments Included in Engineering and Inspection Total City Fees $147,400.52 Reconstruction $158.98 18.97 $3,015.85 Fallon Ave Improvements CP12C001/Total of $34,008.88 Reconstruction $223.82 18.97 $4,245.87 Fallon & 85th Improvements CP14C003/Total of $47,880.12 Sanitary Sewer (unit) $1,641 59 ($31,623.75) $65,195.25 Credit for sanitary sewer connection Watermain(unit) $1,182 59 ($31,684.35) $38,053.65 Credit for watermain connection (19497.75) and oversizing(12,186.60) Storm Sewer Base (net acres) $4,396 18.23 $80,139.08 Storm Sewer Alternate $4,374 18.23 NA Pay at final plat or assessed by lot Total amount to Assess $188,884.42 Per Lot Assessment based on (#) units 1 59 1 $3,201.00 IlICTITReview Escrow Escrows based on public improvement costs City Escrow (General Admin & Planning) 1.00% $22,633.78 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% $22,633.78 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $11,597.85 Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $90,535.11 Wetland Review and Inspection Included in Engineering and Inspection Total City Fees $147,400.52 iilliliiliiliiiliiilliiliiiliiiiiament Constru o es/Escrows/Secu Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 Total Construction Cost for the purpose of calculating LOC Maximum allowable reduction prior to acceptance and bond Estimated site grading cost for calculation of LOC 59 $436,055.19 $356,287.13 $539,647.47 $913,138.00 $18,250.00 263,377.79 $17,700.00 281,077.79 851,347.24 90.00%1 $2,566,212.51 $386,595.00 Landscaping $144,650 1.25 $180,812.50 I Verify Conservation/Wetland Posts $200 59 $11,800.00 Wetland Management $7,000.00 $3500/ac. = 0.3952 ac WL X $2500 x 5 yrs = $7000 Tree Preservation $200 6 $1,200.00 12 CPI Signficant tree = 200.00/2 CPI Fence Removal $17,700.00 Grading $3,000 29.19 $87,570.00 1 Surety for grading to plan and restoration $306,082.50 City Council Agenda: 7/10/2023 2N. Consideration of adopting Resolution 2023-65 accepting a grant from the Minnesota Department of Transportation (MNDOT) for the Flashing Yellow Arrow (FYA) Upgrades Proiect• Prepared by: Meeting Date: ❑x Consent Agenda Item Public Works Director/City Engineer 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-65 accepting a grant from MNDOT for the Flashing Yellow Arrow (FYA) Upgrades Project. PREVIOUS COUNCIL ACTION January 9, 2023: Authorized SEH to provide engineering services for Flashing Yellow Arrow (FYA) Upgrades project for a total cost of $31,000. June 12, 2023: Approved plans and specifications and authorized to bid for the Flashing Yellow Arrow upgrades project. REFERENCE AND BACKGROUND The City of Monticello successfully secured $300,000 in funding from MNDOT's Local Partnership Program (LPP). This project will upgrade the following intersections to include flashing yellow arrows: • TH 25 at School Boulevard • TH 25 at Chelsea Road • TH 25 at 1-94 Eastbound Ramp • TH 25 at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Eastbound Ramp • Broadway Street at Elm Street • Broadway Street at Hospital Access/Middle School Access • Broadway Street at Highland Way The grant agreement is applicable for the intersections along the state highway system which City Council Agenda: 7/10/2023 include those signals along Highway 25 and those that connect with Interstate 94 and Fenning Avenue. The City will be responsible for providing power and minor system maintenance for the signal systems, which includes re -tamping, cleaning, painting, etc. The City is currently responsible for maintaining the signal systems that are being modified. The draft grant agreement will be modified to include actual bid prices once bids are received and other minor changes to incorporate any Wright County feedback. I. Budget Impact: The overall project budget including construction and engineering is estimated at $900,000. This project would be funded from the Street Lighting Improvement Fund. The City is expected to be reimbursed up to $300,000 from MNDOT Local Partnership Program (LPP) and $310,000 from Wright County resulting in the overall City's cost at $313,000 for construction. II. Staff Workload Impact: City engineering staff will be involved in this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the grant agreement. SUPPORTING DATA A. Resolution 2023-65 B. Draft Agreement CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-65 AUTHORIZING COOPERATIVE CONSTRUCTION AGREEMENT TERMS AND CONDITIONS MNDOT AGREEMENT 1052576 STATE PROJECT 8823-411 WHEREAS, The City of Monticello has applied for state funds through the Local Partnership Program; and WHEREAS, The project would make modifications to the following signal systems: • TH 25 and School Boulevard • TH 25 and Chelsea Road • TH 25 at TH 94 eastbound ramp/Oakwood Drive • TH 25 at TH 94 westbound off ramp • CSAH 18 at TH 94 eastbound off ramp/Chelsea Road • CSAH 18 at TH 94 westbound off ramp/7t" Street • CSAH 75 at CSAH 18/CSAH 39 • CSAH 75 at Hart Boulevard/Highland Way • CSAH 75 at middle school/hospital entrance NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO that the City of Monticello is authorized to enter into MNDOT Agreement 1052576 with the State of Minnesota, Department of Transportation for the following purposes: To provide for payment by the State to the City of the State's share of the costs of the revise signal system construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway (TH) 25 at School Boulevard, TH 25 at Chelsea Road, TH 25 at the TH 94 eastbound off ramp/Oakwood Drive, TH 25 at the TH 94 westbound off ramp, County State Aid Highway (CSAH) 18 at the TH 94 eastbound off ramp/Chelsea Road, CSAH 18 at the TH 94 westbound off ramp/7th Street, CSAH 75 (East Broadway) at CSAH 18/CSAH 39, CSAH 75 (East Broadway) at Hart Boulevard/Highland Way, and CSAH 75 (East Broadway) at the middle school/hospital entrances within the corporate City limits under State Project State Project 8823-411 (TH 25=25, TH 94=392). BE IT FURTHER RESOLVED that the Mayor and the City Administrator are authorized to execute the Agreement and any amendments to the agreement. ADOPTED BYthe Monticello City Council this 10th day of July, 2023. ATTEST: CITY OF MONTICELLO Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor State Project Number: Trunk Highway Numbers: Signal System A ID: Signal System B ID: Signal System C ID: Signal System D ID: Signal System E ID: Signal System F ID: Signal System H ID: MnDOT Contract No.: 1052576 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION AND CITY OF MONTICELLO COOPERATIVE CONSTRUCTION AGREEMENT 8823-411 25=25,94=392 1736486 1736220 1735199 1735603 1736545 1736546 Original Amount Encumbered $71,724.00 This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation (State) and the City of Monticello, acting through its City Council (City). Recitals The City will perform revise signal system construction and other associated construction upon, along, and adjacent to Trunk Highway (TH) 25 at School Boulevard, TH 25 at Chelsea Road, TH 25 at the TH 94 eastbound off ramp/Oakwood Drive, TH 25 at the TH 94 westbound off ramp, County State Aid Highway (CSAH) 18 at the TH 94 eastbound off ramp/Chelsea Road, CSAH 18 at the TH 94 westbound off ramp/7t"Street, CSAH 75 (East Broadway) at CSAH 18/CSAH 39, CSAH 75 (East Broadway) at Hart Boulevard/Highland Way, and CSAH 75 (East Broadway) at the middle school/hospital entrances according to City -prepared plans, specifications, and special provisions designated by the City and by the State as State Project 8823-411 (TH 25=25, TH 94=392) (Project); and The City requests the State participate in the costs of the revise Signal Systems A through F construction and the State is willing to participate in the costs of said construction and associated construction engineering; and 3. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining, and improving the trunk highway system. Agreement 1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits 1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by Minnesota Statutes § 16C.05, subdivision 2. 1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled. 1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement, including, without limitation, the following clauses: 2.4. State Ownership of Improvements; 10. Liability; -1- City-County Payable Standard with Signal MnDOT Contract No.: 1052576 Worker Compensation Claims; Insurance; 13. State Audits; 14. Government Data Practices; 15. Governing Law; Jurisdiction; Venue; and 17. Force Majeure. The terms and conditions set forth in Article 5. Signal Systems Operation and Maintenance will survive the expiration of this Agreement, but may be terminated by another agreement between the parties. 1.4. Plans, Specifications, and Special Provisions. State Aid -approved City plans, specifications, and special provisions designated by the City and by the State as State Project 8823-411 (TH 25=25, TH 94=392) are on file in the office of the City's Engineer and incorporated into this Agreement by reference (Project Plans). 1.5. Exhibits. Preliminary Schedule "I" is attached and incorporated into this Agreement. 2. Right -of -Way Use 2.1. Limited Right to Occupy. The State grants to the City (and its contractors and consultants) the right to occupy Trunk Highway Right -of -Way as necessary to perform the work described in the Project Plans. This right is limited to the purpose of constructing the Project, and administering such construction, and may be revoked by the State at any time, with or without cause. Cause for revoking this right of occupancy includes, but is not limited to, breaching the terms of this or any other agreement (relevant to this Project) with the State, failing to provide adequate traffic control or other safety measures, failing to perform the construction properly and in a timely manner, and failing to observe applicable environmental laws or terms of applicable permits. The State will have no liability to the City (or its contractors or consultants) for revoking this right of occupancy. 2.2. State Access; Suspension of Work; Remedial Measures. The State's District Engineer or assigned representative retains the right to enter and inspect the Trunk Highway Right -of -Way (including the construction being performed on such right-of-way) at any time and without notice to the City or its contractor. If the State determines (in its sole discretion) that the construction is not being performed in a proper or timely manner, or that environmental laws (or the terms of permits) are not being complied with, or that traffic control or other necessary safety measures are not being properly implemented, then the State may notify and require the City (and its contractors and consultants) to suspend their operations until the City (and its contractors and consultants) take all necessary actions to rectify the situation to the satisfaction of the State. The State will have no liability to the City (or its contractors or consultants) for exercising or failing to exercise its rights under this provision. 2.3. Traffic Control; Worker Safety. While the City (and its contractors and consultants) are occupying the State's Right -of -Way, they must comply with the approved traffic control plan, and with applicable provisions of the Work Zone Field Handbook (http://www.dot.state.mn.us/trafficeng/workzone/index.html). All City, contractor, and consultant personnel occupying the State's Right -of -Way must be provided with required reflective clothing and hats. 2.4. State Ownership of Improvements. The State will retain ownership of its Trunk Highway Right -of -Way, including any improvements made to such right-of-way under this Agreement, unless otherwise noted. The warranties and guarantees made by the City's contractor with respect to such improvements (if any) will flow to the State. The City will assist the State, as necessary, to enforce such warranties and guarantees, and to obtain recovery from the City's consultants, and contractor (including its sureties) for non-performance of contract work, for design errors and omissions, and for defects in materials and workmanship. Upon request of the State, the City will undertake such actions as are reasonably necessary to transfer or assign contract rights to the State and to permit subrogation by the State with respect to claims against the City's consultants and contractors. 2.5. Utility Relocation. The State authorizes the City to issue Notices and Orders for utility relocation in accordance with Minnesota Statutes §161.45 and Minnesota Rules Part 8810.3100 through 8810.3600. -2- City-County Payable Standard with Signal MnDOT Contract No.: 1052576 3. Contract Award and Construction 3.1. Bids and Award. The City will receive bids and award a construction contract to the lowest responsible bidder (or best value proposer), subject to concurrence by the State in that award, according to the Project Plans. The contract construction will be performed according to the Project Plans. 3.2. Bid Documents Furnished by the City. The City will, within seven days of opening bids for the construction contract, submit to the State Aid Agreements Engineer a copy of the low bid and an abstract of all bids together with the City's request for concurrence by the State in the award of the construction contract. The City will not award the construction contract until the State advises the City in writing of its concurrence. 3.3. Rejection of Bids. The City may reject and the State may require the City to reject any or all bids for the construction contract. The party rejecting or requiring the rejection of bids must provide the other party written notice of that rejection or requirement for rejection no later than 30 days after opening bids. Upon the rejection of all bids, a party may request, in writing, that the bidding process be repeated. Upon the other party's written approval of such request, the City will repeat the bidding process in a reasonable period of time, without cost or expense to the State. 3.4. Direction, Supervision, and Inspection of Construction A. The contract construction will be under the direction of the City and under the supervision of a registered professional engineer; however, the State participation construction covered under this Agreement will be open to inspection by the State District Engineer's authorized representatives. The City will give the State Aid Agreements Engineer at Baxter five days' notice of its intention to start the contract construction. B. Responsibility for the control of materials for the contract construction will be on the City and its contractor and will be carried out according to Specifications No. 1601 through and including No. 1609 in the State's current Standard Specifications for Construction. 3.5. Completion of Construction. The City will cause the contract construction to be started and completed according to the time schedule in the construction contract special provisions. The completion date for the contract construction may be extended, by an exchange of letters between the appropriate City official and the State District Engineer's authorized representative, for unavoidable delays encountered in the performance of the contract construction. 3.6. Plan Changes. The State will not participate in the cost of any contract construction that is in addition to the State participation construction covered under this Agreement unless the following conditions have been met: A. The necessary State funds have been encumbered. B. All changes in the Project Plans and all addenda, change orders, supplemental agreements, and work orders entered into by the City and its contractor for State participation construction are approved in writing by the State District Engineer's authorized representative. 3.7. Compliance with Laws, Ordinances, and Regulations. The City will comply and cause its contractor to comply with all Federal, State, and Local laws, and all applicable ordinances and regulations. With respect only to that portion of work performed on the State's Trunk Highway Right -of -Way, the City will not require the contractor to follow local ordinances or to obtain local permits. -3- City-County Payable Standard with Signal MnDOT Contract No.: 1052576 4. Right -of -Way; Easements; Permits 4.1. The City will obtain all rights-of-way, easements, construction permits, and any other permits and sanctions that may be required in connection with the local and trunk highway portions of the contract construction. Before payment by the State, the City will furnish the State with certified copies of the documents for rights-of-way and easements, construction permits, and other permits and sanctions required for State participation construction covered under this Agreement. 4.2. The City will convey to the State by quit claim deed, all newly acquired rights needed for the continuing operation and maintenance of the Trunk Highway, if any, upon completion of the Project, at no cost or expense to the State. 4.3. The City will comply with Minnesota Statutes § 216D.04, subdivision 1(a), for identification, notification, design meetings, and depiction of utilities affected by the contract construction. 5. Signal Systems Operation and Maintenance All operation and maintenance terms, including timing and power provisions, in Traffic Control Signal Agreement 87072, dated October 4, 2004, and Agreement 06675, dated November 18, 2014, for the existing traffic control signal on TH 25 at School Boulevard (Signal System A) will remain in full force and effect. All operation and maintenance terms, including timing and power provisions, in Traffic Control Signal Agreement 79344, dated December 5, 2003, and Agreement 06675, dated November 18, 2014, for the existing traffic control signal on TH 25 at Chelsea Road (Signal System B) will remain in full force and effect. All operation and maintenance terms, including timing and power provisions, in Traffic Control Signal Agreement 79344, dated December 5, 2003 for the existing traffic control signal on TH 25 at the TH 94 eastbound off ramp/Oakwood Drive (Signal System C) will remain in full force and effect. All operation and maintenance terms, including timing and power provisions, in Traffic Control Signal Agreement 63157, dated September 24, 19896, and Agreement 04863, dated December 23, 2013, for the existing traffic control signal on TH 25 at the TH 94 westbound off ramp (Signal System D) will remain in full force and effect. All operation and maintenance terms, including timing and power provisions, in Traffic Control Signal Agreement 88237, dated September 26, 2005, for the existing traffic control signals on CSAH 18 at the TH 94 eastbound off ramp/Chelsea Road (Signal System E) and on CSAH 18 at the TH 94 westbound off ramp/7t" Street (Signal System F) will remain in full force and effect. Operation and maintenance responsibilities will be as follows for the Signal System on CSAH 75 (East Broadway) at Hart Boulevard/Highland Way (Signal System H). 5.1. City Responsibilities A. Power. The City will be responsible for the hook-up cost and application to secure an adequate power supply to the service pad(s) or pole(s) and will pay all monthly electrical service expenses necessary to operate the Signal System. B. Minor Signal System Maintenance. The City will provide for the following, without cost to the State. i. Maintain the signal pole mounted LED luminaires, including replacing the luminaires when necessary. The LED luminaire must be replaced when it fails or when light levels drop below recommended AASHTO levels for the installation. -4- City-County Payable Standard with Signal MnDOT Contract No.: 1052576 ii. Replace the Signal System(s) LED indications. Replacing LED indications consists of replacing each LED indication when it reaches end of life per the MnDOT Traffic Engineering Manual or fails or no longer meets Institute of Traffic Engineers (ITE) standards for light output. iii. Clean the Signal System controller cabinet and service cabinet exteriors. iv. Clean and paint the Signal System and luminaire mast arm extensions. Painting will be in accordance with MnDOT Standard Specification 2565.3U, unless approved by the State's District Traffic Engineer. C. Timing; Other Maintenance. The City will maintain the signing and perform all other Signal System and signal pole luminaire circuit maintenance without cost to the State. All Signal System timing will be determined by the City, and no changes will be made without the City's approval. 5.2. Related Agreements. This Agreement will supersede and terminate the operation and maintenance terms of Agreement 88237, dated September 26, 2005, between the parties for the intersection of CSAH 75 (East Broadway) at Hart Boulevard/Highland Way. 6. Basis of State Cost 6.1. Schedule "1". The Preliminary Schedule "I" includes anticipated State participation construction items and the construction engineering cost share covered under this Agreement. 6.2. State Participation Construction. The State will participate in the following at the percentages indicated. The construction includes the State's proportionate share of item costs for mobilization and traffic control. A. 100 Percent will be the State's rate of cost participation in all of the revise Signal Systems A through F construction. The construction includes, but is not limited to, those construction items tabulated on Sheet 2 of the Preliminary Schedule "I." 6.3. State Furnished Materials. The State will furnish nine TS2 "R" Cabinets (State Furnished Materials), according to the Project Plans, to operate the traffic control signal systems covered under this Agreement. The City's lump sum share for State Furnished Materials is $138,233.80. The State's lump sum share for State Furnished Materials is $90,042.20. The City and State's cost shares for State Furnished Materials will be deducted from the State's total construction cost share as shown in the Schedule "I." 6.4. Construction Engineering Costs. The State will pay a construction engineering charge equal to 8 percent of the total State participation construction covered under this Agreement. 6.5. Capped Funds. The State's funds on this Project are capped at $300,000.00. 6.6. Addenda, Change Orders, Supplemental Agreements, and Work Orders. The State will share in the costs of construction contract addenda, change orders, supplemental agreements, and work orders that are necessary to complete the State participation construction covered under this Agreement and are approved in writing by the State District Engineer's authorized representative. 6.7. Liquidated Damages. All liquidated damages assessed the City's contractor in connection with the construction contract will result in a credit shared by each party in the same proportion as their total construction cost share covered under this Agreement is to the total contract construction cost before any deduction for liquidated damages. 7. State Cost and Payment by the State 7.1. State Cost. $71,724.00 is the State's estimated share of the costs of the contract construction (less State Furnished Materials cost), which includes the construction engineering cost share and a contingency amount as shown in the Preliminary Schedule "I." The Preliminary Schedule "I" was prepared using -5- City-County Payable Standard with Signal MnDOT Contract No.: 1052576 anticipated construction items and estimated quantities and unit prices and may include any credits or lump sum costs. Upon review of the construction contract bid documents described in Article 3.2, the State will decide whether to concur in the City's award of the construction contract and, if so, prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement. The contingency amount is provided to cover the cost difference between the Preliminary Schedule "I" and the Revised Schedule "I," overruns of the plans estimated quantities of State participation construction, and State approved additional construction including construction engineering costs. 7.2. Conditions of Payment. The State will pay the City the State's total estimated construction cost share, which does not include the construction engineering cost share or the contingency amount, as shown in the Revised Schedule "I," after the following conditions have been met: A. Encumbrance by the State of the State's total estimated construction cost share, the construction engineering cost share, and the contingency amount, as shown in the Revised Schedule "I." B. Execution of this Agreement and transmittal to the City, including a letter advising of the State's concurrence in the award of the construction contract. C. The State's receipt of a written request from the City for the advancement of funds. The request will include certification by the City that all necessary parties have executed the construction contract. 7.3. Limitations of State Payment; No State Payment to Contractor. The State's participation in the contract construction is limited to the State participation construction shown in Article 7, and the State's participation will not change except by a mutually agreed written amendment to this Agreement. The State's payment obligation extends only to the City. The City's contractor is not intended to be and will not be deemed to be a third party beneficiary of this Agreement. The City's contractor will have no right to receive payment from the State. The State will have no responsibility for claims asserted against the City by the City's contractor. 7.4. Construction Costs Exceeding Encumbered Amount. Whenever it appears the cost of the State participation construction covered under this Agreement is about to exceed the current amount of encumbered State funds, the City will notify the State District Engineer's authorized representative in writing prior to performance of the additional State participation construction. Notification will include an estimate in the amount of additional funds necessary to complete the State participation construction including construction engineering costs and the reason(s) why the current amount encumbered will be exceeded. The State will, upon its approval of the additional State participation construction, encumber the necessary additional funds. That action will have the effect of amending this Agreement so as to include the State's share of the costs of the additional construction. Should the City cause the performance of additional contract construction which would otherwise qualify for State participation construction covered under this Agreement, but for which the State has not previously encumbered funds, that additional contract construction is done at the City's own risk. The City will notify the State District Engineer's authorized representative in writing of the additional State participation construction. Notification will include an estimate in the amount of additional funds necessary to cover the additional State participation construction including construction engineering costs and the reason(s) why the current amount encumbered was exceeded. If the State District Engineer's authorized representative approves the additional State participation construction, the City's claim for compensation along with a request for encumbrance of the necessary additional funds will be submitted to the State's Budget Section for review of compliance with Minnesota Statutes § 16A.15, subdivision 3, but no guarantee is made that the claim will be approved by the State's Budget Section. If the claim for compensation and the request for encumbrance of the necessary additional funds are approved by the -6- City-County Payable Standard with Signal MnDOT Contract No.: 1052576 State's Budget Section, that action will have the effect of amending this Agreement so as to include the State's share of the costs of the additional construction. 7.5. Records Keeping and Invoicing by the City. The State will provide the City with a Payment Processing Package containing a Modified Schedule "I" form, instructions, and samples of documents for processing final payment of the State participation construction covered under this Agreement. The City will keep records and accounts that enable it to provide the State with the following prior to final payment: A. A copy of the Modified Schedule "I" which includes final quantities of State participation construction. B. Copies of the City contractor's invoice(s) covering all contract construction. C. Copies of the endorsed and canceled City warrant(s) or check(s) paying for final contract construction, or computer documentation of the warrant(s) issued, certified by an appropriate City official that final construction contract payment has been made. D. Copies of all construction contract change orders, supplemental agreements, and work orders. E. A certification form, attached to a copy of the Final Schedule "I," both provided by the State. The certification form will be signed by the City's Engineer in charge of the contract construction attesting to the following: L Satisfactory performance and completion of all contract construction according to the Project Plans. ii. Acceptance and approval of all materials furnished for the contract construction relative to compliance of those materials to the State's current Standard Specifications for Construction. iii. Full payment by the City to its contractor for all contract construction. F. When requested, copies certified by the City's Engineer, of material sampling reports and material testing results for the materials furnished for the contract construction. G. A copy of the "as built" plan sent to the State Aid Agreements Engineer. H. A formal invoice (original and signed) in the amount due the City as shown in the Final Schedule "I." 7.6. Final Payment by the State. Upon completion of all contract construction, the State will prepare a Final Schedule "I" according to the procedures detailed in the Payment Processing Package and submit a copy to the City. The Final Schedule "I" will be based on final quantities, and include all State participation construction items and the construction engineering cost share covered under this Agreement. If the final cost of the State participation construction exceeds the amount of funds advanced by the State, the State will pay the difference to the City without interest. If the final cost of the State participation construction is less than the amount of funds advanced by the State, the City will refund the difference to the State without interest. The State and the City waive claims for any payments or refunds less than $5.00 according to Minnesota Statutes § 15.415. 8. Authorized Representatives Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give and receive any notice or demand required or permitted by this Agreement. -7- City-County Payable Standard with Signal MnDOT Contract No.: 1052576 8.1. The State's Authorized Representative will be: Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor) Address: 395 John Ireland Boulevard, Mailstop 682, Saint Paul, MN 55155 Telephone: (651) 366-4634 Email: malaki.ruranika@state.mn.us 8.2. The City's Authorized Representative will be: Name, Title: Rachel Leonard, City Administrator (or successor) Address: 505 Walnut Street, Monticello, MN 55362 Telephone: (763) 271-3275 Email: rachel.leonard@ci.monticello.mn.us 9. Assignment; Amendments; Waiver; Contract Complete 9.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other party and a written assignment agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors in office. The foregoing does not prohibit the City from contracting with a third -party to perform City maintenance responsibilities covered under this Agreement. 9.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 9.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the provision or the party's right to subsequently enforce it. 9.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State and the City. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 10. Liability; Worker Compensation Claims; Insurance 10.1. Each party is responsible for its own acts, omissions and the results thereof to the extent authorized by law and will not be responsible for the acts and omissions of others and the results thereof. Minnesota Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and other applicable law govern liability of the City. Notwithstanding the foregoing, the City will indemnify, hold harmless, and defend (to the extent permitted by the Minnesota Attorney General) the State against any claims, causes of actions, damages, costs (including reasonable attorney's fees), and expenses arising in connection with the Project covered by this Agreement, regardless of whether such claims are asserted by the City's contractor(s) or consultant(s) or by a third party because of an act or omission by the City or its contractor(s) or consultant(s). 10.2. Each party is responsible for its own employees for any claims arising under the Workers Compensation Act. 10.3. The City may require its contractor to carry insurance to cover claims for damages asserted against the City's contractor. 11. Nondiscrimination Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are considered part of this Agreement. in City -County Payable Standard with Signal MnDOT Contract No.: 1052576 12. Title VI/Nondiscrimination Assurances The City agrees to comply with all applicable US DOT Standard Title VI/Non-Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E, which can be found at: https://edocs- public.dot.state.mn.us/edocs public/DMResultSet/download?docld=11149035. If federal funds are included in this Agreement, the City will ensure the appendices and solicitation language within the assurances are inserted into contracts as required. The State may conduct a review of the City's compliance with this provision. The City must cooperate with the State throughout the review process by supplying all requested information and documentation to the State, making City staff and officials available for meetings as requested, and correcting any areas of non-compliance as determined by the State. 13. State Audits Under Minnesota Statutes § 16C.05, subdivision 5, the City's books, records, documents, accounting procedures, and practices relevant to this Agreement are subject to examination by the State and the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement. 14. Government Data Practices The City and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the City under this Agreement. The civil remedies of Minnesota Statutes §13.08 apply to the release of the data referred to in this clause by either the City or the State. 15. Governing Law; Jurisdiction; Venue Minnesota law governs the validity, interpretation, and enforcement of this Agreement. Venue for all legal proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 16. Termination; Suspension 16.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties or by the State for insufficient funding as described below. 16.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the City. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the City will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if this Agreement is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. 16.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this Agreement and all work, activities, performance, and payments authorized through this Agreement. Any work performed during a period of suspension will be considered unauthorized work and will be undertaken at the risk of non-payment. 17. Force Majeure No party will be responsible to the other for a failure to perform under this Agreement (or a delay in performance) if such failure or delay is due to a force majeure event. A force majeure event is an event beyond a City -County Payable Standard with Signal MnDOT Contract No.: 1052576 party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. (The remainder of this page has been intentionally left blank.) -10- City-County Payable Standard with Signal STATE ENCUMBRANCE VERIFICATION Individual certifies that funds have been encumbered as required by Minnesota Statutes § 16A.15 and 16C.05. Signed: DRAFT— DO NOT SIGN Date: SWIFT Purchase Order: III WKS] 2LTA L11]►III 11044Ire The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: DRAFT — DO NOT SIGN Title: Date: By: DRAFT — DO NOT SIGN Title: Date: MnDOT Contract No.: 1052576 DEPARTMENT OF TRANSPORTATION Recommended for Approval: By: DRAFT— DO NOT SIGN (District Engineer) Date: Approved: By: DRAFT— DO NOT SIGN (State Design Engineer) Date: COMMISSIONER OF ADMINISTRATION By: DRAFT— DO NOT SIGN Date: (With Delegated Authority) INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. -11- City-County Payable Standard with Signal PRELIMINARY SCHEDULE "I" Agreement 1052576 City of Monticello State Project 8823-411 (TH 25=025, TH 94=392) Preliminary: June 15, 2023 State Funds Revise signal system construction performed under City contract with located on TH 25 at School Boulevard, TH 25 at Chelsea Road, TH 25 at TH 94 eastbound off ramp/Oakdwood Drive, TH 25 at TH 94 westbound off ramp, CSAH 18 at TH 94 eastbound off ramp/Chelsea Road, CSAH 18 at TH 94 westbound off ramp/7th Street, CSAH 75 (East Broadway) at CSAH 18/CSAR 39, CSAH 75 (East Broadway) at Hart Boulevard/Highland Way, and CSAH 75 (East Broadway) at middle school/hospital entrances or STATE COST PARTICIP Revise Signal System Construction Work Items From Sheet 2 Construction Engineering (8%) 150,100.00 12,008.00 State Furnished Materials - State Cost From Sheet 3 (1) Subtotal 90,042.20 252,150.20 Credit for State Furnished Materials from Sheet 3 (2) Total State Cost (228,276.00) 23,874.20 (3) Contingency Amount Encumbered Amount 47,849.80 $71,724.00 (1) State funds capped as described in Article 6.5 of the Agreement (2) Amount of advance payment as described in Article 7 of the Agreement (estimated amount) (3) For the State's use only as described in Article 7 of the Agreement Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 1 - (1) 100% STATE 12345 ITEM NUMBER SP 8823-411 UNIT REVISE SIGNAL SYSTEM CONSTRUCTION WORK ITEM QUANTITY UNIT PRICE COST 1 2011.601 2021.501 2563.601 AS BUILT MOBILIZATION TRAFFIC CONTROL Lump Sum Lump Sum Lump Sum 0.67 0.33 0.33 3,000.00 40,000.00 8,000.00 2,010.00 13,200.00 2,640.00 2565.602 INSTALL APS PUSH BUTTON AND SIGN Each 4.00 500.00 2,000.00 2565.616 REVISE SIGNAL SYSTEM A Systen]& 0.50 32,000.00 16,000.00 2565.616 REVISE SIGNAL SYSTEM B System 0.50 41,000.00 20,500.00 2565.616 REVISE SIGNAL SYSTEM C System 0.75 25,000.00 18,750.00 2565.616 REVISE SIGNAL SYSTEM D System 1.00 19,000.00 19,000.00 2565.616 REVISE SIGNAL SYSTEM E System 0.40 68,000.00 27,200.00 2565.616 REVISE SIGNAL SYSTEM F System 0.40 72,000.00 28,800.00 (1) 100% STATE COST 150,100.00 TOTA17W 150,100.00 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 2 - (2) 100% STATE 12345 ITEM SP 8823-411 NUMBER STATE FURNISHED MATERIALS - STATE COST UNIT QUANTITY UNIT PRICE COST 2 ** LUMP SUM COST ** SIGNAL SYSTEM A - TS2 "R" CABINET EACH 0.50 25,364.00 12,682.00 SIGNAL SYSTEM B - TS4 "R" CABINET SIGNAL SYSTEM C - TS4 "R" CABINET SIGNAL SYSTEM D - TS4 "R" CABINET SIGNAL SYSTEM E - TS4 "R" CABINET EACH EACH EACH EACH 0.50 0.75 1.00 0.40 25,364.00 25,364.00 25,364.00 25,364.00 12,682.00 19,023.00 25,364.00 10,145.60 SIGNAL SYSTEM F - TS4 "R" CABINET EACH 0.40 25,364.00 10,145.60 SIGNAL SYSTEM E - TS4 "R" CABINET 4LEACH 0.60 TOTA 90,042.20 SIGNAL SYSTEM F - TS4 "R" CABINET SIGNAL SYSTEM G - TS4 "R" CABINET SIGNAL SYSTEM H - TS4 "R" CABINET SIGNAL SYSTEM J - TS4 "R" CABINET EACH EACH EACH EACH 0.60 1.00 1.00 1.00 25,364.00 25,364.00 25,364.00 25,364.00 15,218.40 25,364.00 25,364.00 25,364.00 (2) 100% STATE COST 90,042.20 TOTAL 138,233.80 (3) 100% CITY ITEM SP 8823-411 NUMBER STATE FURNISHED MATERIALS - CITY COST UNIT QUANTITY UNIT PRICE ST CT3� ** LUMP SUM COST ** SIGNAL SYSTEM A - TS2 "R" CABINET EACH 0.50 25,364.00 12,682.00 SIGNAL SYSTEM B - TS4 "R" CABINET EACH 0.50 25,364.00 12,682.00 SIGNAL SYSTEM C - TS4 "R" CABINET EACH 0.25 25,364.00 6,341.00 SIGNAL SYSTEM E - TS4 "R" CABINET 4LEACH 0.60 25,364.00 15,218.40 SIGNAL SYSTEM F - TS4 "R" CABINET SIGNAL SYSTEM G - TS4 "R" CABINET SIGNAL SYSTEM H - TS4 "R" CABINET SIGNAL SYSTEM J - TS4 "R" CABINET EACH EACH EACH EACH 0.60 1.00 1.00 1.00 25,364.00 25,364.00 25,364.00 25,364.00 15,218.40 25,364.00 25,364.00 25,364.00 TOTAL 138,233.80 (3) 100% CITY COST 138,233.80 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 3 - CITY OF MONTICELLO RESOLUTION IT IS RESOLVED that the City of Monticello enter into MnDOT Agreement 1052576 with the State of Minnesota, Department of Transportation for the following purposes: To provide for payment by the State to the City of the State's share of the costs of the revise signal system construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway (TH) 25 at School Boulevard, TH 25 at Chelsea Road, TH 25 at the TH 94 eastbound off ramp/Oakwood Drive, TH 25 at the TH 94 westbound off ramp, County State Aid Highway (CSAH) 18 at the TH 94 eastbound off ramp/Chelsea Road, CSAH 18 at the TH 94 westbound off ramp/71h Street, CSAH 75 (East Broadway) at CSAH 18/CSAH 39, CSAH 75 (East Broadway) at Hart Boulevard/Highland Way, and CSAH 75 (East Broadway) at the middle school/hospital entrances within the corporate City limits under State Project State Project 8823-411 (TH 25=25, TH 94=392). IT IS FURTHER RESOLVED that the Mayor and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of Monticello at an authorized meeting held on the day of , 2023, as shown by the minutes of the meeting in my possession. Subscribed and sworn to me this day of 12023 Notary Public My Commission Expires (Signature) (Type or Print Name) (Title) City Council Agenda: 7/10/2023 20. Consideration of adopting Resolution 2023-66 accepting a grant from MNDOT for the Downtown Roadwav and Pedestrian Improvements Proiect. Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 7/10/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director Consideration of adopting Resolution 2023-66 accepting a grant from MNDOT for the Downtown Roadway and Pedestrian Improvements Project. PREVIOUS COUNCIL ACTION August 9, 2021: Approved Resolution in support of requesting funding from the TED program administered by MNDOT for the Hwy 25 and CSAH 75 intersection. 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. June 26, 2023: Approved plans, specifications, and authorization of the advertisement of bids for the Downtown Roadway & Pedestrian Improvements Project. REFERENCE AND BACKGROUND The Minnesota Department of Transportation (MNDOT) has a Transportation Economic Development program (TED) that provides funding for projects on state highways that provide City Council Agenda: 7/10/2023 measurable economic benefits. MNDOT has $20 million available statewide for this funding program. The City of Monticello successfully secured $469,000 from MNDOT's TED program for the following improvements: • Increasing the radius so right -turning trucks to not have to turn into oncoming traffic or have their trailer go up onto the sidewalk when making the southbound Hwy 25 to westbound Broadway right -turn movement. • Relocating the existing signal standard and extending the mast arm to accommodate new signal pole location. • Relocating signal and electrical cabinets to another quadrant to limit visibility restrictions to Block 52. The grant improvements will be constructed as part of the overall Downtown Roadway and Pedestrian Improvements project. The grant agreement is applicable for the intersection of Hwy 25 and CSAH 75. The draft grant agreement will be modified to include actual bid prices once bids are received. Budget Impact: The cost of the Downtown Roadway & Pedestrian Improvement 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 the State's Transportation Economic Development (TED) grant is expected to pay for $382,440 of the project costs. The remaining funding will come from the city's Water, Sewer, and Capital Projects funds. II. Staff Workload Impact: City staff will be involved in the development of this project. This project will result in a significant amount of increased workload for landscape, lighting, and snow -removal maintenance items. III. Comprehensive Plan Impact: This grant is consistent with the Monticello 2040 Plan's Mobility Chapter goal for "A Downtown transportation system that is connected, safe, well-designed, accommodates a range of users and is connected to the regional system." STAFF RECOMMENDED ACTION City staff recommends approving the agreement to facilitate the use of funds for the project. SUPPORTING DATA A. Resolution 2023-66 B. Draft Agreement CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-66 AUTHORIZING COOPERATIVE CONSTRUCTION AGREEMENT TERMS AND CONDITIONS MNDOT AGREEMENT 1052577 STATE PROJECT 8605-59 WHEREAS, The City of Monticello has applied for state funds through the Transportation Economic Development Program; and WHEREAS, The project would make improvements to the intersection of Pine Street, Trunk Highway No. 25 and Broadway Street, County State Aid Highway No. 75 NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO that the City of Monticello is authorized to enter into MNDOT Agreement 1052577 with the State of Minnesota, Department of Transportation for the following purposes: 1. To provide for payment by the State to the City of the State's share of the costs of the concrete curb and gutter, concrete sidewalk, revise signal system construction, and other associated construction to be performed upon, along, and adjacent to Trunk Highway No. 25 at County State Aid Highway No. 75 within the corporate City limits under State Project No. 8605-59. BE IT FURTHER RESOLVED that the Mayor and the City Administrator are authorized to execute the Agreement and any amendments to the Agreement. ADOPTED BYthe Monticello City Council this 10th day of July, 2023. ATTEST: CITY OF MONTICELLO Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor State Project Number (SP): Trunk Highway Number (TH): Signal System ID: MnDOT Contract No.: 1052577 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION AND CITY OF MONTICELLO COOPERATIVE CONSTRUCTION AGREEMENT 8605-59 25=025 1735201 Original Amount Encumbered $395,907.76 This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation (State) and the City of Monticello, acting through its City Council (City). Recitals 1. The City will perform grading, concrete and bituminous paving, sanitary sewer, watermain, modular block walls, ADA improvements, and lighting construction and other associated construction upon, along, and adjacent to Trunk Highway No. 25 at County State Aid Highway (CSAH) No. 75 according to City -prepared plans, specifications, and special provisions designated by the City and by the State as State Project No. 8605-59 (TH 25=025) (Project); and 2. The City requests the State participate in the costs of the concrete curb and gutter, concrete sidewalk, revise signal system, and related construction and the State is willing to participate in the costs of said construction and associated construction engineering; and 3. The City has applied for Transportation Economic Development ("TED") Program funds allowing State Trunk Highway funds to be used for up to 70 percent of the total project costs, based on MnDOT's Cost Participation Policy. The TED funds are capped at $469,000.00 and cannot exceed 70 percent of the total project costs or the eligible trunk highway total project costs, whichever is less; and 4. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining, and improving the trunk highway system. Agreement 1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits 1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by Minnesota Statutes § 16C.05, subdivision 2. 1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled. 1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this Agreement, including, without limitation, the following clauses: 2.4. State Ownership of Improvements; 5. Maintenance by the City; 11. Liability; Worker Compensation Claims; Insurance; 14. State Audits; 15. Government Data Practices; 16. Governing Law; Jurisdiction; Venue; and 18. Force Majeure. The terms and conditions set forth in Article 6. Signal System and EVP System Operation and Maintenance will survive the expiration of this Agreement, but may be terminated by another agreement between the parties. -1- City-County Payable Standard with Signal MnDOT Contract No.: 1052577 1.4. Plans, Specifications, and Special Provisions. State -approved City plans, specifications, and special provisions designated by the City and by the State as State Project No. 8605-59 (TH 25=025) are on file in the office of the City's Engineer and incorporated into this Agreement by reference (Project Plans). 1.5. Exhibits. Preliminary Schedule "I" is attached and incorporated into this Agreement. 2. Right -of -Way Use 2.1. Limited Right to Occupy. The State grants to the City (and its contractors and consultants) the right to occupy Trunk Highway Right -of -Way as necessary to perform the work described in the Project Plans. This right is limited to the purpose of constructing the Project, and administering such construction, and may be revoked by the State at any time, with or without cause. Cause for revoking this right of occupancy includes, but is not limited to, breaching the terms of this or any other agreement (relevant to this Project) with the State, failing to provide adequate traffic control or other safety measures, failing to perform the construction properly and in a timely manner, and failing to observe applicable environmental laws or terms of applicable permits. The State will have no liability to the City (or its contractors or consultants) for revoking this right of occupancy. 2.2. State Access; Suspension of Work; Remedial Measures. The State's District Engineer or assigned representative retains the right to enter and inspect the Trunk Highway Right -of -Way (including the construction being performed on such right-of-way) at any time and without notice to the City or its contractor. If the State determines (in its sole discretion) that the construction is not being performed in a proper or timely manner, or that environmental laws (or the terms of permits) are not being complied with, or that traffic control or other necessary safety measures are not being properly implemented, then the State may notify and require the City (and its contractors and consultants) to suspend their operations until the City (and its contractors and consultants) take all necessary actions to rectify the situation to the satisfaction of the State. The State will have no liability to the City (or its contractors or consultants) for exercising or failing to exercise its rights under this provision. 2.3. Traffic Control; Worker Safety. While the City (and its contractors and consultants) are occupying the State's Right -of -Way, they must comply with the approved traffic control plan, and with applicable provisions of the Work Zone Field Handbook (http://www.dot.state.mn.us/trafficeng/workzone/index.html). All City, contractor, and consultant personnel occupying the State's Right -of -Way must be provided with required reflective clothing and hats. 2.4. State Ownership of Improvements. The State will retain ownership of its Trunk Highway Right -of -Way, including any improvements made to such right-of-way under this Agreement, unless otherwise noted. The warranties and guarantees made by the City's contractor with respect to such improvements (if any) will flow to the State. The City will assist the State, as necessary, to enforce such warranties and guarantees, and to obtain recovery from the City's consultants, and contractor (including its sureties) for non-performance of contract work, for design errors and omissions, and for defects in materials and workmanship. Upon request of the State, the City will undertake such actions as are reasonably necessary to transfer or assign contract rights to the State and to permit subrogation by the State with respect to claims against the City's consultants and contractors. 2.5. Utility Relocation. The State authorizes the City to issue Notices and Orders for utility relocation in accordance with Minnesota Statutes §161.45 and Minnesota Rules Part 8810.3100 through 8810.3600. 3. Contract Award and Construction 3.1. Bids and Award. The City will receive bids and award a construction contract to the lowest responsible bidder (or best value proposer), subject to concurrence by the State in that award, according to the Project Plans. The contract construction will be performed according to the Project Plans. -2- City-County Payable Standard with Signal MnDOT Contract No.: 1052577 3.2. Bid Documents Furnished by the City. The City will, within seven days of opening bids for the construction contract, submit to the State's District Engineer a copy of the low bid and an abstract of all bids together with the City's request for concurrence by the State in the award of the construction contract. The City will not award the construction contract until the State advises the City in writing of its concurrence. 3.3. Rejection of Bids. The City may reject and the State may require the City to reject any or all bids for the construction contract. The party rejecting or requiring the rejection of bids must provide the other party written notice of that rejection or requirement for rejection no later than 30 days after opening bids. Upon the rejection of all bids, a party may request, in writing, that the bidding process be repeated. Upon the other party's written approval of such request, the City will repeat the bidding process in a reasonable period of time, without cost or expense to the State. 3.4. Direction, Supervision, and Inspection of Construction A. The contract construction will be under the direction of the City and under the supervision of a registered professional engineer; however, the State participation construction covered under this Agreement will be open to inspection by the State District Engineer's authorized representatives. The City will give the District Engineer at Baxter five days' notice of its intention to start the contract construction. B. Responsibility for the control of materials for the contract construction will be on the City and its contractor and will be carried out according to Specifications No. 1601 through and including No. 1609 in the State's current Standard Specifications for Construction. 3.5. Completion of Construction. The City will cause the contract construction to be started and completed according to the time schedule in the construction contract special provisions. The completion date for the contract construction may be extended, by an exchange of letters between the appropriate City official and the State District Engineer's authorized representative, for unavoidable delays encountered in the performance of the contract construction. 3.6. Plan Changes. The State will not participate in the cost of any contract construction that is in addition to the State participation construction covered under this Agreement unless the following conditions have been met: A. The necessary State funds have been encumbered. B. All changes in the Project Plans and all addenda, change orders, supplemental agreements, and work orders entered into by the City and its contractor for State participation construction are approved in writing by the State District Engineer's authorized representative. 3.7. Compliance with Laws, Ordinances, and Regulations. The City will comply and cause its contractor to comply with all Federal, State, and Local laws, and all applicable ordinances and regulations. With respect only to that portion of work performed on the State's Trunk Highway Right -of -Way, the City will not require the contractor to follow local ordinances or to obtain local permits. 4. Right -of -Way; Easements; Permits 4.1. The City will obtain all rights-of-way, easements, construction permits, and any other permits and sanctions that may be required in connection with the local and trunk highway portions of the contract construction. Before payment by the State, the City will furnish the State with certified copies of the documents for rights-of-way and easements, construction permits, and other permits and sanctions required for State participation construction covered under this Agreement. -3- City-County Payable Standard with Signal MnDOT Contract No.: 1052577 4.2. The City will convey to the State by quit claim deed, all newly acquired rights needed for the continuing operation and maintenance of the Trunk Highway, if any, upon completion of the Project, at no cost or expense to the State. 4.3. The City will comply with Minnesota Statutes § 216D.04, subdivision 1(a), for identification, notification, design meetings, and depiction of utilities affected by the contract construction. 4.4. The City will submit to the State's Utility Engineer an original permit application for all utilities owned by the City to be constructed upon and within the Trunk Highway Right -of -Way. Applications for permits will be made on State form "Application for Utility Permit on Trunk Highway Right -of -Way" (Form 2525). 4.5. The City will submit to the Minnesota Pollution Control Agency the plans and specifications for the construction or reconstruction of its sanitary sewer facilities to be performed under the construction contract and obtain, under Minnesota Statutes § 115.07 or Minnesota Rules 7001.1030, subpart 2C, either a permit or written waiver from that agency for that construction or reconstruction. The City is advised that under Minnesota Rules 7001.1040, a written application for the permit or waiver must be submitted to the Minnesota Pollution Control Agency at least 180 days before the planned date of the sanitary sewer facility construction or reconstruction. 5. Maintenance by the City Upon completion of the Project, the City will provide the following without cost or expense to the State: 5.1. Municipal Utilities. Maintenance of any municipal -owned utilities construction, without cost or expense to the State. 5.2. Sidewalks. Maintenance of any sidewalk construction, including stamped and colored concrete sidewalk (if any) and pedestrian ramps. Maintenance includes, but is not limited to, snow, ice and debris removal, patching, crack repair, panel replacement, cross -street pedestrian crosswalk markings, vegetation control of boulevards (if any), and any other maintenance activities necessary to perpetuate the sidewalks in a safe, useable, and aesthetically acceptable condition. 5.1. Storm Sewers. Routine maintenance of any storm sewer facilities construction. Routine maintenance includes, but is not limited to, removal of sediment, debris, vegetation, and ice from grates and catch basins, and any other maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, or sedimentation, this also includes informing the District Maintenance Engineer of any needed repairs. 5.2. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm sewer facilities constructed under the construction contract that was not included in the drainage for which the storm sewer facilities were designed, without first obtaining written permission to do so from the other party. 6. Signal System and EVP System Operation and Maintenance All operation and maintenance terms, including timing and power provisions, in Traffic Control Signal Agreement No. 1000507, dated August 11, 2015, for the existing traffic control signal on TH 25 at CSAH 75 and on TH 25 at River Street will remain in full force and effect. 7. Basis of State Cost 7.1. Available Funding. TED Program funds allow State Trunk Highway funds to be used for up to 70 percent of the total project costs based on MnDOT's Cost Participation Policy. The TED funds are capped at $395,907.76 and cannot exceed 70 percent of the total project costs or the eligible trunk highway total project costs, whichever is less. -4- City-County Payable Standard with Signal MnDOT Contract No.: 1052577 7.2. Schedule Y'. The Preliminary Schedule "I" includes anticipated State participation construction items and the construction engineering cost share covered under this Agreement. 7.3. State Participation Construction. The State will participate in the following at the percentages indicated. The construction includes the State's proportionate share of item costs for mobilization and traffic control. A. 100 Percent will be the State's rate of cost participation in all of the concrete curb and gutter, concrete sidewalk, and related revise signal system construction. The construction includes, but is not limited to, those construction items tabulated on Sheet No. 2 of the Preliminary Schedule "I". B. 50 Percent will be the State's rate of cost participation in all of the revise signal system construction. Revise signal system construction is tabulated on Sheet No. 2 of Preliminary Schedule "I" and is included in the 100% cost share construction covered under Article 7.2.A. 7.4. State Furnished Materials. The State will furnish a cabinet, Autoscope vehicle detection system with 4 cameras, and fiber (State Furnished Materials), according to the Project Plans, to operate the traffic control signal system covered under this Agreement. The City's lump sum share for State Furnished Materials is $36,546.12. The State's lump sum share for State Furnished Materials is $36,546.12. The City and State's cost shares for State Furnished Materials (total cost) will be deducted from the State's total construction cost share as shown in the Schedule "I." 7.5. Construction Engineering Costs. The State will pay a construction engineering charge equal to 8 percent of the total State participation construction covered under this Agreement, up to the capped amount. 7.6. Addenda, Change Orders, Supplemental Agreements, and Work Orders. The State will share in the costs of construction contract addenda, change orders, supplemental agreements, and work orders that are necessary to complete the State participation construction covered under this Agreement and are approved in writing by the State District Engineer's authorized representative. 7.7. Liquidated Damages. All liquidated damages assessed the City's contractor in connection with the construction contract will result in a credit shared by each party in the same proportion as their total construction cost share covered under this Agreement is to the total contract construction cost before any deduction for liquidated damages. 8. State Cost and Payment by the State 8.1. State Cost. $395,907.76 is the State's estimated share of the costs of the contract construction (less State Furnished Materials cost), which includes the construction engineering cost share as shown in the Preliminary Schedule "I." The Preliminary Schedule "I" was prepared using anticipated construction items and estimated quantities and unit prices and may include any credits or lump sum costs. Upon review of the construction contract bid documents described in Article 3.2, the State will decide whether to concur in the City's award of the construction contract and, if so, prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement. 8.2. Conditions of Payment. The State will pay the City the State's total estimated construction cost share, which does not include the construction engineering cost share or the contingency amount, as shown in the Revised Schedule "I," after the following conditions have been met and following the payment schedule: A. Encumbrance by the State of the State's total estimated construction cost share, the construction engineering cost share, and the contingency amount, as shown in the Revised Schedule "I." -5- City-County Payable Standard with Signal MnDOT Contract No.: 1052577 B. Approval by the State's Land Management Director at Saint Paul of certified documentation, submitted by the City, for all right-of-way and easement acquisitions required for the contract construction. C. Execution of this Agreement and transmittal to the City, including a letter advising of the State's concurrence in the award of the construction contract. D. The State's receipt of a written request from the City for the advancement of funds. The request will include certification by the City that all necessary parties have executed the construction contract. Payment Schedule for TED Funds 1St Payment = 50 Percent of State's estimated total cost upon award of the construction contract. 2nd Payment = Remainder of State's estimated total cost share upon completion of 50 Percent of the contract construction. 8.3. Limitations of State Payment; No State Payment to Contractor. The State's participation in the contract construction is limited to the State participation construction shown in Article 8.1, and the State's participation will not change except by a mutually agreed written amendment to this Agreement. The State's payment obligation extends only to the City. The City's contractor is not intended to be and will not be deemed to be a third party beneficiary of this Agreement. The City's contractor will have no right to receive payment from the State. The State will have no responsibility for claims asserted against the City by the City's contractor. 8.4. Construction Costs Exceeding Encumbered Amount. Whenever it appears the cost of the State participation construction covered under this Agreement is about to exceed the current amount of encumbered State funds, the City will notify the State District Engineer's authorized representative in writing prior to performance of the additional State participation construction. Notification will include an estimate in the amount of additional funds necessary to complete the State participation construction including construction engineering costs and the reason(s) why the current amount encumbered will be exceeded. The State will, upon its approval of the additional State participation construction, encumber the necessary additional funds. That action will have the effect of amending this Agreement so as to include the State's share of the costs of the additional construction. Should the City cause the performance of additional contract construction which would otherwise qualify for State participation construction covered under this Agreement, but for which the State has not previously encumbered funds, that additional contract construction is done at the City's own risk. The City will notify the State District Engineer's authorized representative in writing of the additional State participation construction. Notification will include an estimate in the amount of additional funds necessary to cover the additional State participation construction including construction engineering costs and the reason(s) why the current amount encumbered was exceeded. If the State District Engineer's authorized representative approves the additional State participation construction, the City's claim for compensation along with a request for encumbrance of the necessary additional funds will be submitted to the State's Budget Section for review of compliance with Minnesota Statutes § 16A.15, subdivision 3, but no guarantee is made that the claim will be approved by the State's Budget Section. If the claim for compensation and the request for encumbrance of the necessary additional funds are approved by the State's Budget Section, that action will have the effect of amending this Agreement so as to include the State's share of the costs of the additional construction. 8.5. Records Keeping and Invoicing by the City. The State will provide the City with a Payment Processing Package containing a Modified Schedule "I" form, instructions, and samples of documents for processing final payment of the State participation construction covered under this Agreement. City -County Payable Standard with Signal MnDOT Contract No.: 1052577 The City will keep records and accounts that enable it to provide the State with the following prior to final payment: A. A copy of the Modified Schedule "I" which includes final quantities of State participation construction. B. Copies of the City contractor's invoice(s) covering all contract construction. C. Copies of the endorsed and canceled City warrant(s) or check(s) paying for final contract construction, or computer documentation of the warrant(s) issued, certified by an appropriate City official that final construction contract payment has been made. D. Copies of all construction contract change orders, supplemental agreements, and work orders. E. A certification form, attached to a copy of the Final Schedule "I," both provided by the State. The certification form will be signed by the City's Engineer in charge of the contract construction attesting to the following: L Satisfactory performance and completion of all contract construction according to the Project Plans. ii. Acceptance and approval of all materials furnished for the contract construction relative to compliance of those materials to the State's current Standard Specifications for Construction. iii. Full payment by the City to its contractor for all contract construction. F. When requested, copies certified by the City's Engineer, of material sampling reports and material testing results for the materials furnished for the contract construction. G. A copy of the "as built" plan sent to the District Engineer. H. A formal invoice (original and signed) in the amount due the City as shown in the Final Schedule "I." 8.6. Final Payment by the State. Upon completion of all contract construction, the State will prepare a Final Schedule "I" according to the procedures detailed in the Payment Processing Package and submit a copy to the City. The Final Schedule "I" will be based on final quantities, and include all State participation construction items and the construction engineering cost share covered under this Agreement. If the final cost of the State participation construction exceeds the amount of funds advanced by the State, the State will pay the difference to the City without interest. If the final cost of the State participation construction is less than the amount of funds advanced by the State, the City will refund the difference to the State without interest. The State and the City waive claims for any payments or refunds less than $5.00 according to Minnesota Statutes § 15.415. 8.7. Reporting of Economic Benefits. The City will provide an annual report on the economic benefits that have materialized, including the increase in jobs, in tax base and property development. This report must be provided annually on January 1St of each year for a period of 5 years after the completion of construction. This report will be provided to the Transportation Economic Development Coordinator at MnDOT. 9. Authorized Representatives Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give and receive any notice or demand required or permitted by this Agreement. -7- City-County Payable Standard with Signal MnDOT Contract No.: 1052577 9.1. The State's Authorized Representative will be: Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor) Address: 395 John Ireland Boulevard, Mailstop 682, Saint Paul, MN 55155 Telephone: (651) 366-4634 Email: malaki.ruranika@state.mn.us 9.2. The City's Authorized Representative will be: Name, Title: Rachel Leonard, City Administrator (or successor) Address: 505 Walnut Street, Monticello, MN 55362 Telephone: (763) 271-3275 Email: rachel.leonard@ci.monticello.mn.us 10. Assignment; Amendments; Waiver; Contract Complete 10.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other party and a written assignment agreement, executed and approved by the same parties who executed and approved this Agreement, or their successors in office. The foregoing does not prohibit the City from contracting with a third -party to perform City maintenance responsibilities covered under this Agreement. 10.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 10.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the provision or the party's right to subsequently enforce it. 10.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State and the City. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 11. Liability; Worker Compensation Claims; Insurance 11.1. Each party is responsible for its own acts, omissions and the results thereof to the extent authorized by law and will not be responsible for the acts and omissions of others and the results thereof. Minnesota Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and other applicable law govern liability of the City. Notwithstanding the foregoing, the City will indemnify, hold harmless, and defend (to the extent permitted by the Minnesota Attorney General) the State against any claims, causes of actions, damages, costs (including reasonable attorney's fees), and expenses arising in connection with the Project covered by this Agreement, regardless of whether such claims are asserted by the City's contractor(s) or consultant(s) or by a third party because of an act or omission by the City or its contractor(s) or consultant(s). 11.2. Each party is responsible for its own employees for any claims arising under the Workers Compensation Act. 11.3. The City may require its contractor to carry insurance to cover claims for damages asserted against the City's contractor. 12. Nondiscrimination Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are considered part of this Agreement. IN City -County Payable Standard with Signal MnDOT Contract No.: 1052577 13. Title VI/Nondiscrimination Assurances The City agrees to comply with all applicable US DOT Standard Title VI/Non-Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E, which can be found at: https://edocs- public.dot.state.mn.us/edocs public/DMResultSet/download?docld=11149035. If federal funds are included in this Agreement, the City will ensure the appendices and solicitation language within the assurances are inserted into contracts as required. The State may conduct a review of the City's compliance with this provision. The City must cooperate with the State throughout the review process by supplying all requested information and documentation to the State, making City staff and officials available for meetings as requested, and correcting any areas of non-compliance as determined by the State. 14. State Audits Under Minnesota Statutes § 16C.05, subdivision 5, the City's books, records, documents, accounting procedures, and practices relevant to this Agreement are subject to examination by the State and the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement. 15. Government Data Practices The City and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the City under this Agreement. The civil remedies of Minnesota Statutes §13.08 apply to the release of the data referred to in this clause by either the City or the State. 16. Governing Law; Jurisdiction; Venue Minnesota law governs the validity, interpretation, and enforcement of this Agreement. Venue for all legal proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 17. Termination; Suspension 17.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties or by the State for insufficient funding as described below. 17.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the City. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the City will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if this Agreement is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. 17.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this Agreement and all work, activities, performance, and payments authorized through this Agreement. Any work performed during a period of suspension will be considered unauthorized work and will be undertaken at the risk of non-payment. 18. Force Majeure No party will be responsible to the other for a failure to perform under this Agreement (or a delay in performance) if such failure or delay is due to a force majeure event. A force majeure event is an event beyond a ME City -County Payable Standard with Signal MnDOT Contract No.: 1052577 party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. (The remainder of this page has been intentionally left blank.) rM% " ArjAFT -10- City-County Payable Standard with Signal STATE ENCUMBRANCE VERIFICATION Individual certifies that funds have been encumbered as required by Minnesota Statutes § 16A.15 and 16C.05. Signed Date: SWIFT Purchase Order: 3000709706 CITY OF MONTICELLO The undersigned certify that they have lawfully executed this contract on behalf of the Governmental Unit as required by applicable charter provisions, resolutions, or ordinances. By: IL Title: Date: By Title Date: MnDOT Contract No.: 1052577 DEPARTMENT OF TRANSPORTATION Recommended for Approval: By: (District Engineer) Date: Approved: By: (State Design Engineer) Date: COMMISSIONER OF ADMINISTRATION By: (With Delegated Authority) Date: INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION. -11- City-County Payable Standard with Signal 0 PRELIMINARY SCHEDULE "I" Agreement No. 1052577 City of Monticello SP 8605-59 (TH 25=025) State Funds/TED Preliminary: June 27, 2023 Grading, concrete and bituminous paving, sanitary sewer, watermain, modular block walls, ADA improvements, and lighting construction performed under City contract with located on TH 25 at CSAH 75 ONE STATE COST PARTICIPATION SP 8605-59 Construction (From Sheet No. 2) 400,420.26 Construction Subtotal $400,420.26 Construction Engineering (8%) 32,033.62 State Furnish Materials {State Co 36,546.12 Agreement Subtotal $469,000.00 State Furnished Materials ( Co ($73,092.24) Total State Cost $395,907.76 Encumbered Amount $395 907.76 STATE PAYMENT SCHEDULE Payment 1 - 50% of construction cost upon award $181,937.07 Payment 2 - 50% of construction cost at 50% Project completion $181,937.07 Final Payment - remaining construction and construction engineering costs Total Payment $32,033.62 $395,907.76 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 1 - (1) 100% TED FUNDS, BALANCE CITY (P) = PLAN QUANTITY 1052577 ITEM NUMBER SP 8605-59 MEEML WORK ITEM UNIT QUANTITY UNIT PRICE COST 1 2021.501 MOBILIZATION LUMP SUM 0.02 655,000.00 13,100.00 2104.503 REMOVE CURB AND GUTTER LIN FT 180.00 5.00 900.00 2104.504 REMOVE BITUMINOUS PAVEMENT (STREET) SQ YD 581.00 4.00 2,324.00 2104.518 REMOVE CONCRETE WALK SQ FT 2,440.00 1.40 3,416.00 2106.507 SUBGRADE EXCAVATION (EV) CU YD 44.00 18.00 792.00 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P) CU YD 374.00 26.00 9,724.00 2108.504 GEOTEXTILE FABRIC TYPE 5 SQ YD 140.00 3.00 420.00 2211.507 AGGREGATE BASE CLASS 5 (CV) (P) CU YD 172.00 45.00 7,740.00 2502.503 4" PERF PVC PIPE DRAIN LIN FT 183.00 7.00 1,281.00 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2.00 2,500.00 5,000.00 2506.502 ADJUST FRAME AND RING CASTING EACH 2.00 750.00 1,500.00 2521.518 6" CONCRETE WALK SQ FT 2,367.00 11.00 26,037.00 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 42.00 34.00 1,428.00 2531.503 2531.603 CONCRETE CURB AND GUTTER DESIGN B624 CONCRETE SILL LIN FT LIN FT 186.00 228.00 38.00 5.00 7,068.00 1,140.00 2531.618 TRUNCATED DOMES SQ FT 83.00 60.00 4,980.00 2550.503 2" NON-METALLIC CONDUIT LIN FT 350 0 10.00 3,500.00 2550.503 3" PUSHED CONDUIT LIN FT 300.0 25.00 7,500.00 2550.602 2550.602 FIBER OPTIC SPLICE /PAT FIBER OPTIC PIGTAIL TE PANEL ATION_' EACH 2.00 7,500.00 15,000.00 EACH 2.00 2,000.00 4,000.00 2550.602 PULL VAULT E H 4.00 2,500.00 10,000.00 2550.603 2563.601 FIBER OPTIC TRUNK CAB 6SM TRAFFIC CONTROL 41 LIN FT 975.00 3.00 2,925.00 LUMP SUM 0.05 75,000.00 3,750.00 2565.616 REVISE SIGNAL SYSTEMA SYSTEM 0.50 150,000.00 75,000.00 2565.616 TEMPORARY SIGNAL SYSTEM A SYSTEM 1.00 200,000.00 200,000.00 2573.502 STORM DRAIN INLET PROTECTION EACH 2.00 250.00 500.00 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 40.00 7.50 300.00 TOTAL $409,325.00 (1) TED FUNDS $400,420.26 (capped at $400,420.26) BALANCE CITY $8,904.74 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 2 - (_) 100% STATE (P) = PLAN 01TANTTTY 1052577 ITEM SP 8605-59 NUMBER STATE FURNISHED MATERIALS - SIGNAL SYSTEM "A" UNIT QUANTITY UNIT PRICE COST ATC CABINET 350 EACH 1.00 39,425.64 39,425.64 AUTOSCOPE VIDEO DETECTION SYSTEM EACH 1.00 3,258.79 3,258.79 AUTOSCOPE VIDEO DETECTION CAMERA EACH 4.00 7,372.06 29,488.24 FIBER EACH 1.00 919.57 919.57 TOTAL $73,092.24 50% STATE $36,546.12 50% CITY $36,546.12 Data is considered Non-public prior to project award under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. - 3 - CITY OF MONTICELLO RESOLUTION IT IS RESOLVED that the City of Monticello enter into MnDOT Agreement No. 1052577 with the State of Minnesota, Department of Transportation for the following purposes: To provide for payment by the State to the City of the State's share of the costs of the concrete curb and gutter, concrete sidewalk, revise signal system construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway No. Trunk Highway No. 25 at County State Aid Highway No. 75 within the corporate City limits under State Project No. 8605-59. IT IS FURTHER RESOLVED that the Mayor and the (Title) are authorized to execute the Agreement and any amendments to the Agreement. CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of Monticello at an authorized meeting held on the day of , 2023 as shown by the minutes of the meeting in my possession. City Council Agenda: 7/10/2023 4A. Consideration of adopting Resolution 2023-61 approving the plans, specifications, and the advertisement of bids for the Bertram Chain of Lake Reeional Athletic Park Phase II improvements Prepared by: Meeting Date: ❑ Consent Agenda Item Parks & Rec Director 7/10/2023 ® Regular Agenda Item Reviewed by: Approved by: Finance Director, Community City Administrator Development Director; Public Works Director/City Engineer ACTION REQUESTED Motion to adopt Resolution 2023-61 approving the plans, specifications, and the advertisement of bids for the Bertram Chain of Lakes Regional Athletic Park Phase II improvements. PREVIOUS COUNCIL ACTION January 9, 2023: Authorized preparation of plans and specifications for Phase II improvements at the Bertram Chain of Lakes Regional Athletic Park using WSB Engineering Services for $113,533 — and to authorize application for required permits, including Wright County Land Alteration Permit. January 9, 2023: Adopted Resolution 2023-23 authorizing submission of a 2023 Outdoor Recreation Grant application for access improvements at the Bertram Chain of Lakes Regional Athletic Park. REFERENCE AND BACKGROUND In 2015, the City of Monticello and Wright County entered into a Joint Powers Agreement for operations, maintenance, and capital improvements at Bertram Chain of Lakes Regional Park. In 2021, the City and County also entered into an Operating Memorandum further identifying the development and operations at the park. The City and County are 50/50 owners of the park, and the two documents define the format of operations and maintenance between the two entities. The City of Monticello builds and maintains the active areas of the park, primarily the athletic fields and associated infrastructure of the regional athletic park. Wright County has invested in and maintains the passive areas of the park, including the campground, swimming beach and nature trails. City Council Agenda: 7/10/2023 In addition to the areas operated by the City and Wright County, the YMCA of the Greater Twin Cities also has an Operating Agreement and Ground Lease for 99 years (2008-2107) for Camp Manitou. With these primary partners as well as variety of other stakeholders, use of the park continues to increase, and the mix of activities has necessitated the next phase of City investment. Associations have been expanding their programs to accommodate additional participants and require more recreation space for sports like soccer, football, and lacrosse. When coupled with the frequent public use of other park amenities, there is a need for additional parking, circulation, and safety enhancements. City staff propose a set of core infrastructure improvements to the Regional Athletic Park to maintain a level of commitment to all the stakeholders that helped Bertram become a reality. The improvements include: • Expanding the northern gravel parking lot to the east • Adding a southern gravel parking lot • Installing electrical services • Adding a gravel two-way road connecting the existing park drive around the western side of the pond to Wright County's main entrance road to the south • Expanding gravel trails • Adding paved accessible parking stalls within north and south lots • Adding a 20 x 40 open-air picnic shelter with picnic tables • Adding a bench and drinking fountains • Adding concrete pads for portable restrooms • Constructing stormwater culverts • Extending irrigation mainlines to provide expanded coverage with Kifco units • Restoring landscape plantings with naturalized seed mixtures/erosion blankets for swales/steep slopes • Executing the tree planting plan • Adding directional signage in the project area City staff secured the required Land Alteration permit from Monticello Township and Wright County Planning and Zoning, and both the Parks, Arts & Recreation Commission and the Bertram Chain of Lakes Advisory Council support the improvements. As part of the project, the City of Monticello applied for a Minnesota DNR Outdoor Recreation Grant in an effort to secure funding support. Unfortunately, the DNR received $18.2 million in requests with an available $6.3 million funding, and Monticello was not selected as a grant recipient. However, given the level of activity in the athletic park and larger regional park, staff still recommends moving forward with constructing the improvements in 2023. City Council Agenda: 7/10/2023 WSB prepared the final construction documents, including plans and specifications in sufficient detail for the City to pursue competitive bids. Based on the current bidding environment, bid alternate items have been identified to ensure that the improvement scope will fit within the budget limits. Pending authorization to bid, staff anticipates City Council consideration of awarding the project at the August 14 meeting with construction to start in late summer. The spring of 2024 would be the anticipated project completion date. Budget Impact: The approved CIP includes $1,000,000 for improvements at Bertram Chain of Lakes Regional Athletic Park for 2023. The project will be funded from the Park and Pathway Improvement Fund with previously authorized design services (WSB) of $113,533, allowing for construction costs of $886,467. The current engineer's estimate, which includes bid alternates, is roughly $1,300,000. II. Staff Workload Impact: Managing consultant and project timelines. III. Comprehensive Plan Impact: The 2040 Plan's goals and policies of the Parks, Pathways and Open Space chapter seek to complete the phased development of Regional Athletic Park at the Bertram Chain of Lakes and promote its use and enjoyment, stating "Continue to recognize the Bertram Chain of Lakes Regional Park as the crown jewel of the Monticello parks and open space system, maintained as permanent open space while providing passive and active recreation opportunities, habitat protection and ecological value to the community and region." Further, the Implementation Chapter includes Policy 3.3: Regional Athletic Park - "Complete development of the BCOL Regional Athletic Park in support of local and regional athletic space needs and as an economic development tool for the community." STAFF RECOMMENDED ACTION Staff recommends approval of the resolution. As noted above, the proposed Phase II improvements for the Bertram Chain of Lakes Athletic Park maintain the level of commitment to its stakeholders that helped Bertram become a reality for Monticello. SUPPORTING DATA A. Resolution 2023-61 B. Bertram Chain of Lakes Regional Athletic Park master plan map C. Project plans CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-61 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE 2023 BERTRAM CHAIN OF LAKES REGIONAL ATHLETIC PARK PHASE II IMPROVEMNTS PROJECT WHEREAS, pursuant to approval by the City Council on January 923, WSB prepared plans and specifications for the Bertram Chain of Lakes which include the following improvement: • Northern gravel parking lot expansion to the east. • Add southern gravel parking lot. • Electrical services. • Add gravel two-way road connecting the existing park drive around the western side of the pond and connect to Wrights County's main entrance road to the south. • Gravel trail expansion. • Add paved accessible parking stalls within north and south lots. • Add a 20 x 40 open-air picnic shelter with picnic tables. • Add a bench and drinking fountains. • Add concrete pads for portable restrooms. • Storm water culverts. • Extend irrigation mainlines to provide expanded coverage with Kifco units. • Restoration/landscape planting, naturalized seed mixtures/erosion blankets for swales/steep slopes. • Tree planting plan. • Signage. WHEREAS, the City Parks, Arts & Recreation Director presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: 1. Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. The designated authority shall prepare and cause to be inserted in the official paper and in a recognized industry trade journal an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City's legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed as set forth in the instructions to bidders in compliance with the requirements of electronic bidding and bid security. ADOPTED BYthe Monticello City Council this 10th day of July, 2023. ATTEST: CITY OF MONTICELLO Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor _I.Y. r.s;-�: �-.;tr�f '5�,.�-j-::.1,t.•;s.r, �n.�,.,-" x -t ;i'r.`,,"r''•` t�.: '�'�'. ;�.. �•. � �' .•i.'. •-fes'-" --a:-ter-'- n.° •ri .+r►' � '3'i`i.� _�.a. 1 1 1 ,{!� % r i?i► .�. d \ � V 'I%r� a. r y- '`€��-:.es'' , - - .. 1 a , :•�e:'� .;.7:-;->y.�:-_ : �^?.{'" - - :F r r � • T - - ..Ij`1%.. `511�~ ��� �, � �:,'sa ■ _(�,/+��+ � � .a 1�iR�.. �� ►+i ..�- - r-:�+�f:���� r!�•_,s_-.-j.-t'-sli: .�:.sLa+�'Y,��-•- - ; % y .�1 - .. --�1 mss_ 7frafL-..f• � - !!•- '.'s,!l�:r !3i!�1,�?_� • r: ;+= �^ =�� r i \/ •�`�' �- _ _ � � - .. . 1- 'L, `.. yam.'. :g _;• :; ._E.T.::C`-�i 1•i;ili:...T.4 f-:•IiV• v,' Y.r i1-�•: == ,J�^.F. {Psr� IL �_ ,. * •ate � ,� � � i •• - � r.- , .'s ,�� Ilk ..���� 4-, � I • ,I I rr.. '� moi! ,r . r-`�s��l1- �r/[lam ,�� �% 1 1 1 � � '.'�% 1 1 1 Tr . �I 1 1 1 `�:-•'�' .�~ ""'' �4y�.!`. ���� • .rte. I �;r; 1 1 1 1 1 1 1 :► I�I 1 1 ► 1 1 '. '. . „rte }�= .� �� [�'* � • 1 1/ '� 1 1 . 1 r r. � - - - - �:-..f 1 I 1 1 1 / / 1 1 / ����, ~ ��;1' - , I � �;�k7 ' ' �� �/,,,. - �/i�i �7 ��jti,� � • ' �r, : k�q� -' r.. ' � 1 1 . 1 1 I 1 f � �;... 1 1 I _ I 1 / 1 1 1 - �� � I:V, y � l -� � #',;' 7 sY■■■■fl■ � • �^��1�� �-�:.+1aI'L� �rfy1;•- _ "�,.'I`-. ': ;�� �t: • - 1 1 �1��-/�f�4 • 1 • . • • �A1r•' ...1�► :.r ~i■ �F i �yR f�'�• r.��N �,1i1� +�'3 .y4�w. �,Lr ■ , �-� ,,f)a' �■ i�' i >�'�- ` 1/ - 11/;• -: �,.. �:� .�:.�,.•:' .� t�� rr a �l i I ! r, I" MwE _ '�:i/�� t3 �. ,� �'�.'r � I"-':; _I �� .�, � �'�`-s^-. �*l■A'1�.� ' 1 1 [ rP i I�r_ 1,.,_ fI [��_ II;�.` .; •.. �•, :,_ � ,�� :=:rfl�. � �.1,%L � �= ►r► ' �;h••, : �i,! - � � >~ � L rxn^» - > � ;tom _ ' /� ,:a r � /� . �T•� I V iii - � � r "r: , I,.., • • ` y _ .._. �n:�'�: �..r � • r_ �� r_ •rte � ��- � :rte -* �� �.. �� �- � ♦ � � ��'!h'� >• _x,11 r'• � ,� 1' � 1/ ■ �, ` 1 � � ;•� i �Lt� N Irl .-•.� -. �,1 ` - — - ► �.w�_ _ � _ .�, _.�, � . rig.--:ILr, � - <<. -.,.�x �ri��/.` .:�` 1_ ,�.-.� � . .: U � � + � � 1/%._�A�1/%. 1 ,r Ll i yr.l -��`� �. � ;1j'' Y1i�%' r � �R= �` �. r . ■ . • rr ._f�v.� �,.�-�. +,may=:/i-. •L� !Q t � !,•►+ � :'.�+► �_ ' ���4�� �w=•^�-"r ..r � 'r ¢���I/ ¢. L,r �,�, y f `iVj:► i = :SLI. ir S� �>�• 1 ��;�,it•., . y4f�1 �-:.�=drt -�• 1 1 1 1 �ri./{l, =r_f�i 3 �Z sG- - �Z si �w `-f + x'=_ ' L= _ _., I ■ rr�- i���. - • . �42 :�:■�. � � � �� ;�., � f.,fl� .rlL F[�I � :;i►•, f ::�. ■ � - : - 1 r j� � a,, ■J, _,^,, ,. ■111■■■■■�■��* � �iF ` - - - , ��'?! � _= - =Its- � 1 : i ,r � � �• �'`''. �+ \' .ice �x rt,. �, %�' ���■ �.�:- 1 2 Y'��.;ce �n -�r.:r •,r ac,.r•1 � re,.•�r � y • .�i��� i y �/•'G. �i� jil� .:-Y�� ■ : i tw. ��' =�/I: '��a�� � .:.." �?���. • � r�� �. xs� .i'•l i'%'.-�- ��� # • �''�ss: �� �%�= '{; 1` ,J '�� � -.�{�� .�T+� �� - , . F""�� � , �'�i� �1� , r n- »,'� �. mow_ � • -� ` ��� ��""'� ,i � , t :.,�F-� . � ,C � �. -!�',. , i�F•:• _ ...!� S' I, +;r rr +• .a.• ' t„?:��' 'h.•• �- %'. .a�-r •.�..- �.. raLr+. _ r�. �� r��:' ..> .': ' rs�.+. _ �:.y s•_� . "�� �-w �4I� . v 7 . . .7!,.>.a. t„ i...+�v'9.7'-:.. -y.�It: .� .. �.'. �R,e. 1-�., r... .. � l?: �`4:c ..k•� � � •4•'' JI �t II rj�" M: •'ri=_ � -y' . '�� f' .Y _..f. !.rra. z? �` _ ��.,Z_ �•... �,t�_ �-1' n tis ►lr�: ,tea-- ��'..- ` �. -_. ,j J . Fr7: , � ,� _-' •�.=,r r:x .::5 0. r�,;� -� ' .�'� +� '��li. 1 -s' 1 1 1 1 1 1�� • r'� i : rr? `+fir., f•. _ /�.. .? d r o- - '� n:, ,- _ { ►1/ �u r r . r$' I --��:�� /,+ ��_ 3�����► aL 11�%i'-`°"a %.1!- tl •f: r SII:. t: i fir_: � V,, - �1,fi •.�,..�'�r� Rut"'. � r _ �- - _#r1 Lam_ -=r�� ti 1•+=-:i cy; ?' f;Y�+'r•�::" r;y_- f;;!.�. it• -f+'lam •1...��>r •:i.:•- .r. •- ll" I.I .. '� ' r • �';` :.cs- :•,C." .•,r. .,�. i` -r. r:s,- rr: :sem s• - r,C _ .�... - :.: .'+.r ..,-- rt:..: !�%.•. .r. +fie .,. _ _.tr_•.r� .: _ - �;�{ � � •�, �-ir}.:c'r�s.=: _.`�.-'. �r�.:ce:.A.► I. '�.�..=r�r.. '"'�:s`-i���r'v:z. �r�Jsr.-+�v=_- :V.il'i �'i�r'.r.-+� - - r?�^ AwlUlV.'e'7L:yii:�/ �'ti��_- e��'�/`�, `. ,L.. ►i . � �; _�� � w'Y�1� is - � �. _ r ,�.L -� ..�4:{x:�' /1 : .fitT.:_�-� � / �- �/ � � � / � ��::fix?.... w�• ' L = �,= _ � , . �1r .a,. �,. .:.;s.,`.�' 1 I - �1�1 �klt ••` :rte, h,- � . { .,:� � f �f r-� ,� � • y� _ y i r:.•. :�!• ��`+*\�r r� �� . � r�...�+�tit � i �,� � %ww � '' - "r _� �^ .. �� . �, � •� � _ �.�nlc: �f :,,:�,tr.�!: �x r+•. ''xtZ :f' I '�. �• %G ! Yl!1►: � �3'171►- - s � : i/!.'1 � Y � .� _.i "dp /ice . s-����� y- ! j!. _.>�'. �.,�f"�r�•Yrr�.` 1 1 '�. rr� � � �'� �' .•x517 ' ..�Ilt.'1JAi4" ,�17 ' �i. �y, ��>� ».�.R 1 � • ��� S� s` '� r_ 1 1 1 � `- .. ,r.+ .�� � i. 1. r... • .•E� - r.�. • r w4fY1 t_ •_ •.. ""tel "'_,: ; r- � _�' - � ; �., ;i' ���,�-�_:`:` . � �� +' �%,tom • 1r'l ` :NII - .. � - � --- .1��►- '�����L� �� - �,��% Iiif4 r ,y �- �:..� •�.-� Y '� x.11.- r�. / � --x 'rte- I" % ��I� n� .. •./�: .���s• � y� �r1,. i,-- �~ ,� V y1�''/. "C r'ti': ",y.a. :^.Y X111• S-�'• 1 All '�� L_ J'!-. ,c.f �� F :�A� y� ��. w:f -! t � � .• � � A• f� a��1_ �1►� `4- :��t . 1 1 1 1 1 1 1 1 1��r, ' �,�c • �i tet` 'r'3` } � • .� _ A - �M�� •• vx�t� 1���h'KMM• i' , ■ ;F e?� �{►y � - 7y -: •w• r: • 'r' • Al R%1 �a'1:, rte: 11 ' it S•Y.+ ��' ■ L •• i 11` y ''i1 C �.• r 1 1 I ' �, ..I,�j iF`'c� •,• � -•�' ..L • w.^Y- - -.w r ='6`'�' -� --mow •f��-�'�a���v�: :L1i .. • • , � � {�`'-` r !�' ` r �':J-t•`._:ir' . � ��,.- „�� 4•.. - .� 7.�v C•.��' ' � ■ s. ;`�,'�� y� • _ acs � ��;, .�.. �' 6%���FF�iiill,,1 l�mr i = •?!'"�. � T { ' �ew-- �w �G .•f �y �bfr� •ti � "•• ` -■, � _ .•� • � 1 1 1 M Z �,-.J � r f � - °�'� /I,L\" awl,^ „� � �:'�rr:}.,j= f NOW` 1 1 / •':! `s . ::r: rte. :�_,r ;=; � N/' ;, :ter= _:_-� �� s- 1 •, 1 a� '�` _ '''' } ��i �, - . • t_f-�.> :., �.'.•: ► 1 � _W rcl � ` ��1 � :`�L� 1�_=��_��`.►:.- _ � � �, ' • 'i► �,c qtx �:� = r � '7IIi ' Itl► I � , � /�1. _ rl,h =./`lam • .l 1L� - _ �, �" .,K.:�?r. ���� -I at 4 ;�1�Li I�}� ro1LR • ^I`.� •■ • + i • � k '�. �Q:1G' i •' 'i� � ' � • r�r . i a►;L�- v � Lt ♦,��. ;Yie%L; ■/„r .e.i1w:. !`• r •���.�ilc- � �►rte _ ' . • rte, 1 ��S.Illi... `� y 1` �r =� `�.�Us4.y r --�rl [ "•, i r!- r i • �•1.. �� ''�.:•�-r �, ��' r- , .- 1 � - � ,l L v; /1 L � M.' ..- 1� 'Y1- 1r�'r P:,4.^,."�•7. r� .fx,•.. _�k►•�.+..` _ �1� _ : }.i K;_ lk�,^ ' �,'sF.-� �:"..~ �R-•� �� ��� - 70, .,/+;!^ 111►-.- �_�,�' i �"� ..S[�'' �� � _ . u r� •,, ' 'trI :s _:� 1%:: {�' ��1•i�: ,��-+> . , , : ai q��c���;pi �� �.�.. ;t 1 1 . 11 a ��.�/ - • 1 1 1� I ..• � fr `'� � -�►f ,� -- I `ri.:-.�.�1,'�� �� y � �+•" . _ kr. - r �- *�I �> .• . - r 1 1 1 Li��].• rte... - - _.- •v. _ _[ 1 •�,, L- �. �',! r - i��` � , 111 �i.: 'I � til / 1 1 1 / / 1 1 I i��i•� `r,V�� `��y-jCC`^T - - ■ .� II �±Jv<hfi• y 1 I 11 1 I 1 1 1 r .,�, r!. � r �. � - r � � }]f• e T 1 I - r- rf� A:L. I. ` + .i ` _ �►�? " f. y`, 1 II Lei! P Iu 1 1 I ■ +ra. -- - :rte =�; a ti1'fl ..�;, � \ � ��►`•„•, \�_/, Irrl Irl 5'y 1 1 1 'Cr'•�`�!`� ,.y: q��.�"� , �•_r�, ' �. -�_ r l �I'1II II11I� I 1.../L! . �=t I ■ � ► 1, •'^a 1 1 ' ' 1 ~ �"`. y •-� .ti:�l��r'�� - � =i: I11I I11I r•Y � �}1�.: V` „ 1�� �� •- `, #,*= ����,"�'�►,..�L; 1 v` �I Irl Irl _� .�•' �►1/ 1 i+ f w w -,�,•: ' � • - :i,s ..c•,.: � ��•..... ���.�`� 1 �,- tl �G' � ' '��.a. � • riJ ti\�'1 / , � ?a;r few Jib--- Ilo ,�► ,�, � / � � =1� .�--��'.._�' .sem r'� _•, ter:.=' , �l; ��, �1"�' ' � - a� ,,a1 \'�ii• ' SG � 1 :��iti.= :' �'" F"_tom r,�`-mss°_ „•, �._ +_9z::�%I�. S � .c. w it /. `:;s;'t a L . �' '4`:. �,•• "..•.vex _ �' L '�� S� r .''1� r.' � =r'i� � "!•'� r'Y�• �$.` !, 1'.' ,1�I�.. :j f•: -.r � fit'Y.�� _w,._rs .y:,�-. "'� L� - 1'//_ �� �.� - � �.�� I S•:' . �'1•. � '�W � ,�1�' 1 , �� ■ may; ! �-r; - �...,�,� - Y ;�=-,r I •' �' � ' �' •r �'•�"�'_:' .�.. �. f �� ',r � ' i ... � - - t�s: `-�;-�, . �,t. -- .tom' -.�,�. _; ►,� % , , '• ■ ' rt r - .� : �. � �1 ' - ' I �� 1�.' t:�1 . _t.y �#�r IY >a ; i ' 7I Fir •{ - r �1 � ; p�: �� �r-�� � _ / _ M ps- a,.a, .,a-�'�" 'h.� .' / - �� 1. a:;;; - •Ts . �.` •7,a= ,t .3• r� �' 7-i"= k„ .,�r� , � . •�y. � .y+ � r.r t-'+s��x � �'-t1 +'. �. " � �`� •�, .�i1 - .•-ifi•.«?aa � �Y ��1`r•_-"v-w - Irl ���a•=• :\�}}`` �l 'rwf-re Y- -_.-- �-. .4�' �f1� ` �,,.,�,,,�� � . ser - �'��:.' �:=`-�•- wr �e.r, . fir,.. r::i'�� �:r:: �e.r- �i .s' =a .. r :r".? y�:r�- r... ,, -A '�1, _ - _. -��. ��-�/1 l•l , -.1 .-c•. � . „�•� �. �e�� Y.c ,.,; 4• • "mL_r�s.cv'r'::..:: r•': atlr �..c ��':'=1.c^:. -=fir: _ 'rl '/. .�' � �� •v1Y.�i :'F- _ ,X.� :' Y^ � �_�-'��.��c. �s-....�L�F�}'. syr 7;=� - .-.J�ry � �� _L :L �A�•'-. �//ftp - ,��[I�- r.I�il • i�� �w n � �r;•ss..-.� �.. �ex=P-, r.. ,�:,�,.,aa•. • • 1l. `. �'���{j =�111t :Fli �• 1 1 1 1 1 1 1 . � 40 Ali WIN ,� /f, I .` � y � � �.-.,.fel•: SR '' �l � 1 � , • • • r L 1 Ali ,,��,,,`f%'r. _ •-�?L7 : - * ��+' 1 1 1 1 / 1 1 1 1 1 1 • • • • �+a'a� _ - -h.,, Y• " :,tip^�� �. ��= �i".1 - - 1 1 1 •-`v�.rr - y �, 77 w.� :^ • , _ Y �` .r� z?!:w. J.r....a ,Y . a■��-•`-i'!�,�;% �+r' x•� _ � � .r_ •• ��.:-�r-r_-�•Y�,•„�-r':.:y:.-.::+^': .��'3'- rj -.fir=;y - ��-�-�' =• M -Ci �.rN-.! :- v'Cv �J�a.�. - a,ji' .0 �N.ai' .- -C'ti.'• � a Y � � "'.rGY'_. r.G I�[y�Y,��*•" :� a�r,.r- .rr• pp..r ~• ��r , ��w,.. '��.f Y Fr=' -e. , 'rM,-�'_ - :.•��c_,:£•x^�" J1 !�' •,t .�,r! .�:.Y_�lir e�y:.. ,:���r� Y�y.=-� �:,N ,,;[��.-ems - - • , b +x �- j'i�� �'G��`- +X= � b.'.+.+t �: y,•±ff-�. .. .'.` ��.]i%.dn"r.:rw co ch N 0 N 00 N BERTRAM CHAIN OF LAKES IMPROVEMENTS Monticello, Minnesota suar Rd' �1 WSB Project Number Issue Date iff ■ tp�r= 7 Silver Greek JB Home Improper 9 West Wind Shelters Silent Run A res Counr 3x co„rrry rtc aq rrw4$ IL 1 a Lake Landing 022080-000 06/15/2023 Sheet List Table Sheet Number Sheet Title L1.1 COVER SHEET L1.2 SWPPP L1.3 SWPPP L1.4 SWPPP L2.1 REMOVALS PLAN L3.1 OVERALL LAYOUT PLAN L3.2 LAYOUT ENLARGEMENT A L3.3 LAYOUT ENLARGEMENT B L4.1 OVERALL GRADING PLAN L4.2 GRADING ENLARGEMENT A L4.3 GRADING ENLARGEMENT B 0, fi ♦ I Monticello City Fields Montissippi ♦♦' Regional Park ,♦ 25 Laestadlan Lutheran � �� ,♦' Church of Monticello ♦ ,♦ qMc,:i-.icello Country Club Cawnty Rd 39 NE CQUM Rd 39 NE Rd 39 NF i;; tf C;3urse Rd t ♦ Monticello ♦♦ Moon Motorsports* ti ♦ Arrov _ - la Legac . 9 Veit Automotive Foundation Museu Te+nporardw closed PROJECT LOCATION MAP SCALE: NOT TO SCALE Two Good Accountants ♦ --- _ 10 Bertram Chain f Lakes Regional Pat Tar et IQ Fleet Farm 41% I FR Emagine Monticello' /1"„� Bertram Lakes , 9 rr noal1�d;,.. �'ehool � Singletrack Trail 41V*f 4** Walrnart Supercenter 4%* 41% .4 _.M*0 4�40 , &Qth 54 NW �t3tSt �lE, 1, Go Dan & Jerry's,' 41**, Garden Center rf �, over Thi Jamca'Too Landscapill♦ Monticello ,,� Sportsman Club 9 �, Loyal Roofing #4,�* /25IF — ♦ , THIS PLAN SET HAS BEEN PREPARED FOR - CITY OF MONTICELLO 505 Walnut Street Monticello, MN 55362 L5.1 RESTORATION PLAN L6.0 STANDARD DETAILS L6.1 STANDARD DETAILS L6.2 PAVEMENT DETAILS L6.3 DETAILS L6.4 SHELTER ENLARGEMENT & DETAILS L6.5 ADA PARKING STALL ENLARGEMENTS L6.7 LANDSCAPE DETAILS L7.1 UTILITY PLAN E1.1 ELECTRICAL PLAN 11.0 IRRIGATION PLAN THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES HAS BEEN N DESIGNATED UTILITY QUALITY LEVEL D. THESE UTILITY QUALITY LEVELS WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR IS TO DETERMINE THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE DEEMED NECESSARY TO AVOID DAMAGE THERETO. wsb SCALE: AS SHOWN PLAN BY JG z O>- U w w _ �z�� UJ . o w a-�Q0 Cl) Q — U O J'Lou Cnm~Z _ � [I:: U Z M Q 0- Q W = w Z O w LL Cn n Cn Q Q Cn La, w U L O Cn UCJ) w ma�Cn0 UJ Df�wzcn LU LU = Q� 2� U Q — O 0 J J DESIGN BY: JF CHECK BY: JF co N O z C � J w Q a� i co N O N co 0 co 0 Q COVER SHEET X cow wJ i JO U_ U OU z� Qw U = Q NQ J Z �O Mw 0 W L 1 � 11..E O J w U z O G ILL O W, IBJ CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.1 N 0 N 00 N PROJECT NAME: PROJECT LOCATION: STDRMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE BERTRAM CHAIN OF LAKES IMPROVEMENT PROJECT PHASE II PROJECT NUMBER: WSB 022080-000 INFORMATION CAN BE FOUND IN THE GEOTECHNICAL REPORT, LOCATED WITHIN THE PROJECT SPECIFICATIONS. SOIL CLASSIFICATIONS STREET: BRIARWOOD AVE NE CITY: MONTICELLO COUNTY: WRIGHT FOR HIGHLY ERODIBLE LAND (HEL), POTENTIALLY HIGHLY ERODIBLE LAND (PHEL), AND NOT HIGHLY ERODIBLE LAND (NHEL) SOILS CAN STATE: MINNESOTA ZIP: 55362 LATITUDE/LONGITUDE: 45.29771-93.8525 BE FOUND ON FIGURE I. SWPPP RESOURCE EMAP. THE PLANNED SCOPE OF THE PROJECT INCLUDES: THE CITY OF MONTICELLO IN WRIGHT COUNTY MINNESOTA IS PROPOSING PARK IMPROVEMENTS TO THE BETRAM CHAIN OF LAKES ATHLETIC COMPLEX. SCOPE OF WORK INCLUDES CLEARING AND GRUBBING, EXPANDED GRAVEL PARKING LOTS AND ROADS, BITUMINOUS WALKWAYS, SHELTER ENLARGEMENT, CONSTRUCTION OF CEREMONY AREA, AND SIGNAGE UPGRADES. TENTATIVE CONSTRUCTION SCHEDULE (OPERATOR SHOULD PROVIDE ESTIMATED CONSTRUCTION SCHEDULE TO THE ENGINEER) CONSTRUCTION ACTIVITIES: ESTIMATED DATES OF SOIL DISTURBANCE ACTIVITIES: TEMPORARY SEDIMENT CONTROL BMPS & REMOVALS AUGUST 2023 GRUBBING, GRADING, UTILITY WORK AUGUST — OCT 2023 PAVEMENT & SHELTER ENLARGMENT OCTOBER — NOV 2023 FINAL STABILIZATION JUNE 2024 PROJECT PERSONNEL AND TRAINING SWPPP DEVELOPER: WSB (DAN PERRON) 701 XENIA AVE S, SUITE 300 GOLDEN VALLEY, MN 55416 612-346-7793/DPERRON@WSBENG.COM 11+115"T'w�'fY r+-tA1�5'E�rf4 Den C: Perron E10rirrn wmf 5iwo+,wok-y Management s1,. tm'Amo u7+" aw w rslu w*e*Nv* r�+r�.wif�►rw� trrtrrr �n.w. CONTRACTOR TO PROVIDE CERTIFICATION OF EROSION CONTROL OFFICER AND ANY OTHER CREW MEMBERS WHO WILL WORK ON THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPGA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. CHAIN OF RESPONSIBILITY THE CITY OF MONTICELLO AND THE CONTRACTOR ARE CO—PERMITTEES FOR THE NPDES CONSTRUCTION GENERAL PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. NAME COMPANY TITLE PHONE TOM PAWELK CITY OF MONTICELLO OWNER CONTACT 763-271-3268 (651)757-2203 STEELE COUNTY LGU BOXY ROBERTSON 651}392-4900 MNDNR JAMES BEDELL 320-223-7850 BMP TABULATION SHEET NO. 13 STDRMWATER CALCULATIONS DRAINAGE AGENCY CONTACTS ORGANIZATION CONTACT NAME PHONE MPCA (EMERGENCY) 24 HOUR STATE DUTY OFFICER 1-800-422-0798 MPCA MCKENNA RODINE (651)757-2203 STEELE COUNTY LGU BOXY ROBERTSON 651}392-4900 MNDNR JAMES BEDELL 320-223-7850 LOCATION OF SWPPP REQUIREMENTS THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS, PROJECT MANUAL, OR ON FILE WITH THE PROJECT OWNER. DESCRIPTION LOCATION UNNAMED POND TEMPORARY/PERMANENT EROSION CONTROL MEASURES SHEET NO. 4 DIRECTION OF FLOW SHEET NO. 4 CONSTRUCTION NOTES & STANDARD PLATES SHEET NO. 12-19 DRAINAGE PLAN & CONSTRUCTION PLAN SHEET NO. 4-11, 20-22 BMP TABULATION SHEET NO. 13 STDRMWATER CALCULATIONS DRAINAGE REPORT & HYDRAULIC REPORT. AVAILABLE UPON REQUEST RECEIVING WATERS A SPECIAL AND IMPAIRED WATERS SEARCH WAS COMPLETED USING THE MPCA SEARCH ENGINE ON 06/27/2023.BASED ON THIS REVIEW, THERE ARE NO SPECIAL IMPAIRED WATERS (WITH CONSTRUCTION RELATED IMPAIRMENTS) LOCATED WITHIN ONE MILE OF, AND DOWNSTREAM OF, PROJECT DISCHARGE POINTS. THE FOLLOWING IS A LIST OF RECEIVING WATERS WITHIN ONE MILE OF THE PROJECT: WATERBODY IMPAIRMENT(S) UNNAMED POND N/A BERTRAM LAKE N/A AREAS OF ENVIRONMENTAL SENSITIVITY (AES) AND INFESTED WATERS IN ADDITION TO THE LIST OF SPECIAL AND IMPAIRED WATERS, THE CONTRACTOR SHALL BE AWARE THAT THERE ARE EXISTING STDRMWATER FACILITIES WITHIN AND NEAR THE PROJECT BOUNDARY. THERE IS A MAP OF KNOWN NATURAL RESOURCES ON THE LAST PAGE OF THE SWPPP NARRATIVE. AREAS OF ENVIRONMENTAL SENSITIVITY ARE ALSO CALLED OUT ON THE PLAN SHEETS. SOIL TYPES A PROJECT WIDE GEOTECHNICAL REPORT WAS COMPLETED DURING THE DESIGN PHASE. GLACIAL DUTWASH IS PARENT MATERIAL EXISTING THROUGHOUT THE SITE. DUTWASH CONSISTS OF SAND AND GRAVEL. THE TOPSOIL BLEND CONSISTS OF A SANDY LOAM COMPRISED OF CLAYEY SAND BETWEEN 12-24 INCHES DEEP. SUB—HORIZONS ARE MADE OF COARSE SAND DOWN TO 79 INCHES. ADDITIONAL SOIL NATIVE TOPSOIL WILL BE STRIPPED; IF MATERIAL NEEDS TO BE STOCKPILED, APPROPRIATE ACTION WILL TAKE PLACE TO ENSURE THE STOCKPILES HAVE ALL PROPER BMPS IN PLACE ACCORDING TO THIS SWPPP AND THE NPDES PERMIT. ENVIRONMENTAL REVIEW NO FORMAL ENVIRONMENTAL REVIEW WAS REQUIRED FOR THIS PROJECT. WETLANDS: MITIGATION MEASURES ARE NOT REQUIRED AS PROJECT SCOPE OF WORK WILL NOT IMPACT ANY WETLANDS. ALL WETLAND AREAS WILL BE PROTECTED WITH PERIMETER CONTROL AND A 50' NATURAL BUFFER (IF INFEASIBLE, REDUNDANT PERIMETER CONTROL MEASURES), INCLUDED AREAS THAT ARE PERMITTED TO BE FILLED AND/OR EXCAVATED UNTIL WORK IN THE PERMITTED AREAS ARE NECESSARY. REDUNDANT BMP MEASURES MUST BE PLACED 5' FROM THE INITIAL PERIMETER CONTROL MEASURE WITH A STABILIZED BUFFER STRIP BETWEEN THE BMPS. THREATENED/ENDANGERED SPECIES: WRIGHT COUNTY LISTS THE NORTHERN LONG—EARED BAT AND WHOOPING CRANE AS THREATENED/ENDANGERED SPECIES WITHIN THE COUNTY. THE TRICOLORED BAT IS A PROPOSED ENDANGERED SPECIES, AND THE MONARCH BUTTERFLY IS A CANDIDATE SPECIES. TREE REMOVAL SHOULD OCCUR OUTSIDE OF THE NORTHERN LONG—EARED BAT ACTIVE SEASON (APRIL 1 TO OCTOBER 31). THE APPLICANT SHOULD REVIEW THE NEW NORTHERN LONG—EARED BAT DETERMINATION KEY TO DETERMINE IF FURTHER COORDINATION WITH THE USFWS IS REQUIRED BEFORE ANY TREE REMOVAL OCCURS. IF THESE SPECIES ARE FOUND, CONTRACTOR TO STOP WORK IMMEDIATELY FOR FURTHER INVESTIGATION. DRINKING WATER/WELLS: ACCORDING TO THE MDH, THE PROJECT IS NOT LOCATED WITHIN ANY DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA). HOWEVER, ONE WELL EXISTS TO THE SOUTHWEST OF THE PROJECT. WELL ID: 479549. ADDITIONAL PRECAUTIONS SHOULD BE TAKEN TO PREVENT SPILLS FROM CONTAMINATING THE GROUNDWATER ONSITE SUCH AS PROPER HANDLING AND STORAGE OF CHEMICALS AND KEEPING A SPILL KIT ONSITE, CONTAMINATED PROPERTIES: THE MPCA'S "WHAT'S IN MY NEIGHBORHOOD" DATABASE WAS REVIEWED ON 06/27/2023. THE RESULTS OF THIS REVIEW SHOW NO CONTAMINATED PROPERTIES WITHIN OR ADJACENT TO THE PROJECT SCOPE OF WORK. THE DEPTH OF THE FULL RECLAMATION IS NOT PROPOSED TO UNEARTH ANY CONTAMINATED SOIL, CONTAMINATED WATER, AND/OR REGULATED WASTE. REFER TO MNDOT SPEC 1717.1.A. FOR POTENTIAL INDICATORS OF CONTAMINATED MATERIALS AND REGULATED WASTE. IF CONTAMINATED MATERIA, CONTAMINATED WATER, AND/OR REGULATED MATERIALS ARE FOUND, CREWS ARE TO STOP WORK IMMEDIATELY FOR FURTHER INVESTIGATION/TESTING. FLOOD CONTINGENCY PLAN: PROJECT ACTIVITIES ARE NOT LOCATED WITHIN THE 100—YEAR FLOODPLAIN OR FLOODWAY; HOWEVER, THE PROJECT ENGINEER (AT THEIR DISCRETION) MAY REQUIRE A PREVENTATIVE FLOOD CONTINGENCY PLAN FOR SPECIFIC PROJECT ACTIVITIES AND AREAS IF SEASONAL PRECIPITATION POSSES A POTENTIAL RISK OF FLOODING WORK AREAS WITHIN THE PROJECT LIMITS. THIS PLAN SHALL BE SUBMITTED BY THE OPERATOR TO THE PROJECT ENGINEER FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE SCHEDULED WORK AND/OR DURING ACTIVE WORK WITHIN THE AREA OF POTENTIAL RISK OF FLOODING. NO WORK CAN COMMENCE IN THE AREA UNTIL WRITTEN APPROVAL HAS BEEN GRANTED BY THE PROJECT ENGINEER. AQUATIC INVASIVE SPECIES: ALL DEWATERING EQUIPMENT SHALL BE DECONTAMINATED OF ALL AQUATIC PLANTS AND PROHIBITED INVASIVE SPECIES PRIOR TO USING WITHIN SURFACE WATERS ON—SITE AND TRANSPORTING OFF—SITE. ALL DECONTAMINATION ACTIVITIES SHALL MEET THE CHAPTER 1 STANDARDS OF THE MINNESOTA DNR'S BEST PRACTICES MANUAL FOR MEETING DNR GENERAL PUBLIC WATERS WORK PERMIT GP 2004-0001. LAND FEATURE CHANGES TOTAL AREA TO BE DISTURBED = 16.04 ACRES IMPERVIOUS AREA: PRE—CONSTRUCTION = 0.00 ACRES/POST—CONSTRUCTION = 5.32 ACRES NET INCREASE OF IMPERVIOUS AREA = 5.32 ACRES LONG TERM MAINTENANCE AND OPERATION: THE NPDES PERMANENT STORMWATER TREATMENT SYSTEM (PART 15.1) FROM THE NET NEW IMPERVIOUS SURFACES OF THE PROJECT IS PROVIDED IN THE PREVIOUSLY CONSTRUCTED STDRMWATER RETENTION BASIN ONSITE. THE CITY OF MONTICELLO STAFF IS RESPONSIBLE FOR THE LONG—TERM MAINTENANCE AND OPERATION OF THE PERMANENT STDRMWATER SYSTEM. STABILIZATION TIME FRAMES AREA TIME FRAME NOTES EXPOSED AREAS IMMEDIATELY AND NO LATER THAN 14 DAYS OF BEING UNWORKED 1, 41, 5 LAST 200 LINEAL FEET OF DRAINAGE DITCH/SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER/PROPERTY EDGE 1, 2, 3 REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 14 DAYS 1., 3 PIPE AND CULVERT OUTLETS 24 HOURS STOCKPILES 14 DAYS 1 1. INITIATE STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE EXEMPT FROM THE STABILIZATION REQUIREMENT. 2. STABILIZE WETTED PERIMETER OF DITCH (I.E. WHERE THE DITCH GETS WET). 3. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS. 4. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE MULCHED OR BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT. 5. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES, AND BLANKETS. wsb SCALE: AS SHOWN PLAN BY JG z O >- U_ w w _ w 0 J ~ Z O� W Z w a-�Q0 c O Q = Q Q :E — U O J Cnm=~Z T: ui u U Z �ofMQ� Qa-Qw0 =wzw0 w wCn—cnQ F:Q 0 C/)[)f 3: w w O U) LL m a- U)0 Df LULU w ui = 2� U Q — O 0 J J DESIGN BY: JF CHECK BY: JF X U) LU LUJ i Q G C _3O LL U OU z� Lu J U = C G Q Q J z L.L O LLUU CD W 111 1 1y O J W U_ z O G LL O U co r` m N 0 � J LL Q a� co N 0 N co 0 co 0 ui Q 0 CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.2 W O N N O N 00 N co z Q J n J FT n J O O O O 00 O N N O C (a U 6 O O 0 00 O N N O old SITE INSPECTION AND MAINTENANCE THE EROSION CONTROL OFFICER IS TO INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. THE OPERATOR SHALL PROVIDE A RAINFALL GAUGE ON—SITE AT VARIOUS MILE INTERVALS ALONG THE ALIGNMENT. INSPECT ALL TEMPORARY AND PERMANENT PROJECT BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF—SITE SEDIMENT ACCUMULATION. ALL INSPECTIONS AND MAINTENANCE CONDUCTED MUST BE RECORDED IN WRITING BY THE OPERATOR AND RETAINED WITH THE SWPPP. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE, TIME, AND NAME OF PERSON(S) CONDUCTING INSPECTIONS; B. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; C. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); INCLUDING DOCUMENTATION/PHOTOS OF IMPLEMENTED BMPS INTENDED TO CORRECT A PROBLEM BUT FAILED. D. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS; E. DOCUMENTATION OF CHANGES MADE TO THE SWPPP. REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY BELOW: A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY. B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT AND/OR DEPTH OF THE DEVICE. C. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. STABILIZE ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATIONS. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. D. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN ONE (1) CALENDAR DAY OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING. E. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOT HAS BEEN SUBMITTED TO THE MPCA. CONSTRUCTION ACTIVITY REQUIREMENTS: EROSION/SEDIMENT CONTROL, PROCEDURES, & MAINTENANCE STANDARDS 1. AMEND THE SWPPP AND DOCUMENT ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. SWPPP AMENDMENTS AND SITE PLANS WILL BE PREPARED BY THE OPERATOR AND SUBMITTED TO THE OWNER FOR REVIEW AND WRITTEN APPROVAL BY THE PROJECT OWNER (OR DESIGNATED REPRESENTATIVE). STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES. 2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR STAGING/STOCKPILE MANAGEMENT AREAS, CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, FUGITIVE DUST CONTROL PLAN, SPILL CONTAINMENT PLAN, HAZARDOUS MATERIAL MANIFEST & MANAGEMENT PLAN, VEGETATION PRESERVATION & MAINTENANCE PLAN, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, ANY ADDITIONAL PLANS LISTED IN THE PROJECT SPECIFICATIONS, AND AS REQUIRED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW A MINIMUM OF 7 DAYS FOR PROJECT ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL. 3. THE PROJECT'S CONSTRUCTION PHASING AND STAGING IS DEFINED BY THE "CONSTRUCTION STAGING & TRAFFIC CONTROL PLAN" AND PROJECT SPECIFICATIONS. 4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. 5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED AND WETLANDS (EVEN AREAS THAT ARE PERMITTED FOR CONSTRUCTION) PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS, OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS. 6. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET. 7. DIRECT DISCHARGE FROM BMPS TO VEGETATED AREAS WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION. 8. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW—VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J—HOOKS AT A MAXIMUM OF 100—FOOT INTERVALS. 9. ALL STOCKPILES MUST HAVE PERIMETER SEDIMENT CONTROLS IMPLEMENTED AND MAINTAINED AT ALL TIMES. PILES CANNOT BE PLACED IN BUFFER AREAS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE TO PREVENT STORMWATER RUN—ON INTO THE STOCKPILE. 10. STEEP SLOPES MAY BE TEMPORARILY CREATED DURING GRADING OPERATIONS. STABILIZATION OF STEEP SLOPES (3:1 OR GREATER) SHALL BE PROPERLY CAT—TRACKED AND STABILIZED PER THE EROSION CONTROL PLAN. LONG SLOPES CAN BE BROKEN UP WITH SEDIMENT CONTROL LOGS IF EROSION IS EVIDENT. 11. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. 12. ALL STORM DRAIN INLETS, THAT RECEIVE PROJECT STORMWATER, MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOODING/FREEZING) HAS BEEN IDENTIFIED AND THE PERMITTEES) HAS RECEIVED WRITTEN CORRESPONDENCE FROM THE JURISDICTIONAL AUTHORITY VERIFYING THE NEED FOR REMOVAL. WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THE SWPPP. 13. SILT FENCE IS NOT AN ACCEPTABLE CATCH BASIN INLET PROTECTION BMP. CONTACTOR SHALL CLEAN, REMOVE AND DISPOSE OF SEDIMENT, AND/OR REPLACE STORM DRAIN INLET PROTECTION ON A ROUTINE BASIS TO ENSURE THE DEVICE IS FULLY FUNCTIONAL PRIOR TO THE NEXT FORECASTED PRECIPITATION EVENT (30o OR GREATER). 14. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS/TRAPS TO THE DESIGN CAPACITY AFTER COMPLETING ALL UP—GRADIENT LAND DISTURBING ACTIVITY. USE A SKIMMER DEVICE FOR BASIN DRAINING. 15. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. 16. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN AND NARRATIVE TO THE PROJECT ENGINEER FOR APPROVAL 7 DAYS PRIOR TO UNDERTAKING THESE ACTIVITIES. DEWATERING PLAN MUST INCLUDE BMP'S TO PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. THE DEWATERING PLAN MUST ALSO INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS (FLOC, POLYMERS, ETC.) THAT WILL BE USED. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ANY PERMIT NECESSARY FOR THESE ACTIVITIES; THE DEWATERING PLAN AND DNR APPROPRIATIONS PERMIT WILL BECOME PART OF THE SWPPP. TEMPORARY & PERMANENT EROSION CONTROL BMPS SEED MIX: SEED MIX SHALL BE USED IN CONSTRUCTION AND REVEGETATION PROJECTS IN ORDER TO ENHANCE SOIL NUTRIENT AVAILABILITY AND BIOLOGICAL SOIL STRUCTURE, ENCOURAGE NATIVE PLAN SUCCESSION, REDUCE EROSION, AND DISCOURAGE INVASIVE PLANT SPECIES. INOCULATION OF SOILS WITH MYCORRHIZAL FUNGI OR THE PRESENCE OF PRE—EXISTING SOIL MICROBES IS ESSENTIAL FOR THE STABILIZATION OF ADVERSE SOILS, ESTABLISHMENT OF NATIVE GRASSES, AND THE EXCLUSION OF NON—NATIVE "ANNUALS" AND NOXIOUS WEEDS. EROSION CONTROL BLANKET: EROSION CONTROL BLANKETS (ECBS) ARE A SOIL STABILIZATION (EROSION CONTROL) SMP, INTENDED TO PROTECT DISTURBED SOIL SURFACES FROM RAINDROP IMPACT EROSION. ECBS ARE CARPET—LIKE MATS, INSTALLED OVER AND ANCHORED TO THE PROPERLY PREPARED SOIL SURFACES. PROPERLY SELECTED AND INSTALLED, ECBS CAN MIMIC THE BENEFICIAL EFFECTS OF VEGETATIVE COVER THEREBY REDUCING EROSION RATES BY OVER 90%. ECBS ALSO PROTECT SEEDS AND PROVIDE A BENEFICIAL ENVIRONMENT FOR VEGETATION TO BECOME ESTABLISHED. CONTRACTOR SHALL VERIFY DURING REGULAR INSPECTIONS THAT NO GULLIES, RILLS, OR SCOUR HOLES HAVE FORMED UNDER EROSION CONTROL BLANKETS AND MATS AND CORRECT ALL ERODED AREAS WITHIN 14 DAYS. ALL REPAIRS MUST BE COMPLETED WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. HYDRAULIC MATRICES: HYDRAULIC MATRICES ARE EROSION CONTROL PRODUCTS THAT ARE USED TO STABILIZE EXPOSED SOILS. THESE MATRICES ARE APPLIED IN A SLURRY, PRODUCED BY MIXING FIBER, WATER AND A BINDING AGENT TOGETHER IN A MECHANICAL HYDRO— SEEDER. WOOD FIBER IS WIDELY USED BUT OTHER FIBERS CAN INCLUDE PAPER, STRAW, COIR, CORN, ETC. THE EFFECTIVENESS OF THESE HYDRAULIC MATRICES ARE DEPENDENT ON: — PROPER SOIL PREPARATION — APPLICATION RATES (DEPENDENT ON THE MANUFACTURERS RECOMMENDATIONS) — THE TYPE OF FIBERS USED — THE TYPE OF BOND AGENT(S) ADDED THESE HYDRAULIC MATRICES ARE CLASSIFIED IN THE MNDOT SPEC BOOK AND APPROVED PRODUCTS LIST, DEPENDING ON THE PRODUCT CHARACTERISTICS, STRENGTH, AND LONGEVITY. HYDRAULIC MATRICES USED INCLUDE: ORGANIC FIBER MATRIX, HYDRAULIC MULCH MATRIX, STABILIZED FIBER MATRIX, BONDED FIBER MATRIX, AND FIBER REINFORCED MATRIX. ENERGY DISSIPATER: AN ENERGY DISSIPATER IS A STRUCTURE DESIGNED TO CONTROL EROSION AT THE OUTLET OF A CHANNEL OR CONDUIT. RAPID STABILIZATION METHOD #2: THIS METHOD SHALL CONSIST OF TYPE 3 MULCH (1.5 TON PER ACRE) OR 3884 TYPE STABILIZED FIBER MATRIX (750 LBS PER ACRE) BE SPREAD IN AREAS THAT HAVE BEEN UNWORKED FOR 14 DAYS. THIS METHOD SHALL BE USED ON SLOPES LESS THAN 3:1. RAPID STABILIZATION METHOD #3: THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL CRITICAL AREAS WITHIN 200 FEET OF SURFACE WATERS, TO PREVENT OFF SITE SEDIMENTATION AND OR TO COMPLY WITH PERMIT REQUIREMENTS. THIS FORM OF RAPID STABILIZATION EMPLOYS SFM, SEED MIX 22-111, AND FERTILIZER TYPE 3. THIS METHOD SHALL BE USED ON SLOPES LESS THAN 3:1. INSTALL PER MNDOT SPECIFICATION 2575.3.M.1.C. TEMPORARY & PERMANENT SEDIMENT CONTROL BMPS SEDIMENT CONTROL LOGS: SEDIMENT CONTROL LOGS ARE MANUFACTURED FROM STRAW, WOOD EXCELSIOR, COCONUT FIBERS, AND/OR OTHER MATERIALS THAT ARE BOUND WITH POLYPROPYLENE OR BIODEGRADABLE NETTING INTO TIGHT TUBULAR ROLLS. FIBER ROLLS CONTROL THREE TYPES OF EROSIONAL PROCESSES; EROSION CONTROL, RUN OFF CONTROL, AND SEDIMENT CONTROL. SEDIMENT CONTROL LOGS CAN BE USED FOR THE FOLLOWING: SLOPE INTERRUPTERS TO REDUCE EROSION ON NEWLY CONSTRUCTED SLOPES TEMPORARY DITCH CHECKS TO REDUCE RUNOFF VELOCITIES IN DRAINAGE CHANNELS SEDIMENT CONTROL BARRIERS FOR SMALL DISTURBED SOIL AREAS SUCH AS STOCKPILES, DISCRETE SLOPES, OR INDIVIDUAL LOTS MACHINE SLICED SILT FENCE: A SILT FENCE IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF FILTER FABRIC ENTRENCHED INTO THE SOIL AND ATTACHED TO SUPPORTING POSTS. SILT FENCE IS INTENDED TO BE INSTALLED WHERE SEDIMENT --LADEN WATER CAN POND, THUS ALLOWING THE SEDIMENT TO FALL OUT OF SUSPENSION AND SEPARATE FROM THE RUNOFF. SILT FENCE INSTALLED WITH A TRENCHER OR BY SLICING IS THE MOST EFFECTIVE INSTALLATION METHOD TO ENSURE AGAINST COMMON SILT FENCE FAILURES. THE BMP WILL BE CLEANED OUT OR REPLACED WHEN THE SEDIMENT REACHES 1/2 THE HEIGHT OF THE FENCE. STABILIZED CONSTRUCTION EXIT: TEMPORARY CONSTRUCTION EXITS ARE CONSTRUCTED AT THE EGRESS POINT FROM THE CONSTRUCTION AREA ONTO A PAVED ROAD. A STABILIZED CONSTRUCTION EXIT IS A TRACKING CONTROL BMP INTENDED TO PREVENT TRACKING OF SOIL FROM THE CONSTRUCTION SITE BY EQUIPMENT AND VEHICLES. THE EXITS ARE CONSTRUCTED OF LARGE ANGULAR ROCK, STEEL RIBS (RUMBLE STRIPS), OR TRACK PADS INTENDED TO KNOCK THE MUD OFF THE TIRES BEFORE TRAVELING ONTO THE ROADWAY. CHEMICAL TREATMENTS: OPERATOR MUST AMEND THE SWPPP TO INCLUDE THE INTENDED USES AND LOCATIONS OF FLOCCULANTS, POLYMERS, AND OTHER SEDIMENTATION TREATMENT CHEMICALS. CHEMICAL TREATMENTS MUST BE IN COMPLIANCE WITH PART 9.18. BIORETENTION & BIOSWALES: BIORETENTION BASINS AND BIDSWALES DIRECT SHEET FLOW ACROSS A GRASS BUFFER STRIP TO A PONDING AREA FOR INFILTRATION. THEY UTILIZE SOILS AND BOTH WOODY AND HERBACEOUS PLANTS TO REMOVE POLLUTANTS FROM STORMWATER RUNOFF. THE PONDING AREA GENERALLY CONSISTS OF A SURFACE LAYER CONTAINING ORGANICS SUCH AS MULCH, TREES, NATIVE GRASSES AND SHRUBS, A SUBSURFACE LAYER OF PLANTING SOIL, AND A SAND BED. wsb SCALE: AS SHOWN PLAN BY JG z O U_ w w _ w Z j O� w Z w a-�Q0 1 O =< Q Q :E — U O J Cnm=~Z ui _ u U Z �ofMQ� :�i Q a-QwLL =wZa- w LL Cn — Cn Q Q 0 Cn 3: w w ui �oU)uLL ma-�u,o D f LULU w Lu = 2� U Q — O 0 J J DESIGN BY: JF CHECK BY: JF X U) w Lu J �CC QG _3O LL U OU z� Lu J U = C G Q NQ J I..L Z �O Lu V m w �J co r` m N O � z C � J LL Q a� co N O N co O co O Q 0 CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.3 DUST CONTROL: OPERATOR WILL COMPLY WITH STATE RULE 7011.0150 ON DUST PREVENTION REQUIREMENTS. DUST FROM THE SITE WILL BE CONTROLLED BY INCREASED STREET SWEEPING AND/OR USING A MOBILE PRESSURE—TYPE DISTRIBUTOR TRUCK TO APPLY POTABLE WATER TO DISTURBED AREAS. THE MOBILE UNIT WILL APPLY WATER AT A RATE NECESSARY TO PREVENT RUNOFF AND PONDING. POLLUTION PREVENTION MANAGEMENT POTENTIAL SOURCES OF POLLUTANTS FROM CONSTRUCTION ACTIVITIES INCLUDE, BUT NOT LIMITED TO: 1. SEDIMENT AND FUGITIVE DUST GENERATED FROM CLEARING AND GRUBBING, IMPORT/EXPORT OPERATIONS, REMOVALS/COMPACTION, MASS/FINE GRADING, EXCAVATIONS, TRENCHING, TOPSOIL STRIPING STOCKPILING, WET/DRY PAVEMENT CUTTING, STREET CONSTRUCTION. 2. BASIC/ACIDIC PH LEVELS FROM CURB AND GUTTER, MANHOLE STRUCTURES, SIDEWALKS, DRIVEWAY APRONS, FOUNDATIONS, WET/DRY PAVEMENT CUTTING, MASONRY WASHOUT/CLEANOUT. 3. EXCESS NUTRIENTS FROM LANDSCAPING INSTALLATIONS, SOIL ADDITIVES, FERTILIZATION, MULCHING. 4. HYDROCARBONS FROM STREET CONSTRUCTION, DEMOLITION/REMOVALS, WET/DRY PAVEMENT CUTTING. OPERATOR WILL COMPLY WITH ALL OF THE POLLUTION PREVENTION AND MANAGEMENT MEASURES IDENTIFIED IN THE NPDES-CSW PERMIT, PART 12.1, STORAGE AND DISPOSAL OF CONSTRUCTION AND HAZARDOUS WASTES MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. A. POSITION AND STAKE DOWN ALL PORTABLE TOILETS SO THEY CANNOT BE TIPPED OR KNOCKED OVER, SUPPLY ADEQUATE SECONDARY CONTAINMENT. B. SECONDARY CONTAINMENT IS NEEDED AROUND ALL STATIONARY EQUIPMENT (GENERATORS, PUMPS, LIGHT PLANTS, ETC.) PROVIDE CONTAINMENT FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. C. NO ENGINE DEGREASING IS ALLOWED ON SITE. D. VEHICLE AND EQUIPMENT WASHING TO OCCUR IN DESIGNATED AREA AS DETERMINED BY THE CONTRACTOR SUBMITTAL OF A MANAGEMENT PLAN FOR THESE ACTIVITIES. E. PROPERLY CLEAN UP AND REPORT ALL SPILLS AS REQUIRED BY THE MPCA AND MNDOT SPECIFICATIONS. F. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE. G. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE. H. SLURRY FROM CONCRETE OPERATIONS MUST BE VACUUMED UP IMMEDIATELY. NO CONCRETE WASHOUT SHALL COME IN CONTACT WITH THE GROUND AND MUST BE PROPERLY DISPOSED OF. I. A SIGN MUST BE INSTALLED ADJACENT TO EACH CONCRETE WASHOUT FACILITY. J. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER PRIOR TO CONSTRUCTION. K. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. FINAL STABILIZATION FINAL STABILIZATION IS ACHIEVED WHEN NPDES CGP PARTS 13.1-13.7 (AS APPLICABLE) ARE COMPLETED PRIOR TO SUBMISSION OF THE NOTICE OF TERMINATION (NOT) TO MPCA. 1. ALL AREAS MUST BE STABILIZED WITH A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70%. 2. ALL TEMPORARY SEDIMENT CONTROL BMP MEASURES MUST BE REMOVED PRIOR TO SUBMITTING PERMIT NOT. N N ch N 0 N 00 N co So1LS MAP 1038A 030A ■ .yy 1a;sa rA ■ Discharge Point Pr ie t Area ;�It ' A ..... R ; 200ft Buffer .� I mi Buffer L ��- Not Highly Erodible Land Tx Potentially Highly Erodible Land � a774� x. - Highly Erodible Land w ~' `'o - National Wetlands Inventory ..moi Impaired Waters DNR Public Waters V '0 Ditches and Streams slow rr� �� r� rr .. .om% en 4m -ruff .. �� 0 +•. Unnrrne(I •_'l .r�r w N x a d lie t cvJH T Y ROAD 39 NE T � w'sr►. � — t N. r &goo #IH i1 Awl r t i ��r .._� � ter. "�a� .�,�►, ��i� ��, 0 1,000 2,000 i.1 Feet 144IA:aw�► Tom, a T�^ Figure 1. SWPPP Resource Map wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF O� w U W _ w Z p w wofQO U)0Q�Q Q—L)0 cLi T: z _ � U Z Q LL = w Z C 0 } d 0 U H wU) —WQ �< 0U) w Z w LU U w 5 ¢ F_ >-0inLw ma�v,0 LU LU W LU _ Or- L U Q O 0 J J SWPPP X ��/^� V) LU J W �eO a JO J J I U W O a U zLLJ~ z Q _j t cvJH T Y ROAD 39 NE T � w'sr►. � — t N. r &goo #IH i1 Awl r t i ��r .._� � ter. "�a� .�,�►, ��i� ��, 0 1,000 2,000 i.1 Feet 144IA:aw�► Tom, a T�^ Figure 1. SWPPP Resource Map wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF O� w U W _ w Z p w wofQO U)0Q�Q Q—L)0 cLi T: z _ � U Z Q LL = w Z C 0 } d 0 U H wU) —WQ �< 0U) w Z w LU U w 5 ¢ F_ >-0inLw ma�v,0 LU LU W LU _ Or- L U Q O 0 J J SWPPP rn N z c U LL N J Q a a� N � N c N cc C? Qc C ui Q 0 CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.4 X ��/^� V) LU J W �eO a JO J J I U W O U U zLLJ~ z Q _j O = 2i U Q LLO Q Q � Z elf O U LU (_q W 1 LU if rn N z c U LL N J Q a a� N � N c N cc C? Qc C ui Q 0 CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L1.4 0 N 0 N 00 N , (\I r�I� / JI, \ / / / LEGEND V — / 011 1 �� �� �� \ �� ° —_ — — — \— — — /� �\ I \ / ° — ° �� — / - - CONSTRUCTION LIMITS \�EXISTING CONTOUR TREE PROTECTION FENCE, – – – �— _ EXISTING DECIDUOUS TREE SEE DETAIL 5 IL -7/ /— — – – – — — —- — L6.0 / EXISTING CONIFER TREE 0-0-0 ° ° ° / ROCK CONSTRUCTION LL — / / f— — / ENTRANCE (OR EQUIVALENT) EXISTING DRAINAGE FLOW S SILT FENCE Ll� q)Hd0-0-0 o -/°—o/ — \ \ I ��� / SEDIMENT CONTROL LOG / / / I ° TREE PROTECTION T CLEAR AND GRUB ROCK CONSTRUCTION EXISTING VEGETATION I i 1 I CLEAR AND GRUB / ENTRANCE, SEE DETAIL I \ _ � I o — ROCK CONSTRUCTION ENTRANCE, SEE DETAIL L6.0 –�� T CONSTRUCTION LIMITS (TYP) IIS\ \ \���� T \ �T RMWATER REUS0 P�� \ I �00=YEAR HWL: 965.20 \ \ 1 N 1i \— — % \ \ HIGH NWLy962.0 1 I / 1 SILT FENCE, SEE DETAIL 4 / V \\ �-- / L6.0 \ LOW NWL: 960.50 BOTTOM ELE : -952/.0 / v TI LOCATION OF EXISTING STOCKPILE CLEAR AND GRUB EXISTING VEGETATION I I -°_ �— TREE PROTECTION FENCE, SEE DETAIL LX.X N 0 100 200 H: iia SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF 0 X C/)w w U W >_ _ H cc Lu Z p w w aofQo � z O / 0 z ap�pIFw-W (U N 0 100 200 H: iia SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF 0 X C/)w w U W >_ _ H cc Lu Z p w w aofQo � z O u1 < – U O 0 z ap�pIFw-W (U L p pL 2 z J Of 0 z Q QaQwU.- Z Lu Z Q W M wa>'In � N O w z w O U x p ¢ a >- 0 cn o LL mav,0 Lu uj 2 0� 2� U < - O 0 J J O REMOVALS PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L2.1 X C/)w J w w � O Q JO J J u- U w O U U Z ~Z Q _j O = � U Q O Q Q � �z� GlIf O U w f n w ClIf CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L2.1 75 N N N O N 00 N iC Jill�t — i ter- z 7 1 \ I I I I J / / / / / •++ / .++ WL / . + • R / I I I / I 24" - 30" DIA. BOULDER (TYP) , \ \ \ ++r+I' I7 777 I7I7m m m++ +- I+ +I t ++ t + ' +I I+t +I I ++ + � +++ ++++++ + �� f+ + +I+I+ +++I++t++1 I+t +I 1+1 + + + + + +I� t+�- m i— /, • �/ /, i/ 1 t +1 I+1t 1+1 I+1 t 1+1 I+1 t1+1 I+ 1+1 I+1 I 1 F / \ ILI 1 / FUTURE / I I BALLFIELDS 01 /� ° // • + + + + + • \+ \+\ + + ++ + / • \+ +\ + + + ++++'++\+\+ +++\ •• \+\ + + + +\ +\� +� \+ \ + + + + + • + + + \+\ + + + + +\ \+ ��/ + 0 + +\ + + +\ \r + + � + + + + \+ + +\ + + + \+\ ,\.F\ + \ + + \+\ \ir\ + \+\ + + �\r \ + 1 + + + + + + \+\ \M\ a- \+\ + + + -" + j\� +\ + + +\ + +�+i+\ \+ + + + \+j��\ + + +\ • + + + + \ + �\ \+\ \ + \+ +\+ + \+\+\++\,\+\ \ FUTURE +++ \++ {,\�F\ + \+ + + +\+\ + + + \+ +\ / '\+ + +\ , + `+ + + + + / / 1 \ MULTI-PURPOSE _ / 1 + \ + +\ } + + \ +�1 +\ \+ + + +\ \+ \+\ • + + + + + \+\ + + + +\ + + + \+\ + \ / �• + + + \ + + \\� :\'\,\ + \+\ + + + \+ +\ FIELDS + \+\ ++\�,\+��+++�\+ / ++ ++ +�++++\+ \ + +\+\ + \+\\ 1 / ;+ + ++ \+ • LEGEND CONSTRUCTION LIMITS / EXISTING DECIDUOUS TREE EXISTING CONIFER TREE LAYOUT CONTROL POINT CENTERLINE \ BITUMINOUS DRIVE PAVEMENT BITUMINOUS TRAIL PAVEMENT GRAVEL DRIVE AND PARKING LOT +++++ ". CONCRETE PAVEMENT, 4" ;.� CONCRETE PAVEMENT, 6" GRAVEL TRAIL 0 HtSiM SCALE IN m FEET wsb SCALE: AS SHOWN PLAN BY: JG z Z O J � Qz z0 J O Lu LLQ a- z o>- U_ w w _ 11 G Z w a- �Qo U) 0QZLLjQ Q — U O J (n coLu 1::L U Z M�� Q�Lu z =wzo o U w H Q C) (n 3: w w U , , �Ocn�LL m a- � U) O Lu of orf w LLJ _ oe- 2� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co rn N O z C N J LL N 0 N 00 O QoO w Q 0 OVERALL LAYOUT PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L3.1 X co J W0- 0- � 0 O Q Jo J J u- U W O U U zLLJ~ z Q J O = 2i U Q ILLO Q Q � Z 0� O U W CD m w CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L3.1 WE N N O N 00 (N C.0 0) z Q J a - w J O 0 C? O 00 O N N O C 70 m U O O O 0 00 O N N O w v I v / R185.0' o— lo \ ° — 324_____ / �� 0\0 1000 00 0000 00 00� 00000/00 \++ I+++ ++ ++ +++++++++++++++++++++++++++++++++++++++% ++I+ +I+ +++ +++ I+®+ II++++++++++++++ ++ ++++I+ +I ++++++ I]+ + + + ++I++++ ++++ ++ + I +I+ ++I+ +I +++++++++++++++++++++++++++++ ++ +I+++ \++I++I+++I+++I+ +++ +++++++++++++++++++++++++++++++++++++++ ++++ II ®+ + +++++++++++++++++ +++ +++++++' + ®++ + ++++++ G + +++�++++++ ++++ +I++++++++++++++++++++ + ++ +++++++++o. oa++a o+ + + ++++++++++ ++++ +++ ++ ++++� +++++�+++I+++�+++I+++�+++I++++++ PARKING LOT +++++++�+++++++++++++++++++ ++++ ++ + + +++++++ I ++1�+I+1+I++++++++++++�++++1+++++++ + (+145 STALLS) +++++++++++ +I++�+I+I + +++ +++++++++++ + +++++++++++ � � +++ ++++I++ I+ ++++ ++++ ++ + + +++++++1�++\ II + + +++++++MI++I+++I++IIIII+III ++ _+ +71N�RETE �IIII'II'I�I'�I,�I+++++++++\+I++� + �I++++++I++++++I+++++WHEEL +++�"IISIISSI 'I +++I+++++I+ + + + + + +++++++ + ++ 1+++j++ jj1+++ ++++++ +++ ++++++++++++�+++ + +++++------ -- �++I`R++ +I+ y ++++++ , + ++++++++++++++++ _+ + + + +++ +—+ ++ + + + + + + + + + + + + + + + + + + ++++++++= + +++++++++++++++++++++++++++++ + r +++ + ++++++++++ +++++++f+++++++++++++++ + + + + + + + + + + L6.3 ++++I+++II++I+I++I+I++I+I++I++++I+I++I +%I% + + + +I+ – ++++ ++ + +I ++++++++++++++++ + + + IL 1. +N +++++++++++++++++++++�++++ +++++++++++++++++++++I+++I+++I+++I+++I++++++SI+++ II II II II II II I+ +++I+ +++ + 0000o'000000 00 GRAVEL 24" - 30" DIA. I BOULDER (TYP) R5.0 (TYP) ----- / PARKING LOT, SEE DETAIL nR220.0' n / I GRAVEL DRIVE, / ° � 1 SEE DETAIL \ --o- \ \ CEREMONY SPACE I + 1 ) o ++++ ++-++ L6.2 r — _ — ° \ \ I FLAG POLE (BY OWNER) + + \ — — \ R5.0' (TYP) + + STOP SIGN, + + + + \ +++++++ SEE DETAIL o \ \ \I I+2� ,+' I 1 I I I I I I 1 32� R150.0' \ + + GRAVEL TRAIL, \ \+++I+++\/ _ — — \ \ SEE DETAIL \ \\\\ \\ka i \ \\ J , 12' v \ \\++ vv/ 24" - 30" DIA. ++++ \\ �/ / — = \ \ \\\\ \\ \ I I I BOULDER (TYP) e +++ +++ \ \ ° SEE SHELTER I a ++++++++ a \\ \ , _ \ \\\� \ \ \� \ ° \ ENLARGEMENT e +++ ++++ e \\ �/ j // ++: + + + + + +++]+++++ vv/ e ' / ++++ ++++ +++++ e+ +%+ + ++++ 0 e ++++++++ III III II \ \ \ \ \ \ \ \ \\\ a+++1++++ +++++ONE—ow I= ONE +�+ + \ \ �\ \ \ '7 _��` / \ SEE L3.3 -LAYOUT 0 + + \ \ \ \ \ \\ \ \ \ � T \ \ / ENLARGEMENT B +++ 10+++ +++ / ++++ + ++ I / SEE SOUTH PARKING \ / 0', +++�+++ \ \ \ \\ \ \ \ \ / / / PEDESTRIAN ENLARGEMENT 0+\++ \ / 0 ++++ ++++ \ \ \� \\\ \ \ \ \ _ — — _ — — �TORMWATER REUSE POND / L6.5 0++++\ +++++ �� \\ \\ \ \ \ '160 -YEAR HWL: 965.20 j%/ // // // a • ++++++++ \ \ \ \ \ 0 + + �+ + \ \ \ \ \ \ / / / HIGH NWL: 962.0/ ++ \ LOW NWL: 960.50 / R105.0' V I� SEE NORTH PARKING PEDESTRIAN ENLARGEMENT X 0_ / I / I SEE NORTH PARKING I PEDESTRIAN ENLARGEMENT Y 2 L6.5 I GRAVEL TRAIL, I 1 SEE DETAIL \ I I 2 �- I L6.2 I III / I I � I I I I I I II I I I / I I R50.0' I r'o, LEGEND X CONSTRUCTION LIMITS cow EXISTING DECIDUOUS TREE EXISTING CONIFER TREE LAYOUT CONTROL POINT OCENTERLINE CwC O BITUMINOUS DRIVE PAVEMENT G BITUMINOUS TRAIL PAVEMENT +++++ + + + + +++++ GRAVEL DRIVE AND PARKING LOT w CONCRETE PAVEMENT, 4" U CONCRETE PAVEMENT, 6 z~ GRAVEL TRAIL z 0 40 80 H: SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG z LD >- U_ w W _ WZDL W Z) 0 W a- �Qclo `oOQ�Q Q�—ui c~jo J ui (nm=~Z _ � U Z Qa-or- Qww =Wzwo W F U H W U)< �Qum) clo 3� w z w Lu U � � ¢ � roUn�w ma�u,o � orwzcn UJ ui _ Or- 2� U Q o 0 J J DESIGN BY: JF CHECK BY: JF cc r N 0 C � J w C^. N c N c cc c ui Q 0 LAYOUT ENLARGEMENT A CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L3.2 X cow wJ � CwC O Q JO G J J u- U w O U U z~ z Q _j O = � U Q O Q Q � �z O U w0 w CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L3.2 WE 0 N V N O N 00 (N C.0 0) Z J w n J O 0 0 0 00 0 N N O C 70 m U 6 0 0 0 00 0 N N O old ++ +I I I I\ + + + + \ SEE L3.2 - LAYOUT\ \ / 0 + +++ + \ \ \ \ \ 1 ++++ + ++ + +\ / +++ e++ ++ \ \ \\ \\ \ \ \ 1 I // / ++0 ++ / + + + +++ \ \ \ \ / I SEE SOUTH PARKING / 0 + +%+ + \ \ \ \\ \ / / PEDESTRIAN ENLARGEMENT R50.0 / 0++++++++ \\ \\\\\\ \ \ �� / 0++++ \ \ \ / 3 s i ++++ ++++ L6.5 / ®++++ +++\++++ \ \ \ \ \ \\ \\ \ _ — — �TORMWATER REUSE POND / j // — — — 0 + + + + \ \ \ \ \ 1�% YEAR HWL. 965.20 /// / �� ++++ ++++ \ \ \ \ \ / HIGH NWL. 962.0 10+ ++++�++++ \ \\ \ \ \ \ \\ / / LOW NWL: 960.50/] ++ ++++ \ \\ \\ \ / BOTTOM ELEV� // / • / • 0 0 ++++ ++++ \ \ \\ \ \\ \ – / / // o j ++-++ \\\ \ \ / // / ++ ++++ ++++ \ \ GRAVEL TRAIL, SEE DETAIL // // ' ® ++ + + + + +++ ZR394.0' ++ ++ \ \ \ // // ++++++++++++ 0 + + + + ` / + + + + + + + + + + + + + + + + ® + +\+ + + GRAVEL ROAD, SEE DETAIL 0 ++\+++ \\ \ \ \� /// / o/ //� ++ ++++++ +++\+++++++0 �s +++++ \ // ++ ++ ++++++ ++++++ ++++++ ++++++ + +++++++++++ +++ + +++++++ L6.2 m y+++++.++++++ \ iii / + ++++++++ +++++ +++++++++++++++ ++\++++ \++++ +++++++++ ++ +++ �+ +++�+++ ++ +++ ++++++++ +++++ ++++ +++++ + +\+ +++ +\+ + ++++++++++ m++� +++ \ \ ���� / m\++\+\ +�++++++ +++\ +\+� +++\+�++++++++++ o, + +++ \ \ \ \ �� _ i i / ++++ +++++++ +\t++ ++++\+++++++++++ +0 +++ + ++++++++ +/+ + +++++++++++++ ++++ m+++ +++ \\ \ / / i, \++++++++++ +++++\ ++++++++++++++\+ + +++++ \ \ / + + + + + + + + + + + + + + + + �(+ + + + + +\ + + + + + + + + + + +*-*+++++++++ + + \ _ / / +\+++++�+++�+++++++++++++++++++++++++ /+++++++ +++++++++++++++++ +�+++�++++ ++ ++�++++++++ c� Q+ + + + + + + + �� \ ® + + \+ + + + + + + + + + + + + + \ + \ + + + \ + + + + + + + + + \ + + + + f+'',+ + \+ + \+ + + + + + + + + + + + + + + + \ + + + + + + + + +\ + + + # + \ + + + + + + + + + + + + + +\ + + + + + + + + + + + + + + + \ m m ++ + + +n(0 + + \ /i �_ ® +�+ +\+�+\ +++++++++++++++++++++ +\�+ \+�\ +\+ \ + + + + + + + + \+�+ +\+ + ++ \ +\+ +\+ + + + + + + + + + - m +++++ ++++++ + +++++\++++\++?+ + + + + + + +\ + + +++\++++\+++\ ++�+++++++++++++++++++++\+ ++\+�+ + + +\+ + + + + + + + + + + + m m+ + ++ ++.++++++ + / \+ +\+ +\+ +\+ + + + + + +�+ +\+\++�+�-\+ + + `+�++\++++++++++++++ \++\+++\+++ `+ \ ++ +\\++\+++++++++++++++++\++++++++t \ + + + + + + + + + + + \4 + + + + +\ + + + + ' +\ + + + + + + + + + + + + + +\ + \+ + + + + + + + + + + + + + + + + r + + +�+ + + + + +\ + +\ + + + + + + + + + + + + + + +mss \ + + + + �+ + + + + + + + + + +\ + + + + + +\\++++++++++++++++++ \ + + + + + + + + + + + + + + + + 0 + + + + + + + + + \: + + +`\+ + + + + + + + + + \+ \ + +� + +�+ + + + + + + + + \+ \ + ++ + ��+ + +\+ \+ + + + + + + +�+++\+ +\++++++++ + + / \'+ + + + + �+ + + + + + + t + + + + + + + + + + + + + + \+ + + + + + \ + \+ + + + + + + + + + + + �R + + + + + + + + + + + + + +\+ + + + + + + + + / \ + + + + +,-+,* + +++++/+ ++++ + + + +\ ++ +++�+++++++++++++++++ +++++++++\ +� ++ ++ + + + + + ++�+ +++++\ ++�+++ %+\+++ +\ ++ +++++++++++++++++ +++\+++ ++\� +++�+++++++-. m + + + + \ \ \ \� � / "t + + +— + �+ + + + + \ + + + + + + + + + + + + + + + + + \+ + + + + yT T + +— --+ —+---+-,+ +\ ++ \+ + + + + + + + + \+ +\+ + + +� \+ +\+ + + + + 0 m m + + + + + + + + = + + + + + + m \ + + + + + + + + + + + + + + +\+ + + + + +\+ + + + + + + + +\+ + + + �+ ++ + + + + + + + + + + +\ + \� + + +\ + + + + + + + 0 / ++++++ +++++++++ +\++++++++++++++ I\,� ++�, �++++++++ + ++ ++ +�+++++++++\+++++ +++++++++++++ m ++ ++�_`+++ m I m +++\+++++++++%+\+ \ +++\++\++++++++�+++++\10 + +++++++++++++�+ +++\+ ++++++++ 1 GRAVEL+++\+++++++++\+++++\++\+++++++++++++�+ mm m \ \ \ \+ RKY OT ��'\ / ++++++++ +++++ ++++++++++\+ +++\+++++++++ +++++++++++++ ++++'�++ +++++++++++ +\+ +++ + + + + + + + + + + + + + + + + + +\+ + +� + \ \ + +\+ + ,� ( 0 SCALLS + + + + + + +\ + \++\+ +\,�►+\ + \+� \ + + + + + \ + \ + \ +\� +\ + + + + 0 + + + +\ + \+++++\ +++�+++�++++ +++++++++++++ +\ + +\ + + + + + +\ + + + + + + + + + \ + + \ �\ + \ + \+ + + + + + + \ + + \+ m +++++++� +++++ + ++ +I + + + + + + +\+� �+ +�+ + \ '0 \ \ \+ \ \ \ \ �- \ \ + ++++++++++\+++ +� +++++ ++++++++ +++ + +++++ +++++�\++++++ +++++ +++ ++++++ ++++ + ++++++++�+++\++++++++++++++++++++�++++\++�+++++\+++ ++\++++++++++++++ ++ +++\++++� +\+++\++ +�-++++++++++++�++ +++\+++�+ ++++++++�+I++ 0+++++ +++++++++++++\++ +++++ ++++++++\+++++�+\ +++++++++++ +++\+++ FUTURER246.0' m m + + + + + + + + a _+ + + + +�\ +\ + + + + + + + +\ + \\+�+ + + + + + + + + + + \+ + \+ �,�� + + + + + + + + ++ +\+ +\+ m +++ ++++ ++ ++++++++++ + + + +++++++++++++ + +++ +++++++++ ++++ m ++ ++ R10.0',+++++++++++++�+ ++ ++ +\+++++++++\++\++++/\++ +++++++++++\+++ + PARKING % ,( +++ + +++++++++++\+ +++�+\+++++++++++++ ++ ++�++++++++++++++ B 0 + +++ <o +++++++++++++\++�++ + +�++�+++++\++\+ �+\+++\++++++++++\+ \+ + �. ++ ++++++++++\++++ +++�\ +\+++++++++\+++ +�\'\+i++++++++++++\+++ + ------ +++-N,+++++ 0\ 0+ + + + + +\+ \+ �� \ \ \ ,.+\+ + +� + + + + + + + + + +\+ ++ +� \++++ + + + + + + + + + + + + \+ + + + + + + ..... + + + + + + + + + ++\+ 0 0++ + + + ++++ ++++++++ + + ++ + +++++++++++ +�+ m+ + ++++++++ + +++ +++++�++jo... ++\+.+++++++\+ + \+ " +++ + 0\ 0+ + + + +\+ + +� +\+ + + + + +++++++++ +\ +\+ \+ + +\ +\+ + + + ..... + + + + + +\+ 24 -30 DIA. ++ + + ++++ + \�+ + \+ + + + +\+� + + + +\+ + + + + + + + \+ \+ + + ® / BOULDER(TYP) ++++0 ® ++++ ++++ r++ +\+\+\++++++++++ + ++ / + + + + + + + + + + +\ + + CONCRETE WHEEL + +\,�+\ + + + + + + + + + + + + + � + + +\ m 0 ++�++0 0+++++\+++ \+ +++\++\++++++++ + +++\+ \ 0 ++++ ++ 0 +++++++++\+X++ STOP (TYP), SEE ✓ + + \+ + + + + + + + +\++�\+++ +\+� — — — ++++ +++ + +++++++++++ +++++�� \ + ++ ++++++++ DETAIL ++�+++++++++++ \ + ++ ++++++++++\+ ++\++\++++++++\++++\ \ ----- ++++ 0 ++++++\++\++\+ L6.3 +\++�++++++++++++\++\N 6� ++ ++ ++++++++++++++ +++ ++++++++\+++++ \ \ R139.0 + + + + 0+\+ +\+ + + +\+ +'+ + + + + + + + + + + \+ 3 / \ ++++� 0+++++�++\t + + ++++++++\+++� + + B —+++++++++++++++\+++ + ++ + ++++ + +++ / / \ j I 0+++ ++++ 0+++++++++\+\+++++�+ +++++++++++++++++�+++\+++\ ® m — — ++++ ++++++++ + i \ e ++ + + + 0 + + + +++\ +++\ ++�+++++++++++++++++++\ ++\+++� B \ ++++ ++++\+\+++++++++..+\+\+ / \ a++ ++ 0+++++++++++++++\+\+++ m ++++ +++++\++++++++++ +++\ / \ \ ++++0 +++++++++++++\++++ B +++++ + ++++\ ++++ / 6++++++ ++ R10.0,+ +++\+++++nl� +++0 +�+�+ m � ��gyR20.0, ++++�++++++++++++++++++ ++�++\++++' a+ +� \ + +��+ +-+ + ++ + ++ +++ ++�+,�+ +++ +++ +%+ + ++ ++++ + + + ++ +++ + ++ ++;++ /+++++++0 +++ R51.0' ++ ++++ ' + STOP SIGN, +++`m B� \ \ \ \ \ / /+++++ 6 SEE DETAIL \ \ 0 + + + + 6 \ \ ++++ ++++ + + + + + 6 \ / a ++++ ++I++O I I 0+++ /+ + +++ / \ ++ + ++ + ++++ \ \ ++ + + + + + I I m++++ + + + + I \ \ I + \ m + + + + I R212.0' m++++t++++�a I \ 1 1 m + + I \ 1 m++++ %++ ++ ++++e m++++ + e I I I I \ I + + + + + + m \ \ I ++++ — ++++e I \ + + t + / + \ I \+ + + + �O LEGEND �� i X0, CONSTRUCTION LIMITS EXISTING DECIDUOUS TREE EXISTING CONIFER TREE LAYOUT CONTROL POINT CENTERLINE BITUMINOUS DRIVE PAVEMENT BITUMINOUS TRAIL PAVEMENT GRAVEL DRIVE AND PARKING LOT CONCRETE PAVEMENT, 4" CONCRETE PAVEMENT, 6" GRAVEL TRAIL + + + + + r + + m \ ++++ \ 1 +++ ® N ++ ++++ \ +++ l++ 0 40 80 H: SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY JG o>- U_ w w _ w � j � w ZZ)w a- � Q 07 cn 0 QZ) Q Q � — U O J c>0 =~Z _ � H U Z Q Q W =wzwO w w C/) �Q>0cn Lu z w Lu U IQ -,- 0 U) u0i u- ma-�u,0 � orwZcn UJ ui _ Or- 2� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co m N O C � J LL i co N 0 N co 0 co 0 ui Q LAYOUT ENLARGEMENT 1:3 X cow w J �CC Q G �O u- U OU z� Q w J U = Q NQN J Z �O Mw V W � 1 � 1 10� O J w U_ H z O 2 �J CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L3.3 W N It M N O N 00 N co O Z Q J n ry J O O O O 00 O N N O 0 cz U 6 O 0 0 00 O N N O MA co � I I �� oo04 0 / o co963 966 �9 \�� \968 ��� g6l 66 Milo N o ; / rI EG 968.00 EG 965— ���/74---EG 967.89 EG 96 i — — — 967 — �� _ I I <�� 966 / 6lb � — _ — �— _— ----� i --- - \ EG 969.82\ EG 969.61 \ / \ �� / — \ / 'l \ / SEE L4.2 - GRADING ' \ \ �,'� -®® 966 / — — — / l ENLARGEMENT A ` . \ \ EG 968.52 — _ 969 — EG 967.76 — — )E G 968.65 i _f�_/ EG 968.52 — — 967 /'_966)) C -- - - - — -- _�\ C— 968 EG 966.71 969 EG 966.4 �— V FU URE BALL IELD 9� EG 966.89 EG 967.03 — _96, _\ 1969 J I 96a 9 . % \ \ : v /�� - A / / 968 j rni67_--- 0)3 I l 11 l 1\\� _ ;�\-��` = X60Q51=_—=��� g66 nip ,k\V� \ v _ _ y\v v // ��%/iii °� �cy)� _96- -96 -968 SEE L4.3 - GRADING ' gg/ 7 - ENLARGEMENT B \\\\ 1 ' 968 96? ' FUTURE -- - -- --- \� \ � MULTI-PURPOSE \ FIELDS , 96;;, / \ l- / g6� / \ / 966 � Ix Z IZ __ /// \ / ) -" \ LEGEND N 0 100 200 H. mmmill SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG O>- W U W _ uj ui QZ 0QZS QW—VO Lm=~Z 2 _ Ui 0 U Z � � z � � QaQww =wZaO � d 0 U H wcn—cn< H Q � w3:wZ<w U � J H >- 0 w LL ww ~v,0 WWwZcn W Lu 2 W Q� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co ti rn N z � U � J w M N O N 00 O Q0 O 6i Q OVERALL GRADING PLAN CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING DECIDUOUS TREE wJ EXISTING CONIFER TREE 9`S PROPOSED CONTOUR 965.77 PROPOSED SPOT ELEVATION 965.77 E� EXISTING SPOT ELEVATION HP (FIELD VERIFY) HIGH POINT LP LOW POINT I.E. INVERT ELEVATION TC TOP OF CURB GG GUTTER GRADE SG SUBGRADE G CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE PERFORATED DRAINTILE N 0 100 200 H. mmmill SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG O>- W U W _ uj ui QZ 0QZS QW—VO Lm=~Z 2 _ Ui 0 U Z � � z � � QaQww =wZaO � d 0 U H wcn—cn< H Q � w3:wZ<w U � J H >- 0 w LL ww ~v,0 WWwZcn W Lu 2 W Q� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co ti rn N z � U � J w M N O N 00 O Q0 O 6i Q OVERALL GRADING PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.1 x cw wJ o Q O J U- U w OU U zUJ � z Q O G U � Q u_ O aQ� Z O U W w CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.1 N N 0 N 00 N 0) Z Q J d Q ry J O O C? 0 00 0 N N O C 0 cz U 6 0 0 0 00 0 N N O i ° I / / /e 1 -- ° 967 - - ----- ----- - g6 968.5 �' £ o---- --- - _� / V \ \ \ \ ✓ \ \ \ / 967.76 / 1 EG 969.82 v \ \ / I 968.83 / \ / EG 969.61 ®.w X 9 03o o0 �co'l X96, / - �------- - -----�------- - 968.28 968.18 / EG 968.00 i EG 967.89 967.58 EG 967.45 968 - 968 967.84 EG 967.43 oll�967.66 96� 967.37 -BEGIN SWALE 967.28 / rn�P�1 ' 4 / V ACCESSIBLE PARKING AREA 68.98 ENLARGEMENT X, SEE 1 ,` Z L4.6 TC 969.42 I c V \ ACCESSIBLE PARKING AREA I L EG 968.52 ENLARGEMENT Y, SEE 2 TC 968.12 / - \ i EG 967.76 461)1 967.60 / J \ 969 - _ � / . EG 96865 -- s \ o / 967 I - 9Jfl -:g D966 JJ � _ _ /� i \ / EG 968.52 71 D I \ Nay 967 o _i of ENLARGEMENT D, SEE L4.4 968 9�8 966 J C.� \� 96 \ 965 \ v EG 966.46 966.61 - - ° 9 I _ \ 966.61 \ \V' I- _--- -- 967 ��� 967.82 967.80 a \ I 968.20 68 V A \ 96 co �. _ I I ° I �9 967 80 wsb SCALE: AS SHOWN PLAN BY: JG O>- W U w _ wZ0o 0QZ c"oQDQ Q� - VO co T_co ~z 2 Q a Q w 11 =WZaO � d � H LL U) - co) H Q Z w w Q w U � � J H }0U)ILL_ macg0 LU W Z cn W W Lu 2 W � U Q O 0 J J DESIGN BY: JF CHECK BY: JF GRADING ENLARGEMENT A °j - I EG 966.89 \ EG 967.036' 967.54 �\ 9 969 967.98 ??? 96$ 968.00 967.74 \ \ \ \ 966 965 `JJ \ - _ _ \\ \ \ • g68 ??? 968.38 y 1 \ , �ca rn 968 1 , - \ \ J V - /10 50° \ 1A 96 9� 967Lo �- 8 co JJ / - �\ \ \ - cfl _ 1 967.09 10') 0') 66� /\\\\ � I'I 1 o \ co co , \ 1 / �� - Lu _ I a, a, / \ �/ � � ��\ \ \ \\ \ '� I 968.35 968.39 I 1 / �� A \ V A 968 968 U / �� \ \ \ \ V v \ 967.25 uj /- �� X, � p \T RMV T R S POND 967.25 0 O Q � I 100 -YEAR HWL: 965.20 - L J O 6) O) ��/ \ \ VA \ HIGH NWL 962.0 0 Q_ A cy) Cp 1 VA \ V A V A �tOW NWL:960.50 ENLARGEMENT C SEE \ \\ \BbTT-2M-ELEV:952.o d vv1-967.00 967.00 _ O o 1 / / / VA VVAA \ \ �� - 96 65 rm M 963- -----\\� \ - ui z 962--�- ,�,, 1 Cab 1 1 Q O 961 - - - \ 965.964 0, ENLARGEMENT E, SEE _ CC 966.1 qL co I I � / _ � � Lo 1 z Lo 0)0-)11 \ \ \ \ \ 963 c rn OWN- mik-0 Lu 967.81 \ Q9d'\ \\ \ �\ ` \ \ \ T SEE�1_4.3 -GRADING ENLARGEMENT B \ rn / I \ m v WA' I r LEGEND OCONSTRUCTION LIMITS EXISTING SPOT ELEVATION (FIELD VERIFY) EXISTING CONTOUR HP HIGH POINT 0 EXISTING DECIDUOUS TREE LP LOW POINT \ I/ � EXISTING CONIFER TREE I.E. I\ INVERT ELEVATION 9ss PROPOSED CONTOUR TC TOP OF CURB 965.77 PROPOSED SPOT ELEVATION GG GUTTER GRADE SG SUBGRADE CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE PERFORATED DRAINTILE 1 41 :1 - - iia SCALE IN FEET CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.2 967.27 .11 967.8 i SEE L4.3 - GRADING ENLARGEMENT B 968.41 .24 \ \ \ \ 11 \ 968.60 \ \ \\ ACCESSIBLE PARKING AREA /// ENLARGEMENT Z, SEE /m7m' \ V/ ACCESSIBLE PARKING AREA LX.X \ �/ 65� ENLARGEMENT E, SEE -969'00 - \ G 967.26 I.E:964.02 LX.X ZZ 969.54 v _ \ \ \\\ __ _ moi/ / \/ \ , 970.27 (� / X r a_ 00 LP N M N O N 00 N CD HP 970.24 4 966.42 970.02 �' °S \ - \-- i�� \ / F X96 IE: ??2 / - - - - - - �/� 969.88 / / \ ��� / - ---- rn ' Qasi - \ 0) IE: 968.56 \ 968.19 969968.90 969 IE: 968.62 970.97 ' 968.93 ,96 ENLARGEMENT F, SEE 968.39 L4.4 969.12 \ , FUTURE ' 968.97 96'` PARKING - - 8� 9 968.79 967 \ I� '96 r� \ 968• V \ � \9615. \ ,00 , f / 1 co / P i P rn / \ // / / / 001* 10010 \Ole 061 / // / / / 969.87 00 969.54 91>0 969 970.11 0' 968 I LEGEND CONSTRUCTION LIMITS EXISTING CONTOUR 4 ° EXISTING DECIDUOUS TREE �e EXISTING CONIFER TREE vs PROPOSED CONTOUR 965.77 PROPOSED SPOT ELEVATION EX EXISTING SPOT ELEVATION HP (FIELD VERIFY) \HIGH POINT LP LOW POINT I.E. INVERT ELEVATION TC TOP OF CURB GG GUTTER GRADE i SUBGRADE � CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE _EE� PERFORATED DRAINTILE i �Q z i U W w i i a_ 00 LP N M N O N 00 N CD HP 970.24 4 966.42 970.02 �' °S \ - \-- i�� \ / F X96 IE: ??2 / - - - - - - �/� 969.88 / / \ ��� / - ---- rn ' Qasi - \ 0) IE: 968.56 \ 968.19 969968.90 969 IE: 968.62 970.97 ' 968.93 ,96 ENLARGEMENT F, SEE 968.39 L4.4 969.12 \ , FUTURE ' 968.97 96'` PARKING - - 8� 9 968.79 967 \ I� '96 r� \ 968• V \ � \9615. \ ,00 , f / 1 co / P i P rn / \ // / / / 001* 10010 \Ole 061 / // / / / 969.87 00 969.54 91>0 969 970.11 0' 968 I LEGEND 0 40 SCALE I� wsb SCALE: AS SHOWN PLAN BY: JG z z� a-) a- U) Qz z OU Df J O Lu LL LEa- 0 O O� W U_ W _ H u- Z ol W w Qo UO��Q w < c) cwi)00=~z T_� 2 U Z ol � < 0- =wZa0 0- U H wcn-cnQ H Q> l Z C w > W Q W U Z J H >-OcnCw maco0 LU LU wzcn W Lu 2 W Q� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co ti rn N 7A GRADING ENLARGEMENT B CONSTRUCTION LIMITS EXISTING CONTOUR 4 ° EXISTING DECIDUOUS TREE �e EXISTING CONIFER TREE vs PROPOSED CONTOUR 965.77 PROPOSED SPOT ELEVATION EX EXISTING SPOT ELEVATION HP (FIELD VERIFY) \HIGH POINT LP LOW POINT I.E. INVERT ELEVATION TC TOP OF CURB GG GUTTER GRADE SG SUBGRADE � CROSS SLOPE DIRECTION DTL NON -PERFORATED DRAINTILE _EE� PERFORATED DRAINTILE 0 40 SCALE I� wsb SCALE: AS SHOWN PLAN BY: JG z z� a-) a- U) Qz z OU Df J O Lu LL LEa- 0 O O� W U_ W _ H u- Z ol W w Qo UO��Q w < c) cwi)00=~z T_� 2 U Z ol � < 0- =wZa0 0- U H wcn-cnQ H Q> l Z C w > W Q W U Z J H >-OcnCw maco0 LU LU wzcn W Lu 2 W Q� U Q O 0 J J DESIGN BY: JF CHECK BY: JF co ti rn N 7A GRADING ENLARGEMENT B CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.3 x � ^ v Jw w �e � O Q�� -1 O U- U w OU U z� z Q w O _ � U � Q O �Q z O U W w CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.3 A M N N co N � EG 966.46 � \xF1; �oG \ \ 46 LF 18" RCP @(Q /o IE: 964.00 ENLARGEMENT C t• X CY CLASS III RIPRAP J I I I I I I I �EG 967.03 967 �o6 / / \ 45.5 LF 18" RCP @ 1.0% SLOPE ' 18" FES WITH TRASH GUARD (TYP) i i Z 4 CY CLASS III RIPRAP AND 2 �� CY GRANULAR FILTER AND °' GEOTEXTILE FABRIC I l I I I I I I I I I III I I I I N I I � I 0 20 40 H: iia SCALE IN FEET rl \ (2) 23.5 LF 18" RCP \ 965- ® @ 0.0% SLOPE \ 969 969 \ ® m Sw E ENLARGEMENTIF E: 968.561 � \ I� IE: 968.62 ENLARGEMENT D X CY CLASS III RIPRAP AND X CY GRANULAR FILTER AND GEOTEXTILE FABRIC 18" FES WITH TRASH GUARD (TYP) 968 96 \ x CY CLASS III RIPRAP (2) 30 LF 18" RCP @ 0.0% SLOPE ... _......... .............._....._ A 1,Q/ swq(jl ® ® ® IE: 969.66 E ® 969.61 ® 969.12 / ® ® xLF1511RC © 968.97 969.6 ® m /T I M ® N ® IE: 969.73 15" FES WITH TRASH GUARD 0 It 1' \ 0 20 H: SCALE IN 967.60 / f rn W/ Q 0-0 CIO ti O co 28LF18"RCP CULVERT @0.5% N� F -k 0 20 40 H:iia SCALE IN FEET wsb SCALE: PLAN BY: XX�' O z a� � lY U) Qz z0 J O W LL O o>- W U W _ H Of w ? ui Q `"OQ�Q QO Ln C, =~z 2 � U Z _ � M W d w Q Q 0 =wZa d U H LL (f) U) H Q> Of 0 U) w > w Q w U 0- J H � 0 U) LL ma�-�0 wwUZcn w w w 2 W � U Q O 0 J J DESIGN BY: XXX JF CHECK BY: XXX JF c w Q M N O N oc O a w GRADING ENLARGEMENTS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.4 U) w � w � � O � O � LL U w O U U Z � ~ Z Q w � O _ � U � Q LL O Q Z F- 0 U W Nw 0. CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.4 75 co M N O N co N co ,V/ \ 966.E 18" FES WITH TRASH GUARD (TYP) 4 CY CLASS III RIPRAP AND 2 CY GRANULAR FILTER AND GEOTEXTILE FABRIC /yZ /' Z , -- 962.38 IE: 962.21 966.06 4 LF CULVERT @ 0.5% I Lo co m - \- / / / GG 967.26 y 11:964.02 / O/ / / 9 I.E:964.38 / y 967.66 / 10 LF18" RCP @0.5% \ \ \ T-. ENLARGEMENT E M 0 H- SCALE 40 iiia FEET wsb SCALE: A§ §114M PLAN BY: XX�G Z Z O aC) a� �z z 0 Z C) J0 LL 0 Z 0 W U_ W _ -Z W 0 W d of Q c 0 Q2—VO 00=~z 2 X:� U Z QaQwu X:WZ u � d 0 U H Q H Q> Z w > W Q W U lw- J H >-Ocn�LL ma�- 0 '-UwwZcn W Lu 2 W Q� U Q O 0 J J DESIGN BY: XXX JF CHECK BY: XXX JF GRADING ENLARGEMENTS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.5 x c w J w O Q —j O —i u— U w OU U z� z Qw O _ :5 U � Q O Q Q � � z � 0� O U Co wA' I r CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.5 N N co N co 968.99 I 969.04 i 05 ✓ I 969.00 TC 969.35 GG 968.82 a TC 969.42 10 GG 968.92 'L, I T I 1 NORTH PARKING PEDESTRIAN ENLARGEME 0o O 18" NT X 460 N 0 10 20 H: SCALE IN FEET 000 (GG 967.82 JN1A1 Wd ON / / / JN1A1 ]Vd ON �7 �7 N �i - 5018 NORTH PARKING PEDESTRIAN ENLARGEMENT Y V i 6 cm RIM: 967.11 INV: BOT 962.68 c� TC 968.12 rn J 0 10 2 H: SCALE IN FEET wsb SCALE: A'§,§I1*M PLAN BY: XX9 G v� DESIGN BY: XXX JF CHECK BY: XXX JF _ U LU w 968.99 I 969.04 i 05 ✓ I 969.00 TC 969.35 GG 968.82 a TC 969.42 10 GG 968.92 'L, I T I 1 NORTH PARKING PEDESTRIAN ENLARGEME 0o O 18" NT X 460 N 0 10 20 H: SCALE IN FEET 000 (GG 967.82 JN1A1 Wd ON / / / JN1A1 ]Vd ON �7 �7 N �i - 5018 NORTH PARKING PEDESTRIAN ENLARGEMENT Y V i 6 cm RIM: 967.11 INV: BOT 962.68 c� TC 968.12 rn J 0 10 2 H: SCALE IN FEET wsb SCALE: A'§,§I1*M PLAN BY: XX9 G DESIGN BY: XXX JF CHECK BY: XXX JF _ U LU w wZow O �Or-Qz Z U)oQDQ J Qo o z W p�pIHL�L1 � (U p � 2 z LULL J or_Q � z � w Q ¢a Q wp a� Q z M No LL U) L Q Z 0 (n It Z W 00 O o � J H coWLL }o co LU C) WWwwU) LU U Q J Lu 0 - O Q J J LLQ a- 0 O Z o� _ U LU w wZow �Or-Qz U)oQDQ Qo o z W p�pIHL�L1 (U p � 2 z LULL J or_Q � z � w Q ¢a Q wp a� _ W z a W } d U H M No LL U) L Q N (n It Z W 00 O o � J H coWLL }o co LU C) WWwwU) LU U Q Li.i F- - O Q J J ADA PARKING AREA ENLARGEMENTS X 0 CD W In W J 967.75 �e 2 O 968.38 968.32 968.11 968.05 967.84 967.78 967.57 967.51J O J TC 968.02 o TC 967.90 o TC 967.48TC 967.36 LL U W 968.28 C° TC 968.17 TC 967.75 TC 967.63 TC 967.27 O U � ~ GG 968.26 Z GG 968.20 GG 967.72 GG 967.66 GG 967.26 Q W Z GG 967.99 GG 967.93 GG 967.45 GG 967.39 J O 2 = � 1% U ~ LL Q O FL�1 F65-1 NG FGq [G -q FGq FGq96 .60 7 NO PARK G INO PARKING INO PARKING NG 967.05 NO PARKI7 � O U GG967.06 W �nV 966.99 m WW L.L w SOUTH PARKING PEDESTRIAN ENLARGEMENT 0 10 20 H SCALE IN FEET CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L4.6 WE LP co N N 00 N LCA L'I III � � � � ITr � � � � � � � �• � �. I I I I I I I I I I�� I I// 1/ / /// �� -- —.- , �I—II iiia iiiiiiiiii _I I _I I I X�l I I �j— iiI i IIIIII e. 1-71 x-- e _ I / X. I I I I . I I I I �I 1 ...........:..;:: :.....:: — r \ ) PLANT SCHEDULE / TREES QTY BOTANICAL / COMMON NAME / \ I0 15 ACER SACCHARUM'GREEN MOUNTAIN'TM / SUGAR MAPLE 0 19 ACER X FREEMAN II 'SIENNA'/ SIENNA GLEN MAPLE LEGEND CONSTRUCTION LIMITS EXISTING CONTOUR EXISTING DECIDUOUS TREE EXISTING CONIFER TREE °mss PROPOSED CONTOUR TURF SEED MIX NATIVE SEED MIX SEDIMENT CONTROL LOG sF SILT FENCE N 0 100 200 H: momill SCALE IN FEET CONT 2.5" CAL B&B 2" CAL B&B 9 AMELANCHIER X GRAN DIFLORA 'AUTUMN BRILLIANCE'/ SERVICEBERRY CLUMP FORM 6' B&B I I �• 6 BETULA NIGRA / RIVER BIRCH CLUMP FORM 10' B&B • 3 CELTIS OCCIDENTALIS / COMMON HACKBERRY 2" CAL B&B GYMNOCLADUS DIOICA 'ESPRESSO' / KENTUCKY COFFEETREE QUERCUS BICOLOR / SWAMP WHITE OAK QUERCUS MACROCARPA / BUR OAK TILIA AMERICANA 'MCKSENTRY' / SENTRY LINDEN ULMUS AMERICANA 'PRINCETON' / PRINCETON ELM 2" CAL B&B 2.5" CAL B&B 2.5" CAL B&B 2" CAL B&B 2" CAL B&B WSJ SCALE: AS SHOWN PLAN BY: JG 0 w U ow >- _ wzow CLftQo 0UQ�Q O J Cnm=~Z 2 W ~ U Z a o Q IL =wZCL0 } d U H Q Z Cn wF- LOU - 0 co w LL WWVZO Lu Lu 2 w U Q — 0 J J DESIGN BY: JF CHECK BY: JF o RESTORATION PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.1 x Cn w J w � O Q �O J u- U w OU U z� z Q w O _ U Q O a< �z� 0� O U W W CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L5.1 WE N N N co N LCA Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprop Bedding Geotextile fabric Original grade 0 o SECTION B—B o (not to scale) Ribbed or Corrugated steel plates 0 Original Geotextile fabric SECTION A—A grade (not to scale) NOTES: Channelize runoff to sediment trapping device z_ C/) X w Match Existing Grade Sediment Trapping Device L I U I n Slope away from 24' min. highway Ribbed or Corrugated steel plates A i, 50' min. or Right of Way PLAN Standard Plate Library City of Monticello Title: Commercial Gravel Construction Entrance Date:Plate No, 06— 14 6002 Revised: 6002 ROCK CONSTRUCTION ENTRANCE 0 M 2" X 2" WOOD STAKE (4' O.C. MAX. SPACING) TO BE DRIVEN NO LESS THAN 2' INTO THE GROUND - TYP. I GEOTEXTILE SILT FENCE (GTF 100 OR EQUAL) SECURELY ATTACHED TO POSTS COLOR. BLACK I ATTACH FABRIC WITH STAPLES OR FABRIC MANUFACTURER SUPPLIED INTEGRAL I FASTENERS I FABRIC ANCHORAGE TRENCH - BACKFILL AND I COMPACT WITH NATURAL SOIL OW p�REC��ON F` I I I I LOW p\RECD �O I I = F z — z — 24" MIN. DRIVEN DEPTH— — III III III III 6" MIN. _ I I I I _III III III III III III III III III III III III=1 I II NOTE: SILT FENCE SHALL BE PLACED PARALLEL TO THE CONTOUR OF THE TERRAIN, WITH THE ENDS WRAPPED UPHILL TO PREVENT FLOW AROUND THEM. NO EARTHWORK SHALL BE PERFORMED DOWNGRADE FROM THE FENCE. ACCUMULATED SILT AROUND THE FENCE SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE THIRD THE HEIGHT OF THE SILT FENCE OR AS DIRECTED IN THE FIELD BY THE OWNER/LA-E WITHIN 24 HOURS OF NOTIFICATION. SILT FENCE G" TO 7" DIA. ROLL ENCLOSED IN —� PLASTIC OR POLYESTER NETTING TYPE 2s BIOROLL DITCH CHECK USE ON ROUGH GRADED AREAS 1"' X 2" X 18" LONG WOODEN STAKES AT 1' 0" SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. PROVIDE 8" TO 10" OF EMBEDMENT DEPTH. FLOW BIOROLL STAKING DETAIL JT O - 10" EMBEDMENT DEPTH NOTE, WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6' AND STAKE Standard Plate Library City of Monticello BIOLOG 4' HIGH STEEL POST (4' MAX SPACING) WITH A MINIMUM 2' BURY ORANGE CONSTRUCTION FENCING- (PRODUCT WB 410017) AS SUPPLIED BY: PLASTIC SAFETY SYSTEMS, INC. PO BOX 20140 CLEVELAND, OH 44120 PHONE- 800-662-6338 - FAX: 216-231-2702 q (OR APPROVED EQUAL) ATTACH FENCING W/ HEAVY DUTY NYLON ELECTRICAL TIES OR FENCING MANUFACTURER SUPPLIED INTEGRAL FASTENERS. TREE PROTECTION FENCE ENTRENCH A MINIMUM OF 2' Title: Bio Log Staking Straw or Wood Bio Roll Date: 03-0$ Plate No. Revised: 0 3 —15 6009 1 1 1 1 1 1 1 1 1 1 1 1 0.7 STAPLES PER SQ. YD. 4:1 SLOPES 1.15 STAPLES PER SO. YD. 3:1 SLOPES CZZZ7 3.75 STAPLES PER SO. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET INA 5" (15cm) DEEP X 6"(15—) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL, SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"(30—) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5a 12.5cm) OVERLAP DEPENDING ON BLANKET TYPE, TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3'(7.5—)OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY I2"(30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15..) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Standard Plate Library City of Monticello EROSION CONTROL BLANKET STOP ONLY ONLY PARKING VEHICLE ID REQUIRED PF TO ORNE FOR OLA710N VAN ACCESSIBLE v •1 -5' Title: Erosion Control Blanket Stapling Patterns & Installation Date: 03-08 Plate No. Revised: 03-15 6011 SIGN TABULATION DESCRIPTION # SIZE QUANTITY STOP SIGN R1-1 30" x 30" 0 AUTHORIZED VEHICLES ONLY R5-11 30" x 24" 0 LEFT AND RIGHT LAND DESIGNATION R3-30AA 36" x 30" 1 DISABLED / ACCESSIBLE PARKING SIGN R7 -8m 12" x 18" 9 VAN ACCESSIBLE PLAQUE R7-8bP 12" x 6" 5 TRAIL STOP SIGN R1-1 18" x 18" 2 SIGN TABULATION wsb SCALE: AS SHOWN PLAN BY: JG z z O I..L L.I. LL C/) z Cz G n/ NJ O1 I..L 11 0 z Z 0> U_ w w _ IL 0 J ~ Z =) O' LU =) o w O-O_Q0 (f) O 2E Z) Q Q — U O J U) z _ LU U Z F 0 O Q 0- Q W w = w Z w O w >_ � - U H u- U) n om �Q>ocn LU zw LU U Q �OcoUiIL m -H-U,0 Ir�wzcn LU _ Uj or-� U Q O J J DESIGN BY: JF CHECK BY: JF STANDARD DETAILS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.0 C^. N c N cc c c ui Q X w J w 0_ � O Q�_j J O J LL U W O U U zLij ~ z Q _j O = � U Q O Q Q �z O U CD MW W 111 01. CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.0 C^. N c N cc c c ui Q G a N CD N 00 N MY MOST DEPENDABLE FOUNTAINS, INC. 4 -STAINLESS STEEL CID a as � co 6" II. 't aof Q0 RECESSED HOSE BIBB J J W/ LOCK DOOR U 1 81/2" 1 � al oACCESSo aD�pIFw--W \\\ v_ L p� 2 z 4 -STAINLESS RIM: 967.11 Of 0 Z MY MOST DEPENDABLE FOUNTAINS, INC. 4 -STAINLESS STEEL I 1/4-20 SS TORX A BOLT W/ PIN _ U W w co 6" II. 't aof Q0 RECESSED HOSE BIBB J J W/ LOCK DOOR U 1 81/2" 1 z 2w OF Q�—Uo U oACCESSo aD�pIFw--W v_ L p� 2 z 4 -STAINLESS J Of 0 Z DOOR STEEL 1/4-20 SS Q a Q j 0 1 0 0 TORX BOLT W/ PIN - - - - ~ II M o OPTIONAL INTERNAL STEEL CARRIER II w it 1/2"X12"ZINC ' I PLATED ROD TOP VIEW PLAN VIEW MOST DEPENDABLE FOUNTAINS, INC. 5705 COMMANDER DR. P.O. BOX 587 ARLINGTON, TN 38002-0587 PHONE: (901) 867-0039 FAX: (901) 867-0159 www.mostdependable.com 3/8" NYLON REINFORCED NYLONBRAID TUBING M 1/2" MIP (WATER SUPPLY) v NOTES: NOT SHOWN BUT TO BE INCLUDED IS JUG FILLER ON SIDE OF PUSH BUTTON AND LOW POINT DRAIN. NOTES: 1. MEETS ADA REGULATIONS. 2. OPTIONAL 10" STAINLESS STEEL SURFACE CARRIER RECOMMENDED. 3. SHOW WITH OPTIONAL 10" SS SURFACE CARRIER RECESSED HOSE BIBB WITH LOCK DOOR. 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. DO NOT SCALE DRAWING. 6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 3354-1.49. MODEL 440 SM SHOWN WI OPTIONAL SS SURFACE CARRIER,RECESSED HB WI LOCK DOOR DRINKING FOUNTAIN - MANUFACTURER CUT SHEET DRINKING FOUNTAIN NTS ala DRINKING FOUNTAIN NOTE: 1. DRINKING FOUNTAIN SHALL BE INSTALLED BY A LICENSED PLUMBER IN THE STATE OF MN AND AS PER MANUFACTURER'S SPECIFICATIONS (NOTE: CONTRACTOR SHALL VERIFY FOUNTAIN ORIENTATION WITH LA -E PRIOR TO INSTALLATION) - 2. INSTALLATION SHALL INCLUDE ALL ATTACHMENTS AND CONNECTIONS TO WATER SUPPLY LINE, BLOW OUT SYSTEM, FIRST SEASON WINTERIZATION, AND ALL ADAPTERS / APPURTENANCES AS REQUIRED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. DRINKING FOUNTAIN INSTALLED AS INDICATED ON CONCRETE AND AS PER MANUFACTURER'S SPECIFICATIONS (NOTE: CONTRACTOR SHALL VERIFY FOUNTAIN ORIENTATION WITH LA -E PRIOR TO INSTALLATION) - INSTALLATION SHALL INCLUDE ALL ATTACHMENTS AND CONNECTIONS TO MAIN WATER SUPPLY LINE WITH ADAPTERS / APPURTENANCES AS REQUIRED (TYP) 4. DRINKING FOUNTAIN TO BE AN MDF DRINKING FOUNTAIN, MODEL 440 SM IN TEXTED PYRITE WITH THE FOLLOWING ACCESSORIES: JUG FILLER, RECESSED HOSE BIB WITH DOOR LOCK, CUT OFF VALVE AND LOW POINT DRAIN. ADA ACCESSIBLE. �zlm A a 1XIA ,1 MANUFACTURER: MOST DEPENDABLE FOUNTAINS, INC. 1-800-552-6331 WWW.MOSTDEPENDABLE.COM OVERLAP FABRIC AS SHOWN OVERLAP F 77 O 0�0 OOC' 4" IN. COVER O O O �— U CI 4 CUBIC YARDS +/- OF ID 0 00 O O 0° 0 �I CLEAR WASHED ROCK 00 °OC- O O 40°000°00 001 000°00°°O C PO° 0 0000 0 00 00 O 0`� GEOTEXTILE FABRIC, ° 0 0 0 010000 01 MnDOT 3733 TYPE III OO 0 00 000 0 4" PERFORATED PVC ° 0000 0 0 0 .1 (ASTM D 2729, D 3034) LO s °o�°O°oo°0 SECTION C -C' 40" 1 32" N 9- DRINKING FOUNTAIN- SEE NOTES 4" THICK CONCRETE PAD - TYP. SEE DETAIL 4 L6.1 SLOPE CONCRETE AWAY FROM FOUNTAIN ALONG BACK EDGE 2.4' AND DRAIN TO TURF AREA FINISH GRADE 1" JER + .l THAN 0 CRETE PAD i`–j–------- 4" PERFORATED PVC I (ASTM D 2729, D 3034) I WATER SUPPLY F SEE SECTION B -B' VIEW AND SHEET C2.0 �- ---- clo ---0-- I 1.5" DRAIN LINE FROM FOUNTAIN CONFIRM EXACT LOCATION OF SUB -DRAINAGE SYSTEM WITH OWNER/LA-E, TO AVOID IRRIGATION SYSTEM, SEE PLAN VIEW SUB -DRAINAGE SHALL NOT BE LOCATED BENEATH CONCRETE PADS PUSH BUTTON ON WEST SIDE --\ PUSH BUTTON ON SOUTH SIDE SECTION A -A' DRINKING FOUNTAIN- SEE NOTES 2.4' 24" 4" THICK CONCRETE PAD - TYP. SEE DETAIL, SLOPE AWAY FROM FOUNTAIN AT 1.5% 4 L6.1 FINISH GRADE 1" LOWER THAN CONCRETE PAD 6.5' CURB STOP AND BOX SEE DETAIL 2 C2.2 / ' °'d d • •d °J �` d° • ° ' ° ° ° . • d• • d i i 13" x 19" IRRIG. VALVE BOX CONFIRM EXACT LOCATION ' IN THE FIELD WITH THE I o 0 OWNER (COLOR TO BE of Iii i i APPROVED BY OWNER) I L --- I �-i I I I I I I I I I I ----------------------------- ----------------- }{ --- 90 DEG. TEE, THREADED ON ------------------------------ ---------------------- ---- TOP FOR DRAIN DOWN DRAIN LINE SEE SECTION A-A'VIEW 1" WATER SUPPLY LINE - SEE SHEET C2.0 SECTION B -B' wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF o>- I III w J _ U W w co w Z 2,w 't aof Q0 J J u- U CURB STOP AND BOX SEE DETAIL 2 C2.2 / ' °'d d • •d °J �` d° • ° ' ° ° ° . • d• • d i i 13" x 19" IRRIG. VALVE BOX CONFIRM EXACT LOCATION ' IN THE FIELD WITH THE I o 0 OWNER (COLOR TO BE of Iii i i APPROVED BY OWNER) I L --- I �-i I I I I I I I I I I ----------------------------- ----------------- }{ --- 90 DEG. TEE, THREADED ON ------------------------------ ---------------------- ---- TOP FOR DRAIN DOWN DRAIN LINE SEE SECTION A-A'VIEW 1" WATER SUPPLY LINE - SEE SHEET C2.0 SECTION B -B' wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF o>- X w J _ U W w co w Z 2,w 't aof Q0 J J u- U W z 2w OF Q�—Uo U O z aD�pIFw--W () L p� 2 z _j J Of 0 Z Q Q a Q j 0 1 wZO Q W a U ~ M o w C/) Q Q N F- (n of wzw Z 00 q U w S¢ F_ o O U }oLu LL co a- �v)o C.D w LU U Z U) ww 2Or- 2�UQ W w cl — o 0 J J olf STANDARD DETAILS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.1 X w J w O a JO J J u- U W O U U z~ z Q _j 0 1 �a ILL0 Q Q Z ollf O U W C.D m W olf CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.1 WE N 0 N co N LCA PROVIDE 2' SHOULDER ON EITHER SIDE OF DRIVE AT 1.5% SLOPE REFER TO GRADING PLANS FOR 2' SLOPES ADJACENT TO GRAVEL PARKING AND DRIVE AREAS 111 10" DEPTH COMPACTED MNDOT CLASS 5 AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR 1.5% MAX CROSS SLOPE III III—III III III—III—-1 I IIIIIIII 11— _ 18" DEPTH COMMON BORROW COMPACTED TO —III' VII VII 100% STD PROCTOR - FROM ON SITE ACCEPTABLE SOILS SEE SPECIFICATIONS. 12" MIN. SUITABLE ON-SITE SUBGRADE MATERIAL TO BE COMPACTED TO 100% STANDARD PROCTOR. REMOVE ALL TOPSOIL FROM SUBGRADE. GRAVEL PARKING LOT AND DRIVES NOT TO SCALE CONCRETE PLACEMENT NOTE: CONCRETE SHALL HAVE 1.0% MIN. / 1.5% MAX. CROSS -SLOPE IN DIRECTION OF POSITIVE DRAINAGE FLOW, UNLESS INDICATED OTHERWISE (TYP) - REFER ALSO TO GRADING PLANS FOR ADDITIONAL INFORMATION. SAWCUT CONTROL JOINT. CRACK CONTROL JOINTS SHALL EXTEND TO 1/3 THE THICKNESS OF THE CONCRETE. CRACK CONTROL JOINTS TO BE REPLACED WITH 1/2" EXPANSION JOINTS AT INTERVALS NO GREATER THAN 30 FEET. REFER TO PLANS FOR LOCATIONS/PATTERNS OF CONTROL JOINTS AND VERIFY WITH LA -E PRIOR TO PLACEMENT. GRAVEL TRAIL NOT TO SCALE 4" THICK TYPE 1 STANDARD CONCRETE SECTION: 4" THICK CONCRETE (4000 PSI) OVER 4" THICK COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) TOPSOIL 1/2" RADIUS OUTSIDE EDGE (TYP) • . . , 411 _ 411 III II'= COMPACTED SUITABLE SUBGRADETYP ( ) NON -TOPSOIL MATERIAL 6" THICK CONCRETE SECTION: 6" THICK CONCRETE (4000 PSI) OVER 6" THICK COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY TOP OF ADJACENT GRADE SHALL BE 1" BELOW TOP OF AGGREGATE PROVIDE V SHOULDER ON EITHER SIDE OF TRAIL AT 1.5% CROSS SLOPE 6" DEPTH MNDOT CLASS 5 AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY (PROVIDE A THICKENED 9" SECTION IN TRANSITION AREAS BETWEEN GRAVEL PATHS AND PAVEMENT AREAS FOR A MINIMUM OF 10' IN LENGTH). 12" MIN. DEPTH OF COMMON BORROW MATERIAL FROM ON-SITE ACCEPTABLE SOILS, SEE SPECIFICATIONS. COMPACTED SUBGRADE TO 100% STANDARD PROCTOR. REMOVE TOPSOIL FROM SUBGRADE PRIOR TO COMPACTION. MIN. 12" DEPTH. 0 SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT r SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (6612) MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT / Cu. YDS. (6612) DIVIDER PLATE 3"R-\ MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS / LIN FT (8618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / CU.YDS. (8618) 12" 3/4 / PER FT 3.. 1/2 " R 1/2 " R 3" g;1 7"E 10" HORIZONTAL — — — — — — — LINE I 2'- 0" MODIFIED DESIGN "D" CURB & GUTTER Standard Plate Library City of Monticello B612 CURB AND GUTTER Title: Concrete Curb & Gutter for Streets Vate: 03-05 Revised: 03-15 5005 wsb SCALE: AS SHOWN PLAN BY: JG z O� U_ w w _ w Z O� w Z w a- Q' Q Cn0zQ Q a :�E - U O J Cnm=~Z Ui _ u U Z �ofMQ� :�i Qa-<Ui0 =wzw w I� U) U) �ao� 3: w w U j O Cf) M L_ m��u,o UJ Df�wZcn LU LU = Q� 2� U Q — O 0 J J DESIGN BY: JF CHECK BY: JF PAVEMENT DETAILS BITUMINOUS PAVEMENT NOT TO SCALE 6" COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY WITH 450 EDGES (TYP) SUITABLE SUBGRADE (NON -TOPSOIL) SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP). REFER TO GEOTECHNICAL REPORT AND SPECIFICATIONS. 3.5" MIN.BITUMINOUS PAVEMENT (MATCH EXISTING SECTION) 6" MIN. DEPTH COMPACTED MNDOT CLASS 5 AGGREGATE BASE TO 100% STD PROCTOR BITUMINOUS TRAIL NOT TO SCALE 12" DEPTH COMMON BORROW MATERIAL FROM ON SITE ACCEPTABLE SOILS, SEE SPECIFICATIONS )MPACTED SUBGRADE TO 100% STANDARD OCTOR. REMOVE TOPSOIL FROM SUBGRADE PRIOR TO COMPACTION. MIN. 12" DEPTH. CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.2 co m N C^. N c N I c X C w a 0 TOP OF CONCRETE TO BE 1" ABOVE ADJACENT GRADE (TYP) TOPSOIL 1/2" RADIUS OUTSI E EDGE (TYP) CONCRETE (REFER TO PLANS FOR t °o X THICKNESS) WITH LIGHT BROOM FINISHLij TI -11- �.,�. �.,�. AND SAWCUT JOINTS ,y� �;�,y�,,. W 0- COMPACTED SUITABLE SUBGRADE (TYP) 5-0" MINIMUM �e 2i 0 NON -TOPSOIL MATERIAL CLEAR ZONE, TYP. Q O J BOTH SIDES 12 WIDE MNDOT CLASS 5 SHOULDER U LLI LIGHT BROOM FINISH WITH SAWCUT JOINTS CONCRETE SECTION VIEWS (NO SIGNS / TREES OR OTHER FIXED ON EACH SIDE OF TRAIL, TYP U_ Q U OBJECTS ALLOWED) TRAIL EDGES SHALL BE z r-- 10' WIDE BITUMINOUS TRAIL HAND -TAMPED AT 45 DEGREES Q LLJ J Z O rT CONCRETE WALK I TOP OF SHOULDER TO BE KEPT 1/2" BELOW TOP OF BITUMINOUS U = C c L6.2 NOT TO SCALE PROVIDE 1' SHOULDER OIC EITHER SIDE ILL O OF TRAIL 1.5% SLOPE OPE Q J III M� SL � Q 1.5„ DEPTH WEAR COURSE I 1.5% CROSS SLOPE 4�.� I I III III III III Z — MNDOT SPWEA340C LMNDOT X S�-OPE 4'1 MA `_ � III-III III III III= O U BITUMINOUS TACK COAT II I III—III III III III III III III III—III I LU - rr rr rr rr rr rr rr rr rr rr rr rr SPEC 2357, INCIDENTAL _ III -III IIIIII-III- m w ., 2 DEPTH NON -WEAR COURSEi- - IIIIIII v�/w/w/w/w/w w/w/ /w/w/w/w/w/w/ /w w/w/w/w/w/w/w/w/w/w IIIIIII c�c�c� MNDOT SPNWB330C BITUMINOUS PAVEMENT NOT TO SCALE 6" COMPACTED DEPTH OF MnDOT 3138 CLASS 5 CRUSHED AGGREGATE BASE COMPACTED TO 100% STANDARD PROCTOR DENSITY WITH 450 EDGES (TYP) SUITABLE SUBGRADE (NON -TOPSOIL) SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY (TYP). REFER TO GEOTECHNICAL REPORT AND SPECIFICATIONS. 3.5" MIN.BITUMINOUS PAVEMENT (MATCH EXISTING SECTION) 6" MIN. DEPTH COMPACTED MNDOT CLASS 5 AGGREGATE BASE TO 100% STD PROCTOR BITUMINOUS TRAIL NOT TO SCALE 12" DEPTH COMMON BORROW MATERIAL FROM ON SITE ACCEPTABLE SOILS, SEE SPECIFICATIONS )MPACTED SUBGRADE TO 100% STANDARD OCTOR. REMOVE TOPSOIL FROM SUBGRADE PRIOR TO COMPACTION. MIN. 12" DEPTH. CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.2 co m N C^. N c N I c X C w a 0 WE 0 LO N O N co N NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised: 03-17 5016 M 60' BO1 OF 0 12" X 18" ACCESSIBLE PARKING SIGN DISPLAYING INTERNATIONAL SYMBOL OF ACCESSIBILITY AND REQUIRED FINE NOTICE (MNDOT R7 -8m WHITE LEGEND AND BORDER ON BLUE BACKGROUND) 12" X 6" VAN ACCESSIBLE SIGN (MNDOT R7 -8b WHITE LEGEND AND BORDER ON BLUE BACKGROUND) - REFER TO PLANS FOR LOCATIONS POST - PER CITY OF MONTICELLO SPECIFICATIONS ACCESSIBLE SIGNAGE REQUIREMENTS: ACCESSIBLE PARKING SIGN SHALL BE CENTERED ON EACH ACCESSIBLE PARKING STALL WHICH SHALL INCLUDE THE VAN ACCESSIBLE SIGN AS APPROPRIATE (TYP) - REFER TO PLANS FOR ADDITIONAL INFORMATION ACCESSIBLE PARKING SIGN NTS Height of Symbol M6mum= 28 inches Special = 40 irlct►es • Width of Symtd 4— Minimum = 24 inLPes S}reaal = 36 in&es *SWkle,Iwdh Nate. Blue background and MkAmrn = 3 inches white bonder are optional SpwW =4 indws Figure 3B-22 lrrtemational Symbol of Accessibility Parking Space Markh7g ACCESSIBLE PARKING SYMBOL NTS SIGN INSTALLATION BEVEL EDGE OF PAVEMENT AT BITUMINOUS PAVEMENT GRAVEL. MAINTAIN CONSTANT GRADE &DRAINAGE. STRIPING AND PAINT SYMBOL QUANTITY SEE DETAIL GRAVEL PARKING LOT 6 SEE DETAIL 1 DESCRIPTION ORIENTATION QUANTITY L6.1 L6.1 "NO PARKING" LETTERS 12" HT HORIZONTAL 7 ACCESSIBLE SYMBOL, WHITE HORIZONTAL 14 r r r r 3 PAINTED 0° r �� 4" STRIPE, WHITE PAINTED VERTICAL 385 LIN FT 4" STRIPE, WHITE PAINTED HORIZONTAL 186 LIN FT 4" STRIPE, WHITE PAINTED DIAGONAL 387 LIN FT CROSSWALK MARKINGS, WHITE PAINTED SEE SHEET L6.4 X SQ FT STRIPING AND PAINT SYMBOL QUANTITY INSTALL WHEEL STOP CENTERED ON PARKING STALL WITH REBAR, TYP. (2 PER WHEEL STOP) PARKING LOT PAVEMENT PARKING BLOCK EDGE OF CURB 12" EEL STC)P1 DETAIL 4 PAVEMENT EDGE TREATMENT wsb SCALE: AS SHOWN PLAN BY JG z O U_ w w _ LL 0 J ~ Z ::) O� W Z) r) w a- � Q 0 Cn0QZ Q Q — U O J CnmT: z _ � U Z Q 0- Q WLL] 0 = w Z a- 0 O LL, U H wCn—CnQ Q 0 Cn 3: w w LU U Q O cn � LL mwCn0 Df�LULU LU _LLJ Or- 2�UQ O 0 J J DESIGN BY: JF CHECK BY: JF co Cn N O z C J LLL Q T N N M N CD N 0 0 Q 0 DETAILS X cow wJ nCC Q G �O � U OU z� Qw U = Q J r Q Z �O w0 MLU 0. O J J w U z O 75 LL O A IBJ CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.3 0 0 0 TRAFFIC SIGN SPECIFICATIONS 0 0 0 MATERIAL: 3#/FT 0 ALUMINUM SHALL BE 5052—H38 OR 6061—T6 ALLOY. 0 GAUGE SHALL BE: .080 ON THE LONGEST SIDE 0 UP TO 30" 0 .100 ON THE LONGEST SIDE OVER 30" 0 0 3#/FT.ALL REFLECTING SHEETING SHALL BE DIAMOND GRADE. SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR 0 HIGHWAY CONSTRUCTION. .\ �= 0 .'w 0 CHANNEL POST SPECIFICATIONS 0 GALVANIZED STEEL CHANNEL POSTS SHALL 0 0 BE USED, 2.5 LB/FT POSTS SHOULD BE 0 z USED THAT ARE PUNCHED ON 1" CC. 0 —g GALVANIZED POSTS SHALL BE OF THE 0 4—RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised: 03-17 5016 M 60' BO1 OF 0 12" X 18" ACCESSIBLE PARKING SIGN DISPLAYING INTERNATIONAL SYMBOL OF ACCESSIBILITY AND REQUIRED FINE NOTICE (MNDOT R7 -8m WHITE LEGEND AND BORDER ON BLUE BACKGROUND) 12" X 6" VAN ACCESSIBLE SIGN (MNDOT R7 -8b WHITE LEGEND AND BORDER ON BLUE BACKGROUND) - REFER TO PLANS FOR LOCATIONS POST - PER CITY OF MONTICELLO SPECIFICATIONS ACCESSIBLE SIGNAGE REQUIREMENTS: ACCESSIBLE PARKING SIGN SHALL BE CENTERED ON EACH ACCESSIBLE PARKING STALL WHICH SHALL INCLUDE THE VAN ACCESSIBLE SIGN AS APPROPRIATE (TYP) - REFER TO PLANS FOR ADDITIONAL INFORMATION ACCESSIBLE PARKING SIGN NTS Height of Symbol M6mum= 28 inches Special = 40 irlct►es • Width of Symtd 4— Minimum = 24 inLPes S}reaal = 36 in&es *SWkle,Iwdh Nate. Blue background and MkAmrn = 3 inches white bonder are optional SpwW =4 indws Figure 3B-22 lrrtemational Symbol of Accessibility Parking Space Markh7g ACCESSIBLE PARKING SYMBOL NTS SIGN INSTALLATION BEVEL EDGE OF PAVEMENT AT BITUMINOUS PAVEMENT GRAVEL. MAINTAIN CONSTANT GRADE &DRAINAGE. STRIPING AND PAINT SYMBOL QUANTITY SEE DETAIL GRAVEL PARKING LOT 6 SEE DETAIL 1 DESCRIPTION ORIENTATION QUANTITY L6.1 L6.1 "NO PARKING" LETTERS 12" HT HORIZONTAL 7 ACCESSIBLE SYMBOL, WHITE HORIZONTAL 14 r r r r 3 PAINTED 0° r �� 4" STRIPE, WHITE PAINTED VERTICAL 385 LIN FT 4" STRIPE, WHITE PAINTED HORIZONTAL 186 LIN FT 4" STRIPE, WHITE PAINTED DIAGONAL 387 LIN FT CROSSWALK MARKINGS, WHITE PAINTED SEE SHEET L6.4 X SQ FT STRIPING AND PAINT SYMBOL QUANTITY INSTALL WHEEL STOP CENTERED ON PARKING STALL WITH REBAR, TYP. (2 PER WHEEL STOP) PARKING LOT PAVEMENT PARKING BLOCK EDGE OF CURB 12" EEL STC)P1 DETAIL 4 PAVEMENT EDGE TREATMENT wsb SCALE: AS SHOWN PLAN BY JG z O U_ w w _ LL 0 J ~ Z ::) O� W Z) r) w a- � Q 0 Cn0QZ Q Q — U O J CnmT: z _ � U Z Q 0- Q WLL] 0 = w Z a- 0 O LL, U H wCn—CnQ Q 0 Cn 3: w w LU U Q O cn � LL mwCn0 Df�LULU LU _LLJ Or- 2�UQ O 0 J J DESIGN BY: JF CHECK BY: JF co Cn N O z C J LLL Q T N N M N CD N 0 0 Q 0 DETAILS X cow wJ nCC Q G �O � U OU z� Qw U = Q J r Q Z �O w0 MLU 0. O J J w U z O 75 LL O A IBJ CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.3 N Lo V co N 0 N 00 N z. SHELTER ENLARGEMENT R16' SHELTER ENLARGEMENT SHELTER GRILL (BY OWNER) 0 HlSiM SCALE IN FEET N 0 5 10 H: iia SCALE IN FEET PLAN SHELTER POST --- SHELTER POST SHELTER POST — 2" THICK STONE CAP TAPERED TO DRAIN FILL VOID WITH GROUT STONE -SEE 2'-4" SPECIFICATIONS ELECTRICAL OUTLET - PLACE ON INTERIOR SIDE OF COLUMN. SEE I/ F ELECTRICAL PLAN 1'-6" SHELTER FOOTING (BY OTHERS) SHELTER POST COLUMN NOT TO SCALE wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF Z Z O F- 0 a-ry Qz Z 0 ry JO LL O z z O>- LU U_ W _ LL 0Z of J ~ W D w a- ofQo 10Q=zQ a2-L)o cwi�00=z�= 2 T: L U z F-020�2 z w =wQ CLLu zC0 } 0- U H wcn—cnQ Q � Cn w W LU U w 5 ¢ F_ >- OcnL W ma�v,0 Wwwzcn W Lu _ Or- L U Q O 0 J J z c 0 N J W Q a M N O N 00 O O 6i Q SHELTER ENLARGEMENT & DETAILS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.4 X C/)w J w w � O Q J O J U w O U U z~ z Q _j O = 75 U Q O Q ry Q � Z GlIf O U (D Mw W 11i 1 1y CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.4 WE N N 00 N LCA PARK MAP SIGN, SEE DETAIL LX.X BITUMINOUS TRAIL, SEE DETAIL 6 L6.2 O O O 1 1 1••••••••••11•••••••. 1.❖.❖.•� /❖.❖. 1.❖.❖.•� /❖.❖. 1.❖.❖.•� /❖.❖. 1.❖.❖.•� /❖.❖. 1❖.❖.•.V.❖.•.. 1❖.❖.•.A.❖.•.. 1:❖:❖:•� �❖:❖: 1.❖.❖.•� /❖.❖. 1.❖.❖.•� /❖.❖. 1❖.❖.•.A.❖.•.� 1❖.❖.•.V.❖.•.� 1.❖.❖.•� /❖.❖. 1.❖.❖.•� /❖.❖. •••11.11•••. 1.•�❖/►a��l❖.❖. 1••••••••••11•••••••. 1••••••••••11•••••••. 1••••••••••11•••••••. 1••••••••••11•••••••. • . A, 6" CONCRETE, SEE DETAIL 4 L6.2 GRAVEL TRAIL, SEE DETAIL 2 L6.2 B612 CURB + GUTTER, SEE DETAIL 3 L6.2 BITUMINOUS PAVEMENT, SEE DETAIL 5 L6.2 GRAVEL PARKING LOT, SEE DETAIL 1 L6.2 N 0 10 20 H: iiiii SCALE IN FEET TRAIL BITUMINOUS PAVEMENT, SEE DETAIL 5 -4-- - - - -- INFORMATIONAL KIOSK, SEE DETAIL LX.X TRASH AND RECYCLING RECEPTACLES (BY OWNER) -- - - - - 12' BENCH (BY OWNER) a a a � a � x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x / xxx xxxx x x x x x x x xlx x x xxXXxxxx�xxxxxxXxx� x x x �xXxX x x x x X x K* X x x XX xix x x x x x x x x x x xxx xxxx xxx xxxxx xxxx xxxxx xxx xxx xx xxx }xxx xxx .xxxx xxxxlXxxx Xxxx l xxxx LE6 #FGq �.x. xxxx xxxx xxxxx xxxxPxxxx xxxx j� xxx xxx x ` x x x x xxx x x O PA KINGNO PARKING NO PARKING NO PARKING x x x x x x x x '� xxxxx x x x x xxxxxx x xxx xxx xxx xxx xxx xx xx;X xx xxx.. n x xxX xxx uX X vX x,: n x.x , X xX %. x, x Xx x x x xx x x x x x xx x x x x xx :. xx x x x x x xx ,.x x`....xxx x xxx xxx xxx xxx xx. xxx xxx xxx x x x x x x x x x x x x x x x x x x x x x xxx x x xXxxxx xxx xxxx x x x �x x x x x x x x x x x xx x x x xx xx x x x xx xx x x x �-� 11 4" PAINTED WHITE STRIPED AT 450 xxx xxxx xxx xxx x 36 SQUARE ACCESSIBLE SYMBOL, xx xxx x xx vxx= .x Yxxx xxxx xxxx xxxx xxxx xxxx O xxxXx xxxx xxxx xxx XXXxxPAINTEDWHITE,CENTEREDATTHE XXxx"PARKINGBITUMINOUS 5 xxxxxx XXX xxxxxx XXX ANGLE, SPACED AT 24 O.C.(TYP)FORx,,X xxxx x xx END OF THE STALL PER MN ADA x XXx xxx xxxx xxxxx %%xxXx EACH ACCESS AISLE x x x xxx x x x x PAVEMENT, SEE DETAIL L6.2 x x x x x x x xx x x,x xxxx xxxx x XxxxSTADARDS(TYP)SEE DETAIL xxXx%% xn x Xxx, x. xx x %%xxXx xxx x xxx xxx x x x x x x x x x x x xxxx xxxxx xxxx xx x x xx x x Xx xx xxxx x xxx xxx xxxx xxx xxx xxxx xx xx xx x u x% .,xxx xxx = xx x xxr xxx xxx x xx xxx xxx xxx xxx xxx xxx xxxx xx x x xx x x x xxx xx xxx xxx xxx xxxx xxx xxx x xxx xxx xxxx x xxx xxxx xx xx xx xxxxx xxxx xxx x 3 x "NO PARKING"TEXT IN WHITE LETTERS x xxxxx x x xxxx xxxxxx X xxx xxxx xxxxx x xx xxxxx xxxxx x x x ,xxx xxx xx xxx xxx 3 L6.xxxx xx xx xx xxxx xxx xxx x x x x x x x x x x x x x x x 12" HEIGHT CENTERED AT END OF x xxxxx xxx xxxx xxxx xxn,% xxx xx xx x xx xxx xxx x xx x x x x x x x x x x x x x x x x x X x x x x x x X x x x X x x x x xxxx xxx xxx x x x x x x x x x x x x x x ACCESS AISLE xxx xxx x xx xxx xxxx x xxxx xxx xxx xxxx xxxx xxxxx x x x xxx xxxxx xx x xxx xxxx xxxx xx xxxx Xxxx x xxxx xx xxxx xx x xx.. xx.. x. xx ..x xxx %%%xxXx x XxXx xxx xxx xxxxx x x x xxx xxx xxx x xxxxx xxx xxx xxxxx xxxxx xxxx Xxx xxxx xxx //`xxx xxxx xxx xxxx xxx xxxx xxx xxx xxx xx xx xxxxx xxxx xxxx x xx xxx xxx xx x xxx xx xxxx xxx xxxx xxx xxxx/ xxx xxxx xxx xxxx xxx xxxx xxx xxxx xxx xxx xx xxx xxxx xxx xxxx xxx xxx x xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x xx x x xx xx xx xx x xxx x xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x x xx xx xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x xx xx xx xx xxx xx xxx xxx xxx xxx xxxx xxx xxx xxxx xx x x xxx x x x x x x x x x x x x x x x x x x x x x x x xixXxx XXxx�XXxxXXxxixXX „„rXxix %Xxx XXXrxXXxxXX�xx Xx xxXxixxXXxxxXi xxXx xxXx�xxx Xx xx Xix xxXXxxxiXx xxXx xxxx Xxxxx x� Xx xxXx xxxxx xxXx xxxXxxxxxx O x x x xx � x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x xxx x x x xxxx xx %Xxx XXXIxx XXxxxX�XXXxx XXIxxXXXx XXIXxxXXxxX(xXxxXXxx�XxxXXXx`IXXxxXXxxIXXXxxXXxPXXxxXXX�xXXxxXXxIxXXXxxXX(xxXXXxXXXxxXXxxXXXxXXXxxX. Xx X x x XX sXXX xj %x x X x x x X x ` x x x x x x x x x xxx xxxx xxx xxx x x x x x x x x x � xxx x xxl" xxx xxx xxxxx xxxx xxxx xxxx xxxx xxxxxx#xXxxxXXxlxxXxxxXXlxxXXXxxX�xxxXXXx x'�XxxXXxxXIXXxXXXxxXXXxXXXxXXXxxXXXx xx � xx xx xxxx Yxxx xxx xxx xx xxxx xx xxx xx xx xx x xx xxxx xx xx xx xx xxxx xx xxxx xx xx xxxx xx SOUTH PARKING PEDESTRIAN ENLARGEMENT + %%I%%+,+++++++++ ++++++++++++++++++++++++ PARKING BITUMINOUS -=++ + 36" SQUARE ACCESSIBLE SYMBOL, PAINTED �d ++++++++++++ ++++ +++++++. + + PAVEMENT SEE DETAIL WHITE CENTERED AT THE END OF THE +++ +++++++++++++. ++++++++++++++ ++S TALL PER MN ADASTADARDS(TYP)SEE 3 ��+ + 5 +++ ++++++++++++++++++++++ DETAIL ++++++++++++++++++++++ L6.2 +++++ L6.3 +++++++ +++++++++++++++++++++++ +++ +T++++++++++++++++++++++ ++ +++++ + + + + + + + + + + + + + + + + + + + + + + + + I + + + 1 1 1 1 + + + + + + + + + + + + + + + -++++++I++++++++++++I++++++++++++I++++++++++++I++++++++++++ JNIAi JVd ON JNIA1 JVd ON ++ +++I++++++I++++++++++++++++++ a ❑ ❑ ++++++I++++++++++++I++++++++++++I++++++++++++I++++++++++++ '� +++++++++++++++++++++++++++ + + +I + + + + + +I + + + + + +I + + + + + +I + + + + + + +++++++++++++++++++++++++++ -++++++I++++++++++++I++++++++++++I++++++++++++I++++++++++++ +++r-+�--r-a�+++++i++++++i++++++ ++++++I++++++++++++I++++++++++� +-L'+_+++%%+ .+++++++++' - ++++++I++++++++++++I++++++++++++I++++++ + ++++++++++++ +++++++++++++++++++++ +++I++++++I++ +++I++++++I++++++ +++++++++++ +++++++++++++++ ++++++I++++++++++++I++++++ ++++I++++++++++++I++++++++++++ 000 T \ a GRAVEL PARKING LOT, SEE DETAIL 1 L6.2 BITUMINOUS TRAIL PAVEMENT, SEE DE AIL 6 L6.2 4" CONCRETE WALK, SEE DETAIL ACCESSIBLE PORTA�LE RESTROOM o TRASH AND RECYCLING RECEPTACLES 1 L� DRINKING FOUNTAIN RIM: 967.11 \ INV: BOT 962.68 NORTH PARKING PEDESTRIAN ENLARGEMENT Y DRINKING FOUNTAIN, SEE DETAIL 1 L6.1 4" CONCRETE WALK, SEE DETAIL 4 L6.2 TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. 6" CONCRETE, TYP., SEE DETAIL 4 L6.2 ACCESSIBLE PARKING SIGN CENTERED ON EACH PARKING STALL (TYP). SET SIGN 3' OFF BACK OF CURB, SEE DETAIL 2 L6.3 B612 CONCRETE CURB 3 AND GUTTER, SEE DETAIL I PORTABLE RESTROOM i ACCESSIBLE PORTABLE a / RESTROOM CONCRETE WALK, SEE DETAIL 4 L6.2 age 0 10 20 H: SCALE IN FEET B612 CURB + GUTTER, SEE DETAIL 3 L6.2 GRAVEL TRAIL, SEE DETAIL 2 L6.2 6" CONCRETE WALK, TYP., SEE DETAIL 4 L6.2 TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. INFORMATIONAL KIOSK, SEE DETAIL LX.X BENCH (BY OWNER) N 0 10 20 H: iiiii SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG Z o>- U_ w w _ w��� W = = w a- � Q 1 ° Q Q z � - U O J (nm=~Z _ � I. U Z Ui 0 Q a Q W W = w Z w O F U HW wcn-cnQ Q Cn w w U � 5 roUnuW ma�U,o LU DfDewzcn w LLJ _ oe- 2� U Q O 0 J J DESIGN BY: JF CHECK BY: JF cc rl- 0, N z U_ J C^. N c N oc c cc c ui Q ADA PARKING STALL ENLARGEMENTS X cow J a w T � T v d / G O i J LL U a O U CU z ~ Z Q _j O = � U Q LL O Q Q 12' �z O U Lu Ur M w o TRASH AND RECYCLING RECEPTACLES 1 L� DRINKING FOUNTAIN RIM: 967.11 \ INV: BOT 962.68 NORTH PARKING PEDESTRIAN ENLARGEMENT Y DRINKING FOUNTAIN, SEE DETAIL 1 L6.1 4" CONCRETE WALK, SEE DETAIL 4 L6.2 TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. 6" CONCRETE, TYP., SEE DETAIL 4 L6.2 ACCESSIBLE PARKING SIGN CENTERED ON EACH PARKING STALL (TYP). SET SIGN 3' OFF BACK OF CURB, SEE DETAIL 2 L6.3 B612 CONCRETE CURB 3 AND GUTTER, SEE DETAIL I PORTABLE RESTROOM i ACCESSIBLE PORTABLE a / RESTROOM CONCRETE WALK, SEE DETAIL 4 L6.2 age 0 10 20 H: SCALE IN FEET B612 CURB + GUTTER, SEE DETAIL 3 L6.2 GRAVEL TRAIL, SEE DETAIL 2 L6.2 6" CONCRETE WALK, TYP., SEE DETAIL 4 L6.2 TRUNCATED DOMES PER MNDOT STANDARD PLAN 5-297.250, TYP. INFORMATIONAL KIOSK, SEE DETAIL LX.X BENCH (BY OWNER) N 0 10 20 H: iiiii SCALE IN FEET wsb SCALE: AS SHOWN PLAN BY: JG Z o>- U_ w w _ w��� W = = w a- � Q 1 ° Q Q z � - U O J (nm=~Z _ � I. U Z Ui 0 Q a Q W W = w Z w O F U HW wcn-cnQ Q Cn w w U � 5 roUnuW ma�U,o LU DfDewzcn w LLJ _ oe- 2� U Q O 0 J J DESIGN BY: JF CHECK BY: JF cc rl- 0, N z U_ J C^. N c N oc c cc c ui Q ADA PARKING STALL ENLARGEMENTS CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.5 X cow J w � CwC O Q J G O i J LL U w O U CU z ~ Z Q _j O = � U Q LL O Q Q �z O U Lu Ur M w CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.5 wsb SCALE: AS SHOWN PLAN BY JG DESIGN BY: JF CHECK BY: JF z O U_ w w _ w C) J ~ Z Q� W Z) n w a- q-_ Q 0 U O Q Z Q QJ —00 c/) C) z _ u U Z Q�Q W LL = w Z w O w o U H LL C/)— U)Q F: Q> Cn ww ui U n- Q O Cn �'j LL mw�Cn0 Uj Dforwzcn UJ ui _ Or- 2� U Q O 0 J J co r` O N O z C a) J LL Q a) i co N O N co O 1-6O Q LANDSCAPE DETAILS WE cn N O N co N co O Z Q J n J LU d J O O O O 00 O N N O C (a U 6 O O 0 00 O N N O old X U)w wJ �w Q � �O U OU z� Qw U = Q Q J r Q Z �O Mw 0 W LU 1 1y O J w U z O 75 1 O �J CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L6.7 I °/ I I II 1 1 o -74 y:j_1\UO e- — V \ \ O�,y \ 0� 64 ` X9 z — — — — EXISTING 2" WATER SERVICE - HDPE DR 11 \ \ 1 n---�3�1� \415 WE co M N 0 N 00 N ro z J J a_ J 0 0 0 0 00 0 N N O C 70 0 0 0 0 00 0 N N 0 Md CONNECT TO EXISTING WATER SERVICE, 2" X 2" TEE, 2" GATE VALVE •� loo OF 00 0000 00 0000000I I il0 NU II �I � II III II I �I—t� III I I I I I I I I I I I I I I I I I l y l l I I III I I V I I I 1� I I I I I I I I I I I I I I I I I I I S I I ®ooaa / IIII I I I II I+ I I I I I I \ I I I S // III ------------- � -- / /� �00 0000000000000000000000000000 / 450 BEND 2" TO 1" REDUCER, 1" I / CURB STOP AND BOX - I� \ 2" WATER SERVICE, / ' HDPE DR 11 MIN / Z__ DRINKING FOUNTAIN I I I I 20' LF - 4" CONDUIT - MIN. 2' BURY \ r u I I 1 \ ° COVER 2 FT I , _ I MAINTAIN 18" SEPARATION 19) 93 a �� ����� 00.1I 20 LF -4" CONDUIT,2'BURY v I I I \ 2 X2 TEE \ — I 2" WATER SERVICE HDPE 1 DR 11, MIN. COVER 2' I I;, 2 X 2 TEE 45o BEND _— MAINTAIN 18 SEPARATION �\ \ \ \\\\\ 2" TO 1" REDUCER 1" ° CURB STOP AND BOX o 0 �_ I --IX T 1 hl DRINKING FOUNTAIN - \\o/o"It I I I I I — a e 11 \ \ \ / 45 BEND 0 � 2" TO 1" REDUCER, 1" DRINKING FOUNTAIN CURB STOP AND BOX -ASTORMWATER REUSE POND 160 -YEAR HWL: 965.20 / / // m HIGH NWL: 962.0 /j // r LOW NWL: 960.50/] N 0 40 80 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF o>- w U w _ wZow a- ofaz wo a�—moo c/) ED _ �2 U z a =wz�o } d U H cn — U) a �a�oCn of�wzw U l aS Q Fm--: >- ocnLu,L ma�v,o wwwzcn W Lu _ orf L U Q o 0 J J LL Q UTILITY PLAN CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L7.1 M N 0 N cc 0 cz0 w Q 0 X w J UJ � C0 -C O Q J G O J J u- U W O U U zLLJ~ z Q _j O = � U Q LLO Q Q � �z elf O U V Mw W 1 Lu if CLIENT PROJECT NO. XXXXXX WSB PROJECT NO. 022080-000 SHEET L7.1 M N 0 N cc 0 cz0 w Q 0 r<, 0 M N 0 N 00 N z Q J U Lu J Ly J O 0 0 0 0 0 N N O C co EL m 'o 0 0 0 0 0 N N 0 Md o,� fps \ \ \✓/ / II III II V I I I I I I I I I I I I I I I I I I / I / III I I®I®I—I I�I®I®I l I i l l --- � -I- I\I yfl / / / / / mm"I 3on J 1-11/ I I \�*4%b / \ \ DIRECT BURY WIRED TO FEED LIGHT AND RECEPTACLE AT SHELTER I I 1 I I 1 REMOTE ELECTRICAL I I I I SERVICE ON PEDESTAL 1 , = **4%b / ® — jv\ / gg / ,-�STORMWATER REUSE POND \ \\ \ \ \\\ \ \ 1,60 -YEAR HWL: 965.20 HIGH NWL: 962.0 /j r � BOTTW NWL- OM OM EL.EV 0.50/j // / o �Q) \ \\ \ \ \ \\\ \ \ \ \ / / /j / /// / r ® SECURITY LIGHT I LOCATION �� I \ \ / / I /j% / / �/ v CONDUIT STUB FOR FUTURE PARKING \\\ \ \\ \ \\ �J / j j / / / / / \ \ \ ® LOT LIGHTING �\ / \ \ \\ \ \ \ \\ \ \,00" \\ \ \\ \ N 0 40 80 H: SCALE IN FEET wsb SCALE: DESIGN BY: AS SHOWN JF PLAN BY: CHECK BY: JG JF o>- w U w _ wZof wofQ0 woo ui <2 -moo 0- co _ L2 U z �a�9orf �� Q w =wz�0 } d IS a< H Q 05�Cn of3:w Z< w Lu �ocn�LL ww~v,o wwwzcn W Lu _ 0 r- U Q O J J ELECTRICAL PLAN CLIENT PROJECT NO. xxxxxx WSB PROJECT NO. 022080-000 SHEET E1.1 M N 0 N cc 0 m 0 w Q X c/) w J w w � � O Q J O � J u— U w O U U zLLJ~ z Q O = � U Q ILLO Q Q Z GlIf O U (.D Mw W 1 1 1 u 11 CLIENT PROJECT NO. xxxxxx WSB PROJECT NO. 022080-000 SHEET E1.1 M N 0 N cc 0 m 0 w Q FEMME ■■■ MEMO ■■ MEN MEN ■ MEMO ■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■ °° ° ° ° (D ■ 5009 5010 0 0 ° 0 J _w ww wZ �Q U-0 } ° o0(D OF tol, Now, ■■■■■■■■■■■■■ X00 1 ■ IIIIIIIII IIII ■ ■ IIIIIIIIIIIIIIIIIIIIIIIIIIIII ■ ■ ■ IIIIIIIIIIIIIIIIIIIIIIII '' IIIIIIIIIIIIIIILLE T I I I I I I I I: (D_ o o 0 0 oFPPF . ■� i ,9'''oP°oFP°PF_s,,, %M���i■■■■`►liil�S' J■ :■■■■■■ ■■■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■� ■ J ■ _ (E>0 ° 0 ° wsb SCALE: AS SHOWN PLAN BY: JWR Z 0 CL CL U U) w 0 LU Q 0 0 Z DESIGN BY: JWR CHECK BY: JWR o� LU W } _ _U w ow 0-0�Qo 0 Q2—c~j0 0 z d m Q w U fn C, = z U J = w — F- "' z Qd S W Q w Z a- o ~ a_ O H U LLU)cnU)Q H Q Z U) w�wQw U � � J H �oc)LCL, w m w (/)o LU Ofofww� S � of U Q w — o Fn J J IRRIGATION PLAN X U) w LU J Q �O LL U OU zF- LU U = 2 Q Q J Q Z �O LU Cg m w O J J LU U z O 2 ILLO An u CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET 111�11111111111111111111111111111111111111111111111111111111111111111111111111111111111;;;;;!!!!!!!!!l;;;;;;iiiiiiiiiillllllllllllllllllllllllllllllllllllllllllllllllll 11 FF i Mill o �J o ° ° ° M111 M111° o — L� IME L,_j L ME MIN IME�z �z L � �- �- V -Z MIN MlE Mill ME MillME IME ME MINME MEME ME ME ME_ME Q mmm ME H M IME W mmW IME 5 W WMIN 0 � 0 ME Q MINQ ME J J ME ME Z Lu Lu WIm LVMIN Z_ ME Z ME J �I J I♦ 4 ME MlI ME Q Q _ WE No ME No ME ME ME EM PLACE 6" SHUT OFF VALVE AND TWO -WIRE no PATH IN VALVE BOX AT THIS LOCATION FOR so FUTURE EXPANSION. FIELD VERIFY FINAL Im PLACEMENT WITH OWNER'S REPRESENTATIVE. 400GPM _ V.90PSI O MIN ME MIN Mill O ME Mill ME ME ME ME O MIN ME ME ME ME ME 0 101111 MIN MIN MIN ME ME MIN PLACE 6" SHUT OFF VALVE AND TWO -WIRE PATH IN VALVE BOX AT THIS LOCATION FOR O FUTURE EXPANSION. FIEI n VER::', FiNAL PLACE v'EN i WITH OWNER'S ME REPRESENTATIVE. ME O ME MIN IME( n 1 / m IME ME MIN CONNECT TO EXISTING 6" SHUT OFF VALVE & TWO -WIRE PATH AT THIS APPROXIMATE LOCATION. EXTEND TWO -WIRE PATH ALONG WITH MAIN LINE - TYPICAL. MIN MIN Mill IIIIIIIIIIIN IIIIIIIIIIIN ME ME ME ME ME m ME ME M111 M111 ME ME ME !!!!Illlllllllllllllllllllll�llllllwlll 111:11111111111111111111'llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 1 Millo Mill M ° MATCHLINE ENLARGEMENT'B' o ME ME MIN ME MINME ME ME I• ME ME ME ME ME ME ME ME ME ME ME N ME IME MIN ME ME MIN 0 40 80 Mill H: NO SCALE IN FEET ME ME ME 1111111111111111111111111111111111111� wsb SCALE AS SHOWN PLAN BY JWR U) O U) Lu Z 0 it 0 Lu 0 Lu 0 I DESIGN BY: JWR CHECK BY: JWR z 0>- F LU U W _ Lu Z o d 0 Q z U)0<, Q�—vo O z amQlw-w U CA C = = Z J Q Q W LL =wzaO ��OQuj U u- U � Q H Q z u Qf3�w w U 0, � J i O cn 0 w mwU)0 LU Of w�ww Lll Q IRRIGATION PLAN ��^^ X VJ W W 75J Q �O LL U 0c) Z QW = J U = Q Q J Q Z O W CD m W O J J W U F_ Z O 2 A, CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET 111111111jlllllllllllllllllillli1:11111 0 \0 m p m m m m m m mm m m m mm mm m� m m m mm mm mm MATCHLINE ENLARGEMENT'A' IIIIIIIIIIIIIIIIII�IIC11111111111111111111111111111111111111111111111111111111111111111111 MATCHLINE ENLARGEMENT'B' 1111111111111111111111111111111111111111111111111111111111111111111111111111 MATCHLINE ENLARGEMENT'C' MATCHLINE ENLARGEMENT'B' W,q h SCALE: AS SHOWN PLAN BY JWR w Q 0 DESIGN BY: JWR CHECK BY: JWR z O� U_ W w } _ c)0 1111111111111111111111111111111111111� d Q z U, Ow Q Q Q >2 —Q U O O z J d m UO) E U Cn0H=z 2 w U — J Q Q W LL = w z w O ~ O H U Q cl) < w w z LLJa- U a� Z) J H la } 0 (/) LL m U 0 LU w LU or� Lo of U w Q 2 Q — O J J 0 KC a � 0 � 0 KC m \ 0 � 0 � W,q h SCALE: AS SHOWN PLAN BY JWR w Q 0 DESIGN BY: JWR CHECK BY: JWR z O� U_ W w } _ c)0 Z) � w o w d Q z U, Ow Q Q Q >2 —Q U O O z J d m UO) E U Cn0H=z 2 w U — J Q Q W LL = w z w O ~ O H U Q cl) < w w z LLJa- U a� Z) J H } 0 (/) LL m U 0 LU w LU or� Lo of U w Q 2 Q — O J J 0 IRRIGATION PLAN r/^'� X VJ W \W J i Q �O LL U 0(_) z� Qw = J U = Q Q J Q �z O wo m Nw n/ O J J W U F - z O 2 CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET MATCHLINE ENLARGEMENT'C' A \ ���������������������������������������������������������������������������� IIIM�IIIII�llllll�llllll,�i11111��►111,��`���������������������������������������� ������������ KC MATCHLINE ENLARGEMENT'F' m 0 � � 0 6 � 0 6 � 0 6 � 0 ® � 0 6 � 0 6 KC m 0 6 m 0 6 m 0 6 m Lu 0 W 0 6 PROVIDE KIFCO CONNECTION POINTS AS (D 0 0 DETAILED. FIELD VERIFY FINAL LOCATIONS ry 0 6 WITH OWNER'S REPRESENTATIVE. PROVIDE Q B A MINIMUM OF 48" OF SLACK IN TWO -WIRE = Z 0 B PATH AT EACH LOCATION - TYPICAL ALL Lu W 0 B LOCATIONS. = z e 0 0 _ 0 F 0 6 KC 75 0 6 0 � e � 0 8 m ® 6 0 8 m 8 m m e m 8 m m 8 m e m m � m e m e m m m m m � m � m � m � m � m � m � m � m � m � m � m � m � m � m � m � m � m m m m m m � m � m m m m m m m m N � m � m � m � 0 40 80 SCALE IN FEET WSJ SCALE: AS SHOWN PLAN BY JWR w Q 0 z O>- w U_ WUJ } _ wo w d 1 Q D u Ow Q Q Q : — U O J � m 2 FLU uuj) Z 2 _ Ui z H U Z � � � Q 11 Q w =wzw0 ~a- U H O U-cc10 n1Q w<z w }0u)EDw mwHWO ��w zcn w Lu 2 O� 2� U Q - O 0 J J DESIGN BY: JWR CHECK BY: JWR IRRIGATION PLAN X U) W W J � W Q �O LL U 0c) z� QW = J U = Q Q J Q �z O Wo 00 W O J J W U F_ z O 2 CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET MATCHLINE ENLARGEMENT'C' MATCHLINE ENLARGEMENT'E' 80 iiia FEET Wqh SCALE: AS SHOWN PLAN BY: JWR Cn z O \� LU N W H Q 0 Z DESIGN BY: JWR CHECK BY: JWR IRRIGATION PLAN X U W W75J � W Q �O LL U 0c) z� Qw = J U = Q Q J ry Q �z O LU (D 00 W ry O J J W U F - z O 75 IIAO F- C) CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET 20X14 JUMBO — PLASTIC VALVE BOX AND COVER. KBI BTU 'V' THREADED TRUE UNION BALL VALVE WITH SCHEDULE 80 NIPPLES. SET BOX FLUSH TO GRADE AT TURF. TWO WIRE PATH WITH 36" OF SLACK AT ALL NEW VALVE BOXES. SET VALVE 4" – 5" BELOW TOP OF BOX. 6X2X16 CONC. BLOCK CAPS,— ONE EA. CORNER (4 TOTAL). STABILIZE SWING JOINT/CAM LOCK WITH RE -BAR. SCHEDULE 80 RISER. /0'1 qHl IT OFF VAI \/F \A// r.AK/I I nrK 10" JUNCTION BOX —\ PAIGE GROUNDING ROD OR PLATE WITH PRE -WELDED INSULATED CONDUCTOR. INSTALL PER CODE. UF<ANULAK UKAINAUI= IVIAI tKIAL BL-LA01 LIGHTNING ARRESTOR 1 1/2" = 1'-0" 2'x2'x2' VALVE ANCHOR NOTES: 1. 4" MINIMUM PIPE SIZE FOR THRUST BLOCKS 2. MIN. THRUST BLOCK SIZE SHALL BE 2 CU. FT THRUST BLOCK DETAIL 3/8" = 1'-0" TWO -WIRE PATH 32 8409.76-16 BASELINE BI -CODER - ZIP TIE TO LIP OF VALVE BOX VALVE BOX AS SPECIFIED WATERPROOF SPLICE KIT - 3M DBR/Y-6. APPLY LIQUID ELECTRICAL TAPE TO WIRE/WIRE NUT DURING INSTALLATION. ORIENTATE AND SECURE VERTICALLY IN VALVE BOX. BRICK SUPPORTS - 4 CORNERS 32 8409.79-04 RECTANGULAR VALVE BOX RESILIENT WEDGE GATE VALVE WITH JOINT RESTRAINTS - FINISH GRADE 2" SQUARE OPERATING NUT FOUR BRICK SUPPORTS IRRIGATION MAIN LINE 12"x12"x*" CONCRETE ANCHOR NOTES: 1. INSTALL VALVE PER MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS ISOLATION VALVE 1" = 1'-0" FX -IR -FX -SHUT -03 W,q h SCALE: AS SHOWN PLAN BY: JWR U) z O W LuLu L.I_ z 0 U uj w 0 w Q 0 0 z Z O U_ w W } _ LL 0 J ~ z0� w D o w d 0 Q z u Ow Q Q Q 2 — U O J M 2 ~ Z _ 02 U Z Q LL Q a LLu 0 = w z a- 0 O ~ U H � 0 cn IQ Q > 0 U) 3:Lu w w U � D J H pLu LL mwHC/)O ��w zcn Lu Lu 2 o U Q O E J J DESIGN BY: JWR CHECK BY: JWR IRRIGATION PLAN X U)w wJ Q �75O LL U 0c) z� Qw = J U = 75; Q Q J ry Q �z O LU (D mw ry O J J Lu U F_ z O 75 O I— VI CLIENT PROJECT NO. WSB PROJECT NO. 022080-000 SHEET