Loading...
City Council Agenda Packet 10-23-2023MINUTES MONTICELLO CITY COUNCIL SPECIAL MEETING Monday, October 9, 2023 — 5:30 p.m. Academy Room, Monticello Community Center Present: Charlotte Gabler, Lloyd Hilgart, Tracy Hinz, Lee Martie, Sam Murdoff Absent: None Staff: Rachel Leonard, Jennifer Schreiber, Angela Schumann, Tom Pawelk, Sarah Rathlisberger, Matt Leonard, Jim Thares 1. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 5:30 p.m. 2. CMRP Discussion Rachel Leonard, City Administrator, gave an update on the status of the Central Mississippi River Regional Planning Partnership (CMRP). As part of the update, there was a brief review of how the partnership was established and how it evolved into its current role. Currently there are two subcommittees of the CMRP that are meeting. These two subcommittees are the Technical Advisory Committee and the Policy Advisory Committee. At present, a Highway 25 Area Pel Study is being completed to narrow a new bridge location down to three sites. Recently the CMRP held discussions on transitioning from the current structure of a Joint Powers Agreement to a non-profit. An executive board would be established. The final decision on moving to a non-profit will be made at the end of October. There was no concern or objection by the City Council regarding the CMRP moving to a non-profit status. 3. Adjournment By consensus, the meeting was adjourned at 6:15 p.m. Recorder: Approved: Jennifer Schreiber Attest: City Council Special Meeting Minutes — October 9, 2023 City Administrator AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, October 23, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center Mayor: Lloyd Hilgart Council Members: Charlotte Gabler, Tracy Hinz, Lee Martie, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from October 9, 2023 • Regular Meeting Minutes from October 9, 2023 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • City Announcements - Winter Coat Drive - Riverside Cemetery Fall Clean Up - Fall Leaf Pick Up - Hi -Way Liquors Fall Wine Sale - Veterans Day • MCC Announcements - Indoor Farmers Market - MCC Door Repairs F. Council Liaison Update • EDA • 1-94 Coalition G. Department Updates • Wright County Sheriff's Office Quarterly Update • Arvig/Fibernet Quarterly 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 2023-88 accepting donations for Fire Department general use Consideration of adopting Resolution 2023-89 approving the issuance of a lawful off-site gambling permit to the Monticello Lions to conduct purse bingo at the American Legion Post 260, 304 Elm Street, on November 11, 2023 F. Consideration of adopting Ordinance amending the fee schedule to adjust urn vase fee G. Consideration of approving an amendment to the construction agreement between Wright County and City of Monticello for improvements on CSAH 75, Broadway Street West H. Consideration of approving a funding and construction agreement between Wright County and the City of Monticello for improvements on CSAH 75, Broadway Street East I. Consideration of approving a request for a Conditional Use Permit for accessory structures exceeding 1,200 square feet in the R-2, Single and Two -Family Residential District. Applicant: Linn D. Jensen J. Consideration of approving a request for a Conditional Use Permit for accessory structures exceeding 1,200 square feet in the R-1, Single -Family Residential District. Applicant: Chip Bauer Construction, Inc. on behalf of John and Tara Thurber K. Consideration of approving request for Development Stage Planned Unit Development (PUD) for a 150 -unit Multi -Family Residential Building in the B-3, Highway Business District. Applicant: Briggs Companies. L. Consideration of adopting Resolution 2023-90 setting a public hearing for November 27, 2023, for the layout approval for the 1-94 Gap Project, State Project 8680-189 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING: Consideration of adopting Resolution 2023-91 approving the assessment roll for delinquent utility billing accounts to be certified for 2024 payable tax year B. PUBLIC HEARING: Consideration of adopting the Monticello Business Subsidy Policy as amended, based on Findings in Resolution 2023-92 4. Regular Agenda A. Consideration of adopting Resolution 2023-93 authorizing the City of Monticello Tax Abatement Policy B. Consideration of adopting the Parks, Arts, and Recreation Comprehensive Needs Assessment Summary provided by Bolton & Menk C. Consideration of adopting the Monticello Community Center Entrepreneur Kitchen Program D. Consideration of approving the annual Snowplowing and Ice Removal Policy for 2023-2024 snow season Consideration of authorizing RJM Construction to provide construction management services for the construction of the new public works facility S. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, October 9, 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. Proclamation - Manufacturers Month C. Approval of Agenda Councilmember Hinz moved approval of the agenda. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Approval of Meeting Minutes • Special meeting minutes from September 25, 2023 • Regular Meeting Minutes from September 25, 2023 Councilmember Gabler moved approval of the minutes. Councilmember Martie seconded the motion. Motion carried unanimously. E. Citizen Comments • None. F. Public Service Announcements ➢ Gavin Woodland, Wright County Health & Human Services, was present to speak on radon and indoor air quality. ➢ Haley Foster, Communications & Marketing Specialist, noted the following public announcements: • Winter Coat Drive • Hydrant Flushing • Fire Prevention Week • Riverside Cemetery Fall Clean Up • Fall Leaf Pick Up • Hi -Way Liquors Fall Wine Sale • Indoor Farmers Market City Council Minutes: October 9, 2023, Page 1 1 5 G. Council Liaison Updates • IEDC — Councilmember Hinz provided an update of the meeting held September 26, 2023. The group received a presentation from the Monticello School District on the STEM Lab program and updates on the manufacturer's breakfast. • Parks, Art & Recreation Commission — Councilmember Murdoff gave an update on the meeting held September 21, 2023. The Commission discussed park dedication for Great River 2nd Addition, the MCC Kitchen Use Program; They also received an update on programs and operations and adding AEDs in some of the parks. • Planning Commission — Councilmember Gabler gave an update on the meeting held October 3, 2023. The planning commission held six public hearings and had two regular agenda items. All public hearings were approved except for an application from Tim Flander/Big Bear Holdings. A request for Development Stage PUD from Briggs Companies was approved. G. Department Update • Construction Update — Matt Leonard, City Engineer/Public Works Director, provided an update on the current construction projects in Monticello. 2. Consent Agenda: Councilmember Murdoff moved approval of the Consent Agenda excluding item 2H. Councilmember Hinz seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $3,833,373.91. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for the MCC and Hi -Way Liquor and terminations for the MCC. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of adopting Resolution 2023-85 accepting donations in the amount of $8,443 and for the Monticello Fire Department from the fundraiser held at Hi -Way Liquors and accepting Twins tickets ($320 value) as part of the fundraiser. Action taken: Adopted the resolution accepting the donations. E. Consideration of adopting Resolution 2023-86 accepting an Artist Residency Grant from the Central Minnesota Arts Board in the amount of $3,500 for the City Council Minutes: October 9, 2023, Page 2 1 5 creation of two murals in downtown Monticello. Action taken: Adopted the resolution accepting the grant. F. Consideration of adopting Ordinance 810 amending Monticello City Code Title XI — Business Regulations, Chapter 112 — Business Licenses and Regulations, by amending Section 112.60 regarding cannabinoid products to allow sale of beverage cannabinoid products in establishments with on -sale liquor licenses. Action taken: Adopted Ordinance 810 as presented. G. Consideration of approving a request for a Conditional Use Permit for Cross/Joint Parking Easement in the Riverfront Sub -district of the Central Community District (CCD). Applicant: City of Monticello. Action taken: Approved the request for Conditional Use Permit for cross/joint parking within Block 51 parcels 155010051110 and 155010051111, subject to the conditions listed in Exhibit Z and based on findings in Resolution PC -2023-31. H. Consideration of adopting Ordinance 811 amending the Monticello City Code, Title XV: Land Usage, Chapter 153 — Zoning Ordinance, Section 153.012 — Definitions, as related to public building and uses and including Community Event Center. Applicant: City of Monticello. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. Consideration of adopting Ordinance 812 approving an amendment to the Monticello City Code, Title XV, Land Usage, Chapter 153 — Zoning Ordinance, Section 153.060 — Landscaping and Screening, for standards relating to native landscapes and adopting Summary Ordinance 812A for publication. Applicant: City of Monticello. Action taken: Adopted Ordinance 812 amending Chapter 153, based on findings in Resolution PC -2023-33 and adopted Ordinance 812A for publication. Consideration of approving a contract amendment with WSB to provide additional engineering services for the Pinewood Elementary Safe Routes to School project for a total cost of $35,100. Action taken: Contract amendment was approved. K. Consideration of approving an application for a temporary gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their annual banquet on December 1, 2023. Action taken: Application was approved. L. Consideration of approving a Therapeutic Massage Enterprise license transfer for Lily's Massage located at 141 E. Broadway, Suite 2. Action taken: License transfer was approved. City Council Minutes: October 9, 2023, Page 3 1 5 M. Consideration of adopting Resolution 2023-87 accepting public improvements for Haven Ridge 1St Addition, with exception of the stormwater improvements. Action taken: Resolution accepting the improvements was adopted. 2A. Consideration of items removed from the consent agenda for discussion H. Consideration of adopting Ordinance 811 amending the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.012 — Definitions, as related to public building and uses and including Community Event Center. Applicant: City of Monticello Councilmember Murdoff removed the item to comment he thought the listing of uses with the building would be better identified within the specific use section of the code, rather than the definition itself. He also questioned why it was necessary to define this building specifically since there are no specific definitions for other City buildings. Angela Schumann, Community Development Director, responded that the definition was attempting to distinguish that this building allows both public and private uses. Kip Christianson, 524 West River Street, addressed the Council and expressed his concern that events or groups renting under the quasi -public status could provide code language to prevent members of the public from accessing events or areas that should be open to the general population. Angela Schumann responded by reciting the proposed ordinance and noted that the ordinance does not include any reference to quasi -public entities. The proposed ordinance was drafted to provide use of the commercial kitchen. She added that events taking place in the building or rentals are managed through the policies of the Monticello Community Center. Rachel Leonard, City Administrator, added that the City takes its responsibility of public government seriously and there would not be anything in place that would hinder the public's ability to participate in public processes. In addition, she expanded that the purpose of the proposed ordinance is to make sure that spaces in the community are being used to their maximum potential. Councilmember Martie moved to adopt Ordinance 811. Mayor Hilgart seconded the motion. Motion carried 4-1; Councilmember Murdoff voted against. His reason noted above. 3. Public Hearings: City Council Minutes: October 9, 2023, Page 4 1 5 4. Regular Agenda: A. Consideration of aDDointinR a Citv Councilmember to task force for Monticello's Comprehensive Safety Action Plan (CSAP) in connection with the Safe Streets and Roads for All grant program There was a brief discussion. Mayor Hilgart moved approval to have Councilmember Martie serve on the task force with Councilmember Gabler acting as alternate. Councilmember Murdoff seconded the motion. Motion carried unanimously. S. Adjournment: The meeting was adjourned at 7:34 p.m. Recorder: Jennifer Schreiber Attest: City Administrator City Council Minutes: October 9, 2023, Page 5 1 5 City Council Agenda: 10/23/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 10/23/2023 ❑ 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 $1,371,353.43. 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 the Council initially and card purchases must comply with the policy. If the 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: 10/16/2023 - 3:19PM Batch: 00202.10.2023 - 202.10.2023 USB Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2827170 9/2023 (14,902 trans) 1490.20 plus tax 1,600.03 10/15/2023 609-49754-443980 2827170 9/2023 (CC rental) 119.85 plus tax 128.76 10/15/2023 609-49754-424100 Check Total: 1,728.79 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 2 ACH Enabled: True 40760436 FSA- Dependent Care 384.60 10/15/2023 101-00000-217200 Check Total: 384.60 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 3 ACH Enabled: True 10/1/2023 Life Insurance - Oct 2023 3,277.31 10/15/2023 101-00000-217066 Check Total: 3,277.31 Vendor: 5147 MN PEIP Check Sequence: 4 ACH Enabled: True 1319700 Health Insurance - Nov 2023 52,996.92 10/15/2023 101-00000-217061 Check Total: 52,996.92 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 5 ACH Enabled: True UB August 2023 5005 - spklr - 822 Hart Blvd. 190.14 10/15/2023 101-43120-438200 UB August 2023 8631 - Animal Shelter 274.65 10/15/2023 101-42700-438200 UB August 2023 5026 - Ellison Park 753.93 10/15/2023 101-45201-438200 UB August 2023 8905 - PW Office 18.35 10/15/2023 101-43127-438200 UB August 2023 5002- spklr- 1510 Hart Blvd 84.00 10/15/2023 101-43120-438200 UB August 2023 8119 - 303 6th St - Parks Barn 264.55 10/15/2023 101-45201-438200 UB August 2023 7224 - WWTP 2,408.91 10/15/2023 602-49480-438200 UB August 2023 8394 - spklr - Riverside Cern. 12.49 10/15/2023 215-49010-438200 UB August 2023 7256-004 - 130 Brdwy- Stormwtr 29.75 10/15/2023 213-46301-438200 UB August 2023 5004 - spklr - 1390 Hart Blvd 457.36 10/15/2023 101-43120-438200 UB August 2023 7441 - spklr - 200 W. Broadway 10.97 10/15/2023 101-43120-438200 UB August 2023 14915 - spklr - 4100 1/2 Cedar 14.97 10/15/2023 101-43120-438200 AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page I Invoice No Description Amount Payment Date Acct Number Reference UB August 2023 8528 - Monti -NSP Sftbll Fields 1,613.61 10/15/2023 101-45203-438200 UB August 2023 8086 - 4th St. Warming House 18.35 10/15/2023 101-45201-438200 UB August 2023 8177 - Library 316.64 10/15/2023 101-45501-438200 UB August 2023 8674 - spklr - 207 Chelsea Rd 263.48 10/15/2023 601-49440-438200 UB August 2023 8117 - MCC 1,525.14 10/15/2023 226-45126-438200 UB August 2023 8622 - Pioneer Park bathroom 22.57 10/15/2023 101-45201-438200 UB August 2023 10128 - DMV 54.06 10/15/2023 653-41990-438200 UB August 2023 5569 - spklr - Meadow Oak Ave 1,507.80 10/15/2023 101-45201-438200 UB August 2023 8488 - spklr - Hillcrest Park 502.78 10/15/2023 101-45201-438200 UB August 2023 15291 - Commuter Lot- Stormwtr 61.25 10/15/2023 101-43120-438200 UB August 2023 13953 - spklr - Hwy25/SE Brdwy 37.42 10/15/2023 101-43120-438200 UB August 2023 15064 - spklr -Featherstone Pk 165.84 10/15/2023 101-45201-438200 UB August 2023 15363 - spklr- Fallon/7th St. 94.77 10/15/2023 101-43120-438200 UB August 2023 5248 - spklr - Bridge Park E 603.13 10/15/2023 101-45201-438200 UB August 2023 7885 - Facilities Maintenance 49.85 10/15/2023 701-00000-438200 UB August 2023 15292 - Dwntwn Parking-Strmwtr 29.75 10/15/2023 101-43120-438200 UB August 2023 5249 - spklr - Bridge Park W 136.72 10/15/2023 101-45201-438200 UB August 2023 8533 - spklr Chelsea Rd Lft St 292.42 10/15/2023 602-49490-438200 UB August 2023 15362 - spklr-Fallon/Chelsea 103.34 10/15/2023 101-43120-438200 UB August 2023 16726-000 - 205 Pine St 49.85 10/15/2023 101-45201-438200 UB August 2023 5003 - spklr - 1460 Hart Blvd 105.23 10/15/2023 101-43120-438200 UB August 2023 8621 - spklr- Ferning rnd-a-bt 46.76 10/15/2023 101-43120-438200 UB August 2023 8903 - PW Shop/Clerical 393.50 10/15/2023 101-43127-438200 UB August 2023 8120 - Bldg. Inspec. Garage 49.85 10/15/2023 101-41940-438200 UB August 2023 10063 - spklr - Front St. Park 50.28 10/15/2023 101-45201-438200 UB August 2023 10267 - spklr - Comm. Garden 20.40 10/15/2023 226-45127-438200 UB August 2023 5250 - Bridge Park W 100.51 10/15/2023 101-45201-438200 UB August 2023 8904 - PW Vehicle Storage 10.26 10/15/2023 101-43127-438200 UB August 2023 5637 - Meadow Oak Dog Park 8.19 10/15/2023 101-45201-438200 UB August 2023 7256-003 -349 Bdwy- MontiArts 49.85 10/15/2023 101-45204-438200 UB August 2023 8114 - Hi -Way Liquors 365.59 10/15/2023 609-49754-438200 UB August 2023 14522 - spklr - Hillside Cem. 81.14 10/15/2023 101-45201-438200 UB August 2023 15640 - 103 Chelsea Rd- Fire 504.94 10/15/2023 101-42200-438200 UB August 2023 16795-000- 213 Bdwy - MontArts 49.85 10/15/2023 101-45204-438200 Check Total: 13,805.19 Vendor: 2282 MRI SOFTWARE Check Sequence: 6 1685216 Sept Background Checks (1) 23.00 10/15/2023 609-49754-431990 1685216 Sept Background Checks (1) 23.00 10/15/2023 226-45122-431990 1685216 Sept Background Checks (6) 138.00 10/15/2023 101-41410-431990 ACH Enabled: True AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 184.00 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 10/06/2023 American Legion - Chamber lunch - Josh B 12.28 10/15/2023 101-45201-421990 10/06/2023 Arctic Glacier - Resale ice; #3454323704 plus 4 2,217.77 10/15/2023 609-49750-425500 10/06/2023 Adobe - 9/2023 Adobe Stock - 10 per month 29.99 10/15/2023 101-45204-431990 10/06/2023 Amazon - 2024 Desk calendar 25.62 10/15/2023 226-45122-421990 10/06/2023 Amazon - 2024 Wall calendar 26.90 10/15/2023 226-45122-421990 10/06/2023 Amazon - (50) Surebonder all temp gluesticks 104.36 10/15/2023 101-45204-421990 10/06/2023 Amazon - 2024 Wall calendar 18.60 10/15/2023 226-45122-421990 10/06/2023 Amazon - side walk chalk, water, snacks for Let' 216.09 10/15/2023 101-45201-421990 10/06/2023 Amazon - Bulk candy / snacks for Let's Chalk 23.98 10/15/2023 101-45201-421990 10/06/2023 AST - Full zip jacket - Allison Peters 47.25 10/15/2023 226-45122-421990 10/06/2023 Auto Value - (2) yellow mask tape for locker too 25.98 10/15/2023 226-45126-421990 10/06/2023 Auto Value - Glue for pipe 8.49 10/15/2023 226-45126-421990 10/06/2023 Amazon - 4 pk Folgers coffee 75.88 10/15/2023 101-45201-421990 10/06/2023 Centra Sota Coop - 2.5 G Garlon, 2.5 G Translin 825.23 10/15/2023 101-45201-421600 10/06/2023 Costco - Membership renewal - Sara Cahill, Tric 120.00 10/15/2023 226-45122-443300 10/06/2023 Costco - Dishsoap 9.59 10/15/2023 226-45125-421990 10/06/2023 Costco - uncrustables, mac n chs, burritos, yogm 290.50 10/15/2023 226-45125-425410 10/06/2023 Cintas - 4163434566 Library Mat Service 42.23 10/15/2023 226-45126-431990 10/06/2023 Cintas - 5174061613 First Aid Cabinet supplies • 86.78 10/15/2023 609-49754-421990 10/06/2023 Cintas - 4165593836, 4166143883, 4166902938 247.58 10/15/2023 226-45126-431990 10/06/2023 Cintas - 4165593711, 4166143776, 4166902895 462.08 10/15/2023 609-49754-421990 10/06/2023 Cub Foods - Resale limes & lemons 76.59 10/15/2023 609-49754-421990 10/06/2023 Fleet Farm - Ultimate car wash - Command 11 10.00 10/15/2023 101-42200-422990 10/06/2023 Fleet Farm - Napkins for open house 5.92 10/15/2023 101-42200-421990 10/06/2023 Fleet Farm - batteries, legal pads, towels, cups - 81.23 10/15/2023 101-42200-421990 10/06/2023 Home Depot - Suppics for sinks 13.61 10/15/2023 226-45126-421990 10/06/2023 Home Depot - Suppies for sinks, strainer tailpiec 9.67 10/15/2023 226-45126-421990 10/06/2023 Home Depot - Suppics for sinks, Braid FCT, elb, 52.64 10/15/2023 226-45126-421990 10/06/2023 Home Depot - Suppics for sink, PVC pipe, brass 37.96 10/15/2023 226-45126-421990 10/06/2023 Home Depot - Return suppies for sink, tailpiece, -14.68 10/15/2023 226-45126-421990 10/06/2023 Home Depot - Return suppies for sink, PVC pipe -9.95 10/15/2023 226-45126-421990 10/06/2023 Home Depot - Return suppies for sink, (4) slip jc -18.40 10/15/2023 226-45126-421990 10/06/2023 Home Depot - (1) 4x4, (6) 6x6, (13) 4x6, (13) 2N 491.76 10/15/2023 101-45201-421990 10/06/2023 Home Depot - (2) 5/8x10 (30) Quickcrete mix 146.16 10/15/2023 101-45201-421990 10/06/2023 Home Depot - Faucet supplies, braid & brass val 41.73 10/15/2023 226-45126-421990 10/06/2023 Home Depot - loctite, bottled water 22.44 10/15/2023 101-45201-421990 10/06/2023 Innovative - (1) CT mega mop cleaner, (1) CT p: 146.41 10/15/2023 609-49754-421990 10/06/2023 Innovative - (1) CT thermal paper, (1) RM laser: 576.63 10/15/2023 609-49754-421990 10/06/2023 MN Fall Mntc Expo - (1) registration, Josh B 150.00 10/15/2023 101-45201-433100 ACH Enabled: True AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2023 M & M Express - (2) Silentwist #809505 139.98 10/15/2023 101-45201-421990 10/06/2023 Runnings - Sink supplies - elbow & bulk bin nut 5.38 10/15/2023 226-45126-421990 10/06/2023 Runnings - PVC cement weld kit 13.99 10/15/2023 226-45126-421990 10/06/2023 Sherwin Williams - (5) GAL striping paint 591.75 10/15/2023 101-45203-421990 10/06/2023 Speedway - Unleaded fuel 7.096G @ 4.049 - Co 28.73 10/15/2023 101-42200-421200 10/06/2023 Walmart - Command hooks, picture hanging sup: 55.85 10/15/2023 101-45204-421990 10/06/2023 WHCEA- Sunset Ponds Lift Station 8/1 - 9/1/20 101.30 10/15/2023 602-49490-438100 10/06/2023 WHCEA - September 2023 Security Monitoring 191.14 10/15/2023 701-00000-431900 10/06/2023 WHCEA- General Street Lighting 2,193.44 10/15/2023 101-43160-438100 10/06/2023 Amazon - (3) pks cliff bars, choc chop, white chi 64.20 10/15/2023 226-45125-425410 10/06/2023 Amazon - (2) Gal Elmer's Glue 38.66 10/15/2023 101-45204-421990 10/06/2023 Amazon - Bday parry supplies, placemats, plates 190.60 10/15/2023 226-45123-421990 10/06/2023 Amazon - copy paper (8) reams 39.99 10/15/2023 226-45122-421990 10/06/2023 Amazon - Pk of 18; bulk candy 29.68 10/15/2023 226-45125-425410 10/06/2023 Amazon - (20) CT Goldfish packs, (300) PK lam 52.47 10/15/2023 226-45125-425410 10/06/2023 Amazon - (2) BX copier paper; 8 reams ca. 78.20 10/15/2023 226-45122-421990 10/06/2023 Amazon - (4) 24 pks Nerds candy ropes 90.10 10/15/2023 226-45125-425410 10/06/2023 Amazon - Rehab trailer wire connectors, screws, 47.68 10/15/2023 101-42200-422100 10/06/2023 Amazon - Outlet covers 21.76 10/15/2023 226-45126-421990 10/06/2023 Attic Glacier - Resale Ice 3458325402, 3454326 1,185.53 10/15/2023 609-49750-425500 10/06/2023 AST - Uniform shirt - C Calstrom 32.95 10/15/2023 226-45122-443990 10/06/2023 AST - Uniforms: K Selthofner, J Suchy, R Feien 140.95 10/15/2023 226-45122-443990 10/06/2023 Auto Value - fuses for UV light 4.49 10/15/2023 226-45126-421990 10/06/2023 Auto Value - Equipment winterizing 23.22 10/15/2023 101-45201-421990 10/06/2023 Auto Value - Equipment winterizing 26.97 10/15/2023 101-45201-421990 10/06/2023 Baseline - One year BaseManager Plus service 219.00 10/15/2023 101-45201-443300 10/06/2023 Costco - Concession food 55.76 10/15/2023 226-45125-425410 10/06/2023 Cub - Resale limes & lemons 92.10 10/15/2023 609-49750-425500 10/06/2023 Dacotah Paper - can liners 26.39 10/15/2023 701-00000-421990 10/06/2023 Dacotah Paper - can liners, toilet tissue, towels, ; 191.73 10/15/2023 701-00000-421990 10/06/2023 Dacotah Paper - can liners, bags, urinal screens, 1,761.30 10/15/2023 701-00000-421990 10/06/2023 Border States - Batteries and chargers for fans ar. 1,077.36 10/15/2023 101-42200-424100 10/06/2023 Fastenal - (100) 1/4-20 FINRIBNUTsrt 20.01 10/15/2023 101-45201-421990 10/06/2023 Fastenal - (10) Nylock NM 10-32 0.44 10/15/2023 101-45201-421990 10/06/2023 Fleet Farm - Trailer repair parts 48.92 10/15/2023 101-45201-421990 10/06/2023 Fleet Farm - Diesel fuel 19.159G @ 4.299 - Tow 86.20 10/15/2023 101-42200-421200 10/06/2023 Fleet Farm - Diesel fuel 10.891G @ 4.499 - E12 49.00 10/15/2023 101-42200-421200 10/06/2023 Fleet Farm - Diesel fuel 19.691G @ 4.499 - Ell 88.59 10/15/2023 101-42200-421200 10/06/2023 Gopher Sports - Basketball hoop 211.68 10/15/2023 226-45126-421990 10/06/2023 Holiday - Gas for mowers 23.53 10/15/2023 226-45126-421990 10/06/2023 Holiday - Gas for truck- Unleaded 21.279 G @ 3 78.71 10/15/2023 226-45122-421990 10/06/2023 Holiday - Diesel fuel 9.622G @4.399 42.33 10/15/2023 101-42200-421200 10/06/2023 Holiday - Gas for mowers 26.22 10/15/2023 226-45126-421990 AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2023 Home Depot - 4x4 for windshield - E12 & E11 12.85 10/15/2023 101-42200-421990 10/06/2023 Home Depot - 4x4 10 ft, Qty 2 38.76 10/15/2023 101-45201-421990 10/06/2023 Home Depot - 25 PK 1/4 x 1-3/4 hex head 41.44 10/15/2023 101-45201-421990 10/06/2023 Home Depot - Qty 2, bags sand 19.36 10/15/2023 101-45204-421990 10/06/2023 Kwik Trip - Cookies for Fire Station Open Housi 49.70 10/15/2023 101-42200-421990 10/06/2023 Martie's Farm Service - Softener salt 445.25 10/15/2023 226-45126-421990 10/06/2023 Martie's Farm Service - Softener salt 69.00 10/15/2023 226-45126-421990 10/06/2023 Pomps Tire - Repair 2 tires - Tender 12 174.37 10/15/2023 101-42200-422100 10/06/2023 Red's Service - Motor fuel for Parks 93.50 10/15/2023 101-45201-421200 10/06/2023 Runnings - (1) NU -straw bale 18.99 10/15/2023 215-49010-421990 10/06/2023 Runnings - (1) Binder chain, (2) Clevis hooks - I 199.97 10/15/2023 101-42200-421990 10/06/2023 Runnings - Winterizing; poly tarp, antifreeze, ov 145.84 10/15/2023 101-42200-421990 10/06/2023 Runnings - (1) G Woodcutter bar oil 19.99 10/15/2023 101-45201-421990 10/06/2023 Runnings - (3) EA Magic Eraser powder 11.37 10/15/2023 101-45201-421990 10/06/2023 Runnings - (1) 14" Diamond wheel for Dirtworx 116.99 10/15/2023 101-45201-421990 10/06/2023 Speedway - Unleaded fuel 13.025 @ 3.799 - Cot 49.48 10/15/2023 101-42200-421200 10/06/2023 The Lifeguard Store - (1) Rescue 6 backboard 575.00 10/15/2023 226-45124-421990 10/06/2023 Up -North Painting - Sand, prime & paint pool sti 1,500.00 10/15/2023 226-45126-440990 10/06/2023 GovDeals.com - (1) Pallet of (8) 6' banquet table 258.75 10/15/2023 101-45201-421990 10/06/2023 Walmart - (4) 24 pk of 10" glue sticks 33.88 10/15/2023 101-45204-421990 10/06/2023 Walmart - Pop, mineral oil, all purpose flour for 34.86 10/15/2023 101-45204-421990 10/06/2023 Walmart - Lemonade for Fire Hall open house e-% 6.92 10/15/2023 101-42200-421990 10/06/2023 Amazon - (2) Magic Eraser cleaning pads 14.04 10/15/2023 101-41310-421990 10/06/2023 Amazon - (1) BX white cardstock paper, (1) 40C 39.33 10/15/2023 101-41310-421990 10/06/2023 A&C Farm Service - Adj rim on right tire - K9 2 106.31 10/15/2023 101-45201-440440 10/06/2023 Runnings - (1) square salt pan, (1) socket plug se 37.47 10/15/2023 101-45201-421990 10/06/2023 Dish Network - October 2023 service 77.05 10/15/2023 609-49754-432500 10/06/2023 Grant Gopher - StartPro September 2023 service 9.00 10/15/2023 101-45201-443300 10/06/2023 Nighthawk Security - October 2023 Security - P: 49.95 10/15/2023 701-00000-431990 10/06/2023 Waste Mgmt - Aug 2023 - Recycling 20,606.11 10/15/2023 101-43230-438400 10/06/2023 Waste Mgmt - Aug 2023 - Garbage 46,733.05 10/15/2023 101-43230-438400 10/06/2023 Waste Mgmt - Aug 2023 - GFEE 4,567.78 10/15/2023 101-00000-208120 10/06/2023 Walmart - Pop for City Meetings 26.48 10/15/2023 101-41310-443990 10/06/2023 Amazon - USB to HDMI Adapter 24.95 10/15/2023 702-00000-421990 10/06/2023 Amazon - Paper, InterOffice Envelopes 287.19 10/15/2023 101-41310-421990 10/06/2023 Amazon - Display Port to HDMI Adapter 13.25 10/15/2023 702-00000-421990 10/06/2023 Amazon - Binder Clips 19.00 10/15/2023 653-41990-421990 10/06/2023 Amazon - Label Maker Tape (2 pk) 9.89 10/15/2023 653-41990-421990 10/06/2023 Amazon - 2024 Desk Calendar 20.95 10/15/2023 653-41990-421990 10/06/2023 Amazon - 2024 Calendars, Notepads, Sharpie M 73.89 10/15/2023 101-41520-421990 10/06/2023 Amazon - 2024 Desktop Calendar, Pencils 12.06 10/15/2023 101-41520-421990 10/06/2023 Amazon - Paper Plates, Paper (3 cases) 140.72 10/15/2023 653-41990-421990 10/06/2023 Amazon - Display Stands (4 pk) 16.99 10/15/2023 101-41310-421990 AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2023 Amazon - Cocoa, Air Freshners, Candy, Epson I 177.69 10/15/2023 101-43110-421990 10/06/2023 Amazon - Scotch Tape (12 pk), Candy 234.40 10/15/2023 101-41310-421990 10/06/2023 Arrowwood Resort - GFOA Conference Lodging 272.42 10/15/2023 101-41520-433100 10/06/2023 Asco Power - Transfer Switch Serviced 440.00 10/15/2023 602-49490-440440 10/06/2023 AST - ChalkFest Event Shirts (295) 3,784.35 10/15/2023 101-41310-444220 10/06/2023 AST - Micro Fleece Jacket - Sevice Award (RL) 32.15 10/15/2023 101-41800-443990 10/06/2023 Auto Value - Gas Cap #302 (1/2) 10.64 10/15/2023 601-49440-422990 10/06/2023 Auto Value - Gas Cap #302 (1/2) 10.65 10/15/2023 602-49490-422990 10/06/2023 Auto Value - Battery, Hood Lift Support Truck 188.97 10/15/2023 101-43120-422100 10/06/2023 Auto Value - Wire Grease 16.99 10/15/2023 101-43120-421990 10/06/2023 Best Western Hotel - Let's Chalk Artist Hotel Ro 4,155.60 10/15/2023 101-41310-444220 10/06/2023 Boulder House - Lunch on Road Transporting Tr 70.99 10/15/2023 101-43120-433100 10/06/2023 Boulder House - Lunch on Road Transporting Tr 70.69 10/15/2023 101-43120-433100 10/06/2023 Cintas - Mat Service #4168387364 76.40 10/15/2023 653-41990-431990 10/06/2023 Cintas - Mat Service #4166902844 60.22 10/15/2023 653-41990-431990 10/06/2023 Cintas - Mat Service #4166143755 44.32 10/15/2023 101-45501-431990 10/06/2023 ConnectWise - Remote Support (1 License) 336.00 10/15/2023 702-00000-421990 10/06/2023 Cub - Code Corner Snacks 16.97 10/15/2023 101-42400-443990 10/06/2023 Dacotah Paper- Forks, Paper Plates, Towels, Cle; 464.79 10/15/2023 701-00000-421990 10/06/2023 Domino's Pizza - Food for EDA Special Meeting 75.27 10/15/2023 213-46301-443990 10/06/2023 Elk River Landfill - Garbage from Chalk Fest 438.35 10/15/2023 101-41310-444220 10/06/2023 US Dept Transportation - Drug & Alcohol Cleari 62.50 10/15/2023 101-41800-431990 10/06/2023 GoDaddy.com - MCC Domain Renewal 22.17 10/15/2023 702-00000-431900 10/06/2023 Harbor Freight - Rechargable Focus Light (2), A 279.92 10/15/2023 101-42400-421990 10/06/2023 Holiday -Unleaded 27.980 G @ $3.899 (1/2) 54.39 10/15/2023 601-49440-421200 10/06/2023 Holiday -Unleaded 27.980 G @ $3.899 (1/2) 54.39 10/15/2023 602-49490-421200 10/06/2023 Holiday - Unleaded 10.110 G @ $3.899 39.42 10/15/2023 653-41990-421200 10/06/2023 Holiday - Unleaded 11.324 G @ $3.849 43.59 10/15/2023 653-41990-421200 10/06/2023 Holiday - Unleaded .262 G @ $3.799 1.74 10/15/2023 701-00000-421200 10/06/2023 Holiday - Truck Wash 10.00 10/15/2023 701-00000-421990 10/06/2023 Holiday - Unleaded 10.583 G @ $3.799 40.20 10/15/2023 653-41990-421200 10/06/2023 Home Depot - 100W Feit Light for Library 28.97 10/15/2023 701-00000-421990 10/06/2023 Home Depot - Wasp Killer 13.41 10/15/2023 101-43120-421990 10/06/2023 Home Depot - Twine, Cable Ties 10.44 10/15/2023 653-41990-421990 10/06/2023 Kwik Trip - Fuel 10.01 Gals @ $3.899 Truck #6 39.02 10/15/2023 101-43115-421200 10/06/2023 Kwik Stop - Water for Shut Off - Hammers Hair 8.76 10/15/2023 601-49440-421990 10/06/2023 MN Assoc Gov't Communicators - Fall Conferer 125.00 10/15/2023 101-41310-433100 10/06/2023 Microsoft - Email Online Services (AS) 36.00 10/15/2023 702-00000-431900 10/06/2023 Microsoft - Email Online Services 223.33 10/15/2023 702-00000-431900 10/06/2023 Microsoft - Email & Teams for MCC Maintenan 40.00 10/15/2023 702-00000-431900 10/06/2023 Microsoft - Backup Storage 79.39 10/15/2023 702-00000-431900 10/06/2023 MinnCor - Title Paper Stock 175.00 10/15/2023 653-41990-421990 10/06/2023 MN GFOA - Finance Training 2 Sessions (DG) 40.00 10/15/2023 101-41520-433100 AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2023 MN Fall Maintenance Expo - Registrations (8) 240.00 10/15/2023 101-43120-433100 10/06/2023 MN Dept Labor - License (MG) 85.00 10/15/2023 101-42400-433100 10/06/2023 Monti Chamber - Sept Lunch (RL) 10.00 10/15/2023 101-41310-443990 10/06/2023 NFPA - Sprinkler System Online Training (MG) 297.50 10/15/2023 101-42400-433100 10/06/2023 Nordic Brewing - IEDC Business Roundtable E-% 599.12 10/15/2023 213-46301-443990 10/06/2023 Papa Johns - Food for Joint Workshop 118.86 10/15/2023 101-41910-443990 10/06/2023 Republic - Monthly Shredding Service (CH) 40.53 10/15/2023 101-41310-431990 10/06/2023 Republic - Monthly Shredding Service (DMV) 40.53 10/15/2023 653-41990-431990 10/06/2023 Runnings - Screws 1.70 10/15/2023 101-43160-422990 10/06/2023 Runnings - Paint - Gloss Black (4) 19.96 10/15/2023 101-43120-421510 10/06/2023 Runnings - Paint - Gloss Black (4) 19.96 10/15/2023 101-43120-421510 10/06/2023 Runnings - Screws, Rubber Clamps (4) - Loadei 22.55 10/15/2023 101-43120-422100 10/06/2023 Runnings - Amp Gutter & Flashing (4) - Loader 47.96 10/15/2023 101-43120-422100 10/06/2023 Runnings - Pro Zep Sprayer (4) 25.14 10/15/2023 101-43120-421990 10/06/2023 Runnings - Tarp Straps for Dumpster (17) 51.73 10/15/2023 101-43120-421990 10/06/2023 Safe Guard Security - Monthly Security Monitor 44.95 10/15/2023 701-00000-431990 10/06/2023 Ubiquiti - Replacement Switch @ City Hall 845.00 10/15/2023 702-00000-424100 10/06/2023 Ubiquiti - Internet Upgrade - Mississippi Room 432.00 10/15/2023 702-00000-421990 10/06/2023 Up -North Painting - MCC Pool Stairs Repair & 1 10,600.00 10/15/2023 226-45124-458010 10/06/2023 USPS - Postage Mailing - Manufacturer's Apprec 132.00 10/15/2023 213-46301-432200 10/06/2023 Verizon - 7/21/23 - 8/20/23 1,280.33 10/15/2023 702-00000-432100 10/06/2023 Weebly - MCC Website 18.00 10/15/2023 702-00000-421990 10/06/2023 Waste Mgmt - Aug 2023 149.32 10/15/2023 101-45201-438400 10/06/2023 Waste Mgmt - Aug 2023 53.70 10/15/2023 101-43127-438400 10/06/2023 Waste Mgmt - Aug 2023 28.61 10/15/2023 609-49754-438400 10/06/2023 Waste Mgmt - Aug 2023 250.27 10/15/2023 226-45126-438400 10/06/2023 Waste Mgmt - Aug 2023 137.17 10/15/2023 602-49480-438400 10/06/2023 Waste Mgmt - Aug 2023 14.47 10/15/2023 101-45501-431990 10/06/2023 Walmart - Candy for Chalkfest - EDA 75.98 10/15/2023 213-46301-443990 10/06/2023 Walmart - Food Tray for Special Council Meetin 38.00 10/15/2023 101-41110-443990 10/06/2023 Walmart - Food Tray for Special Council Meetin 76.00 10/15/2023 101-41110-443990 10/06/2023 Runnings - Keys for Ellison Park Bathroom (4) 7.96 10/15/2023 601-49440-421990 10/06/2023 MN DEED - 2023 Conference Registration (HS) 204.30 10/15/2023 213-46301-433100 10/06/2023 Amazon - Credit/return (4) EA bulk candy, Swec -62.88 10/15/2023 226-45125-425410 10/06/2023 Amazon - Business card holder, 350 capacity 16.88 10/15/2023 101-45201-421990 10/06/2023 Amazon - Credit 3 -speed fan, never arrived -28.31 10/15/2023 101-45201-421990 10/06/2023 Auto Value - (1) PK 11" zipties 9.99 10/15/2023 226-45126-421990 10/06/2023 Home Depot - Valves for showers 347.06 10/15/2023 226-45126-421990 10/06/2023 MN Fall Maintenance Expo - Registration One -c 30.00 10/15/2023 101-45201-433100 10/06/2023 MN Fire Svc Cert Board - Annual fire certifrcati 420.00 10/15/2023 101-42200-433100 10/06/2023 Nighthawk Security - 2023 Annual Fire Inspectii 100.00 10/15/2023 701-00000-431990 10/06/2023 Runnings - Sink supplies - bulk bin screws 7.98 10/15/2023 226-45126-421990 10/06/2023 Runnings - Paint supplies; rollers, brushes 31.96 10/15/2023 226-45126-421990 AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2023 Costco - (6) Variety packs candy, Sour Patch, Ai 130.93 10/15/2023 226-45125-425410 10/06/2023 Amazon - Medical supplies; (2) Intersurgical Sul 77.98 10/15/2023 101-42200-421990 10/06/2023 Amazon - Medical supplies; (1) Manual suction 208.00 10/15/2023 101-42200-421990 10/06/2023 Amazon - Medical supplies; (1) Nasal Airway K 18.99 10/15/2023 101-42200-421990 10/06/2023 Amazon - Medical supplies; (2) Medline sterile 1 19.99 10/15/2023 101-42200-421990 10/06/2023 Cub - Water for Shop (5 24 pks) 28.95 10/15/2023 101-43120-421990 10/06/2023 Cub - Water for Shop (5 24 pks) 28.95 10/15/2023 101-43120-421990 10/06/2023 CWP - 5000 PSI 3/8" Hydraulic Hose; Fittings 271.05 10/15/2023 101-43120-422100 10/06/2023 Delegard Tool - Gas Caddy Cart 636.54 10/15/2023 101-43127-424100 10/06/2023 Fleet Farm - Water for Shutdown @ Hunters Crc 20.30 10/15/2023 601-49440-421990 10/06/2023 MN DEED - 2023 Conference Registration (JT) 204.30 10/15/2023 213-46301-433100 10/06/2023 MRWA - Water Certification Training (MS) 530.00 10/15/2023 601-49440-433100 10/06/2023 MN State Colleges - MIG Inspector Re Certifica 110.00 10/15/2023 101-43127-433100 10/06/2023 Red's Service - Battery 135.00 10/15/2023 101-43120-421990 10/06/2023 Runnings - 3V Lithium Battery (6) 26.94 10/15/2023 101-43127-421990 10/06/2023 Runnings - hi Torq Impact Wrench, Grinder 478.00 10/15/2023 101-43127-421990 10/06/2023 St Cloud Parking - Parking 2 Days 12.00 10/15/2023 101-41910-433100 10/06/2023 WheelCo - Air Cylinders (4) 541.40 10/15/2023 101-43125-422100 Check Total: 125,793.01 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 8 00013847015 Vanco Gateway Exchange - Sept (1/2) 58.86 10/15/2023 601-49440-443980 00013847015 Vanco Gateway Exchange - Sept (1/2) 58.86 10/15/2023 602-49490-443980 Check Total: 117.72 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 9 October 2023 Liq Store CC Fees (WF -0990) 8,163.99 10/15/2023 609-49754-443980 October 2023 WF account interest earnings 0.00 10/15/2023 101-00000-362110 October 2023 UB CC Fees (AmEx -8910) 127.79 10/15/2023 601-49440-443980 October 2023 CH CC Fees (WF -0999) 246.17 10/15/2023 101-41520-443980 October 2023 MCC CC Fees (iAccess FM -1476) 87.10 10/15/2023 226-45127-431992 October 2023 UB CC Fees (AmEx -8910) 127.78 10/15/2023 602-49490-443980 October 2023 WF account bank charges 1,337.53 10/15/2023 101-41520-443980 October 2023 MCC CC Fees (Daxco- 2887) 1,666.27 10/15/2023 226-45122-443980 October 2023 UB CC Fees (Bluefin - 7022) 1,824.97 10/15/2023 601-49440-443980 October 2023 UB CC Fees (Bluefin - 7022) 1,824.96 10/15/2023 602-49490-443980 October 2023 Global Payments - CivicRec 169.02 10/15/2023 101-45201-443980 October 2023 Brain Tree CC Fees (Bldg) 0.00 10/15/2023 101-42400-443980 October 2023 Authorize.Net CC Fees (Bldg) 257.22 10/15/2023 101-42400-443980 October 2023 MCC CC Fees (Clover- Fmrs Mkt) 32.16 10/15/2023 226-45127-431992 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 15,864.96 Total for Check Run: 214,152.50 Total of Number of Checks: The preceding list of bills payable was reviewed and approved for payment. Date: 10/23/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (10/16/2023 - 3:19 PM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 10/18/2023 - 2:55PM Batch: 00203.10.2023 - 203.10.2023 AP Invoice No Description Moiiii6effo Y Amount Payment Date Acct Number Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 62566 Oct City Announcements (3900) 1,052.70 10/24/2023 101-41310-443990 62566 UB Oct Invoices (3890) Print, Fold, Stuff, Envel 776.88 10/24/2023 601-49440-431800 62566 UB Oct Invoices (3890) Print, Fold, Stuff, Envel 776.87 10/24/2023 602-49490-431800 Check Total: 2,606.45 Vendor: 3991 ANOKA RAMSEY COMMUNITY COLLEGE Check Sequence: 2 ACH Enabled: False 00471951 Forklift Training 2,500.00 10/24/2023 101-41800-431960 Check Total: 2,500.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 3 ACH Enabled: False 3632508 Resale - Beer 96.90 10/24/2023 609-49750-425200 3634228 Resale - Beer 260.00 10/24/2023 609-49750-425200 Check Total: 356.90 Vendor: 4502 ARVIG Check Sequence: 4 ACH Enabled: True 10/8/2023 IT Services - Oct 2023 73.00 10/24/2023 702-00000-431900 338604 Sept 2023 - FNM Expenses - Gigaspire Blast, M 7,597.11 10/24/2023 656-49877-422990 Check Total: 7,670.11 Vendor: 4046 AST SPORTS, INC Check Sequence: 5 ACH Enabled: True 7143 Full Zip Hoodie (AS) 42.00 10/24/2023 101-41910-421990 Check Total: 42.00 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 6 ACH Enabled: True 2447440 Unleaded Fuel (925.1 gals) @ $2.70 2,761.42 10/24/2023 101-43120-421200 2447441 Diesel Fuel (564 gals) @ $3.712 2,254.31 10/24/2023 101-43120-421200 Check Total: 5,015.73 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1065 BELLBOY CORPORATION Check Sequence: 7 ACH Enabled: True 107463000 Resale - Cherry bitters 43.25 10/24/2023 609-49750-425400 107463000 Bags - (500) 60#, (500) Quart 162.95 10/24/2023 609-49754-421990 107463000 Freight 0.94 10/24/2023 609-49750-433300 107473300 Resale - Clamato juice, squeeze lime juice, can c 280.60 10/24/2023 609-49750-425400 107473300 Resale - stuffed olives, pickled green beans 95.45 10/24/2023 609-49750-425500 107473300 Freight 1.73 10/24/2023 609-49750-433300 201045000 Freight 109.73 10/24/2023 609-49750-433300 201045000 Resale - Liquor 8,679.15 10/24/2023 609-49750-425100 201092400 Freight 19.80 10/24/2023 609-49750-433300 201092400 Resale - Liquor 2,949.00 10/24/2023 609-49750-425100 201129300 Resale- Liquor 3,077.80 10/24/2023 609-49750-425100 201129300 Resale - Wine 64.00 10/24/2023 609-49750-425300 201129300 Freight 39.60 10/24/2023 609-49750-433300 Check Total: 15,524.00 Vendor: 1067 BERNICK'S Check Sequence: 8 ACH Enabled: False 10134985 Resale - NA Beer 57.40 10/24/2023 609-49750-425400 10134985 Resale - Beer 3,359.15 10/24/2023 609-49750-425200 10134986 Resale - Pop 114.32 10/24/2023 609-49750-425400 10137348 Resale - Beer 1,258.20 10/24/2023 609-49750-425200 10137349 Resale - Beer credit -27.60 10/24/2023 609-49750-425200 1037350 Resale - Muscle Milk, pop, Hog Wash juice, But 456.88 10/24/2023 226-45125-425410 Check Total: 5,218.35 Vendor: 2576 BIG LAKE LUMBER Check Sequence: 9 ACH Enabled: False 2309-529600 (2) 8'16" sonic tubes 180.78 10/24/2023 101-45201-421990 2309-530553 (3) EA#30 screws, (2) EA 1/8 #30 screws, (3) E. 321.68 10/24/2023 101-45201-421990 Check Total: 502.46 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 10 ACH Enabled: True 0317805-2 23C003 - Monti Parks Arts Rec Comp 4,654.50 10/24/2023 101-45201-431990 0322222 23C003 - Monti Parks Arts Rec Comp 10,370.50 10/24/2023 101-45201-431990 Check Total: 15,025.00 Vendor: 1083 BRAUN INTERTEC CORPORATION Check Sequence: 11 ACH Enabled: True 8360494 22C005 - Downtown Roadway Project - Sept 20: 6,043.00 10/24/2023 400-43300-459025 Check Total: 6,043.00 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF 112472243 Resale - Wine 112472243 Resale - Liquor 112472243 Freight 112574382 Resale - Grenadine, bloody mary mix 112574382 Resale - Liquor 112574382 Resale- Wine 112574382 Freight 2348-0197G 1 Check Total: Vendor: 4929 BUREAU OF CRIMINAL APPREHENSION 10/10/2023 Background Check (1) Check Total: Vendor: 6305 GREGORY BYERS 218 Strings Program @ Library/Monti Sr Center 10 Check Total Vendor: 1091 CAMPBELL KNUTSON PA 2348-000OG 254 202322 - Great River 2nd Addition - Sept 2023 2348-000OG 254 Planning & Zoning - Sept 2023 2348-000OG 254 PW Engineering - Sept 2023 2348-000OG 254 General Admin - Sept 2023 2348-000OG 254 Trees - Sept 2023 2348-000OG 254 Swan River - Sept 2023 2348-0175G 14 23D007 - Haven Ridge 2nd Addition Plat - Sept 2348-0197G 1 202322 - Great River 2nd Addition - Sept 2023 762.40 Check Total: Vendor: 4646 CAPITOL BEVERAGE SALES L.P. 2897387 Resale - Beer credit 2897559 Resale - NA beer, club soda, tonic 2897559 Resale - Orange juice 2897559 Resale - Liquor 2897559 Resale - Beer 2900436 Resale - Beer credit 2900437 Resale - Beer 2900437 Resale - Cranberry & orange juice 2900437 Resale - NA Beer 2900437 Resale - Liquor 33.25 Check Sequence: 14 675.00 10/24/2023 101-00000-220150 675.00 Check Sequence: 12 120.00 10/24/2023 609-49750-425300 907.73 10/24/2023 609-49750-425100 11.55 10/24/2023 609-49750-433300 132.00 10/24/2023 609-49750-425400 3,569.30 10/24/2023 609-49750-425100 762.40 10/24/2023 609-49750-425300 75.63 10/24/2023 609-49750-433300 5,578.61 10/24/2023 101-00000-220110 4,579.77 Check Sequence: 13 33.25 10/24/2023 653-41990-431990 33.25 Check Sequence: 14 675.00 10/24/2023 101-00000-220150 675.00 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 3 Check Sequence: 15 112.00 10/24/2023 101-00000-220110 468.00 10/24/2023 101-41910-430400 332.00 10/24/2023 101-43115-431990 1,405.77 10/24/2023 101-41610-430400 368.00 10/24/2023 101-46102-431990 1,024.00 10/24/2023 226-45122-431990 120.00 10/24/2023 101-00000-220110 750.00 10/24/2023 101-00000-220110 4,579.77 Check Sequence: 16 -7.86 10/24/2023 609-49750-425200 71.95 10/24/2023 609-49750-425400 29.55 10/24/2023 609-49750-425500 1,095.60 10/24/2023 609-49750-425100 18,634.75 10/24/2023 609-49750-425200 -483.73 10/24/2023 609-49750-425200 9,984.45 10/24/2023 609-49750-425200 57.44 10/24/2023 609-49750-425500 272.30 10/24/2023 609-49750-425400 84.80 10/24/2023 609-49750-425100 ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 4 Check Total: 29,739.25 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 17 ACH Enabled: False 37363 Resale - Wine 1,020.00 10/24/2023 609-49750-425300 Check Total: 1,020.00 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 18 ACH Enabled: True 262371 Monthly tank rental 76.00 10/24/2023 226-45124-421600 Check Total: 76.00 Vendor: 5942 CERTIFIED LABORATORIES Check Sequence: 19 ACH Enabled: False 8416978 Diesel Mate All Season (1 Case), Electra Coat (1 579.90 10/24/2023 101-43127-421600 Check Total: 579.90 Vendor: 6032 CROSS CUT PROPERTY SERVICES Check Sequence: 20 ACH Enabled: True 1334 Blight Mowings (4) 400.00 10/24/2023 101-42400-431050 1334 Mowing & Weed Trim @ HE (Aug & Sept) 200.00 10/24/2023 701-00000-431990 Check Total: 600.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 21 ACH Enabled: True 2016181 Resale - Beer 29,974.30 10/24/2023 609-49750-425200 2019340 Resale - NA Beer, Liquid Ice Blue 245.00 10/24/2023 609-49750-425400 2019340 Resale - Beer 721.60 10/24/2023 609-49750-425400 2022050 Resale - Rootbeer 83.40 10/24/2023 609-49750-425400 2022050 Resale - Beer 29,181.70 10/24/2023 609-49750-425200 2022443 Resale - Beer credit -387.80 10/24/2023 609-49750-425200 2024557 Resale - NA Beer 155.00 10/24/2023 609-49750-425400 2024557 Resale - Beer 3,134.00 10/24/2023 609-49750-425200 Check Total: 63,107.20 Vendor: 6272 DANGEROUS MAN BREWING COOMPANY Check Sequence: 22 ACH Enabled: True IN -1423 Resale - Beer 183.00 10/24/2023 609-49750-425200 Check Total: 183.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 23 ACH Enabled: True 1783192 Resale - NA Beer 47.00 10/24/2023 609-49750-425400 1783192 Resale - Beer 2,089.75 10/24/2023 609-49750-425200 1787052 Resale - Beer 469.50 10/24/2023 609-49750-425200 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2273 Check Total: 2,606.25 Vendor: 1147 DOUBLE D ELECTRIC INC Oct 2023 - Phone - City Hall 833.26 Check Sequence: 24 28133 Replaced Interior Lamp Ballast - Library 110.30 10/24/2023 701-00000-440100 28134 Disconnect & Remove Conductors to Sign - Cha 81.50 10/24/2023 701-00000-440100 28135 Conduct Fire Alarm Smoke Test - DMV 75.00 10/24/2023 701-00000-440100 28137 Retro Fit Exterior Light Fixtures to LED - Librai 1,067.31 10/24/2023 701-00000-440100 281376 Trouble Shoot AHU #10 & Kitchen Disposal 150.60 10/24/2023 701-00000-440100 28138 Retro Fit Exterior Lighting to B LED Lamps - P` 2,343.49 10/24/2023 701-00000-440100 10/24/2023 Check Total: 3,828.20 Oct 2023 - Phone - Public Works 1,280.80 Vendor: 1153 ECM PUBLISHERS INC 702-00000-432100 10/8/2023 Check Sequence: 25 967083 AD# 1342266 - Roy Smalley appearance 801.20 10/24/2023 609-49754-434990 968631 PH Amended Business Subsidies Ad# 1346750 111.00 10/24/2023 213-46301-435100 10/8/2023 Check Total: 912.20 10/24/2023 Vendor: 2004 TRACY ERGEN Oct 2023 - Internet - MCC 10.00 Check Sequence: 26 10/12/2023 Mileage Reimbursement - SHRM Conference (1 99.56 10/24/2023 101-41800-433100 Check Total: 99.56 10/8/2023 Oct 2023 - Internet - Hi Way Liquor Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 27 10/8/2023 Oct 2023 - Phone - City Hall 833.26 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - MCC 543.84 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - Ballfields 19.63 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - DMV 282.23 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - Hi Way Liquor 361.69 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - Fire Hall 410.68 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - Public Works 1,280.80 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - Parks 112.71 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Phone - Prairie Center 12.82 10/24/2023 702-00000-432100 10/8/2023 Oct 2023 - Internet - City Hall 248.90 10/24/2023 702-00000-432300 10/8/2023 Oct 2023 - Internet - MCC 10.00 10/24/2023 702-00000-432300 10/8/2023 Oct 2023 - Internet - DMV 89.90 10/24/2023 702-00000-432300 10/8/2023 Oct 2023 - Internet - Hi Way Liquor 45.95 10/24/2023 702-00000-432300 10/8/2023 Oct 2023 - Internet - Fire Hall 170.90 10/24/2023 702-00000-432300 10/8/2023 Oct 2023 - Internet - Animal Shelter 33.95 10/24/2023 702-00000-432300 10/8/2023 Oct 2023 - Internet - Public Works 53.95 10/24/2023 702-00000-432300 10/8/2023 Oct 2023 - Cable - Fire Hall 127.85 10/24/2023 101-42200-431990 10/8/2023 Oct 2023 - Cable - MCC 202.85 10/24/2023 226-45127-432500 10/8/2023 Oct 2023 - Data Hosting 500.00 10/24/2023 702-00000-431900 ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 10/8/2023 Oct 2023 - Service Contract 250.00 10/24/2023 702-00000-431900 10/8/2023 Oct 2023 - Phone & Internet - Monti Arts 149.86 10/24/2023 101-45204-431990 10/8/2023 Oct 2023 - Emergency Equipment - Facilities 500.00 10/24/2023 701-00000-443990 Check Total: 6,241.77 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 28 ACH Enabled: False 177508 Engine 11 - Repair & test headset radio input - tc 620.00 10/24/2023 101-42200-422100 Check Total: 620.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 29 ACH Enabled: True 3090608 Sept 2023 Tickets (166) (1/2) Water 112.05 10/24/2023 601-49440-432770 3090608 Sept 2023 Tickets (166) (1/2) Sewer 112.05 10/24/2023 602-49490-432770 Check Total: 224.10 Vendor: 6307 DEBBIE GULBRANDSON Check Sequence: 30 ACH Enabled: True 10/11/2023 Mileage Reimbursement - GFOA Training 10/10 80.43 10/24/2023 101-41520-433100 10/4/2023 Mileage Reimbursement - GFOA Training 10/3/: 45.98 10/24/2023 101-41520-433100 Check Total: 126.41 Vendor: 1223 HAWKINS INC Check Sequence: 31 ACH Enabled: True 6597361 Aluminum Sulfate Liquid - WWTP 6,929.78 10/24/2023 602-49480-421990 6597865 Chemicals for City Wells 12,963.20 10/24/2023 601-49440-421600 Check Total: 19,892.98 Vendor: 6164 HEADWATERS DEVELOPMENT LLC Check Sequence: 32 ACH Enabled: False 12/16/2022 202216 - Escrow Refund -9,895.45 12/29/2022 101-00000-220110 12/16/2022 202223 - Escrow Refund 16,180.50 12/29/2022 101-00000-220110 Check Total: 6,285.05 Vendor: 5489 HR GREEN INC Check Sequence: 33 ACH Enabled: False 167753 CET Grant (1/2) 931.00 10/24/2023 601-49440-431990 167753 CET Grant (1/2) 931.00 10/24/2023 602-49490-431990 Check Total: 1,862.00 Vendor: 6288 INDUSTRIAL MAINTENANCE SUPPLIES Check Sequence: 34 ACH Enabled: False 57245C (1) Mounting clip, (2) self lock clamp, (1) shrink 270.27 10/24/2023 101-45201-422990 57250C (10) Adj clamps, (1) wire tool, (1) grommet asst 249.22 10/24/2023 101-45201-422990 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 7 Check Total: 519.49 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 35 ACH Enabled: True 5425 Burial 9/7/23 - Smith 550.00 10/24/2023 215-49010-431150 5425 Weekend Burial 9/23/23 - Rust 650.00 10/24/2023 215-49010-431150 Check Total: 1,200.00 Vendor: 2018 JOHNS WELDING LLC Check Sequence: 36 ACH Enabled: False 8232 (1) Custom design park bench 1,450.00 10/24/2023 101-45201-421990 Check Total: 1,450.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 37 ACH Enabled: False 2394968 Resale- Liquor 502.44 10/24/2023 609-49750-425100 2394968 Freight 5.16 10/24/2023 609-49750-433300 2395870 Freight 59.48 10/24/2023 609-49750-433300 2395870 Resale- Liquor 3,441.86 10/24/2023 609-49750-425100 2395871 Resale - Wine 1,376.15 10/24/2023 609-49750-425300 2395871 Freight 37.84 10/24/2023 609-49750-433300 2396638 Freight 16.48 10/24/2023 609-49750-433300 2396638 Resale - Liquor 1,177.05 10/24/2023 609-49750-425100 2399113 Freight 72.24 10/24/2023 609-49750-433300 2399113 Resale - Liquor 4,732.20 10/24/2023 609-49750-425100 2399114 Resale- Wine 358.00 10/24/2023 609-49750-425300 2399114 Freight 10.32 10/24/2023 609-49750-433300 2400264 Resale- Liquor 5,431.95 10/24/2023 609-49750-425100 2400264 Freight 75.64 10/24/2023 609-49750-433300 2400265 Resale - Margarita mix 88.00 10/24/2023 609-49750-425400 2400265 Resale - Wine 5,704.17 10/24/2023 609-49750-425300 2400265 Freight 163.40 10/24/2023 609-49750-433300 2401417 Resale - Liquor 2,415.70 10/24/2023 609-49750-425100 2401417 Freight 23.50 10/24/2023 609-49750-433300 2401418 Resale - Wine 1,148.38 10/24/2023 609-49750-425300 2401418 Resale - Bloody mary mix 116.90 10/24/2023 609-49750-425400 2401418 Freight 25.51 10/24/2023 609-49750-433300 2403542 Freight 48.17 10/24/2023 609-49750-433300 2403542 Resale - Liquor 1,734.49 10/24/2023 609-49750-425100 Check Total: 28,765.03 Vendor: 5974 JOTL PROPERTIES, LLC Check Sequence: 38 ACH Enabled: False 147 November 2023 - 213 West Broadway St 1,530.00 10/24/2023 101-45204-441200 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 8 Check Total: 1,530.00 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 39 ACH Enabled: False MN190-000147 Block 34 TIF - August 2023 205.00 10/24/2023 213-46301-430400 MN190-00101 General EDA- August 2023 528.50 10/24/2023 213-46301-430400 MN325-00049 216 Pine St Acquisition - August 2023 630.00 10/24/2023 213-46301-430400 Check Total: 1,363.50 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 40 ACH Enabled: True 215449 Resale - NA Wine 88.00 10/24/2023 609-49750-425400 215449 Resale - Wine 1,412.00 10/24/2023 609-49750-425300 215449 Freight 24.00 10/24/2023 609-49750-433300 215848 Resale - Wine 128.00 10/24/2023 609-49750-425300 215848 Freight 4.00 10/24/2023 609-49750-433300 Check Total: 1,656.00 Vendor: 5839 KRIS ENGINEERING, INC. Check Sequence: 41 ACH Enabled: False 38902 3ft (4) & 4ft (2) Cutting Edges - JD Loader 2,514.60 10/24/2023 703-00000-165010 38903 12' Complete Set JOMA 6000 2,186.16 10/24/2023 101-43125-422100 38904 10' Complete Set JOMA 6000 2,013.62 10/24/2023 101-43125-422100 Check Total: 6,714.38 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 42 ACH Enabled: False 392284 Annual Adobe Acrobat Pro DC (17) 1,774.98 10/24/2023 702-00000-431900 Check Total: 1,774.98 Vendor: 1902 VICKI LEERHOFF Check Sequence: 43 ACH Enabled: True 10/17/2023 Reimbursement - Food for Sp Council Mtg (San 21.99 10/24/2023 101-41110-443990 Check Total: 21.99 Vendor: 6308 LEIGHTON BROADCASTING Check Sequence: 44 ACH Enabled: False 220543-1 Advertsing for Chalk Fest Event/Talent Fee for 1 650.00 10/24/2023 101-41310-444220 Check Total: 650.00 Vendor: 3550 RACHEL LEONARD Check Sequence: 45 ACH Enabled: True 10/10/2023 Mileage Reimbursement - Training @ LMC Offi 237.11 10/24/2023 101-41310-433100 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 9 Check Total: 237.11 Vendor: 5735 LGI HOMES INC Check Sequence: 46 ACH Enabled: False 8451 Escrow Refund - 8451 Gateway Circle/Carlisle ` 2,000.00 10/24/2023 101-00000-220110 8453 Escrow Refund - 8453 Gateway Circle/Carlisle ` 2,000.00 10/24/2023 101-00000-220110 8455 Escrow Refund - 8455 Gateway Circle/Carlisle ` 2,000.00 10/24/2023 101-00000-220110 8462 Escrow Refund - 8462 Gateway Circle/Carlisle ` 2,000.00 10/24/2023 101-00000-220110 8516 Escrow Refund - 8516 Gateway Circle/Carlisle ` 2,000.00 10/24/2023 101-00000-220110 8638 Escrow Refund - 8638 Gateway Circle/Carlisle ` 2,000.00 10/24/2023 101-00000-220110 8652 Escrow Refund - 8652 Gateway Circle/Carlisle ` 2,000.00 10/24/2023 101-00000-220110 8656 Escrow Refund - 8656 Gateway Circle/Carlisle ) 2,000.00 10/24/2023 101-00000-220110 8658 Escrow Refund - 8658 Gateway Circle/Carlisle ) 2,000.00 10/24/2023 101-00000-220110 Check Total: 18,000.00 Vendor: 1296 LITTLE FALLS MACHINE INC Check Sequence: 47 ACH Enabled: False 369113 5/8" x 2" NC Square Head Set Screws Gr 8 (24) 115.74 10/24/2023 101-43125-422100 Check Total: 115.74 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 48 ACH Enabled: True 370503 Resale - Tobacco, cigars, pop, beer salt, bar supp 264.27 10/24/2023 609-49750-425400 370503 Resale - Cigarettes 1,888.70 10/24/2023 609-49750-425500 Check Total: 2,152.97 Vendor: 1386 M -R SIGN CO INC Check Sequence: 49 ACH Enabled: True 221723 Kepp Right Signs (6), Square Tube Posts (50) 2,512.58 10/24/2023 101-43120-422600 Check Total: 2,512.58 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 50 ACH Enabled: True P53082 Parts - (1) hard skirt, (1) soft skirt, (1) spring bas 660.88 10/24/2023 101-45201-422990 P53247 Parts - Drive Flange, Cross Kits, U Bolts, Yoke J 2,466.22 10/24/2023 101-43125-422100 Check Total: 3,127.10 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 51 ACH Enabled: True 0002189 Various Style Envelopes: #9 (1,500) #10 (1,000 1,003.58 10/24/2023 101-41310-421990 Check Total: 1,003.58 Vendor: 5736 MAVERICK WINE LLC Check Sequence: 52 ACH Enabled: True INV 1086153 Resale - Liquor 357.96 10/24/2023 609-49750-425100 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference INV1086153 Freight 10.00 10/24/2023 609-49750-433300 Check Total: 367.96 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 53 ACH Enabled: False 647751 WO# 146390 - AAONPool Unit Split System Re 396.96 10/24/2023 701-00000-440100 Check Total: 396.96 Vendor: 5309 MHSRC/RANGE Check Sequence: 54 ACH Enabled: False 337900-10408 Snow Plow Operator Hybrid Training (BR, TL) 590.00 10/24/2023 101-43120-433100 Check Total: 590.00 Vendor: 6294 MIDWEST GROUNDCOVER Check Sequence: 55 ACH Enabled: False 23129 Install IPEMA Certified Eng Wood Fiber - River 1,838.31 10/24/2023 101-45201-422500 23129 Install IPEMA Certified Eng Wood Fiber - River 331.69 10/24/2023 101-45201-421990 23143 Install IPEMA Certified Eng Wood Fiber - River 1,838.31 10/24/2023 101-45201-422500 23143 Install IPEMA Certified Eng Wood Fiber - River 331.69 10/24/2023 101-45201-421990 Check Total: 4,340.00 Vendor: 1346 MN DEPT OF HEALTH Check Sequence: 56 ACH Enabled: False FM104862 Certified Food Protection Mgr Renewal - Sara C 35.00 10/24/2023 226-45122-443700 Check Total: 35.00 Vendor: 1349 MN DEPT OF TRANSPORTATION Check Sequence: 57 ACH Enabled: False P00017479 22C005 - Downtown Roadway Material Testing 753.32 10/24/2023 400-43300-459025 Check Total: 753.32 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 58 ACH Enabled: True Oct 2023 Monthly Allocation - Oct 2023 5,416.67 10/24/2023 101-45175-444310 Check Total: 5,416.67 Vendor: 3462 MSA PROFESSIONAL SERVICES INC Check Sequence: 59 ACH Enabled: False R13731006.0-4 MN Housing Study Update (9/10/23 - 10/14/23) 2,640.00 10/24/2023 213-46301-431990 Check Total: 2,640.00 Vendor: 5255 NEW LOOK CONTRACTING INC Check Sequence: 60 ACH Enabled: False 10/18/2023 Refund Water Use Permit - Dep $2,000 - $337.31 2,000.00 10/24/2023 601-00000-220111 10/18/2023 Refund Water Use Permit - Dep $2,000 - $337.31 -314.13 10/24/2023 601-49440-371120 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 10/18/2023 Refund Water Use Permit - Dep $2,000 - $337.31 -23.17 10/24/2023 601-00000-208100 Check Total: 1,662.70 Vendor: 1771 NICROS INC Check Sequence: 61 ACH Enabled: False W1005230 Climbing wall inspection w/Detailed Final Repo: 870.00 10/24/2023 226-45126-440100 Check Total: 870.00 Vendor: 6285 NOKOMIS ENERGY LLC Check Sequence: 62 ACH Enabled: True DBX3XO-2023-09 Solar Rebate Program - Xcel August 2023 SRCO 7,900.99 10/24/2023 101-41310-443992 Check Total: 7,900.99 Vendor: 6301 NOVEL SOLAR FIVE LLC Check Sequence: 63 ACH Enabled: True INV007939 Solar Rebate Program - Xcel July 2023 331.43 10/24/2023 101-41310-443992 Check Total: 331.43 Vendor: 6300 NOVEL SOLAR ONE LLC Check Sequence: 64 ACH Enabled: True INV007940 Solar Rebate Program - Xcel July 2023 7,488.70 10/24/2023 101-41310-443992 Check Total: 7,488.70 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 65 ACH Enabled: True INV007938 Solar Rebate Program - July 2023 45,656.49 10/24/2023 101-41310-443992 Check Total: 45,656.49 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 66 ACH Enabled: True PSO047483-1 Cooling Hoses, Pipe, Hose Clamps (4) 246.79 10/24/2023 101-43125-422100 PSO048272-1 Hose, Coolant Pipe, Rubber Moulding, Seal Rinl 133.30 10/24/2023 101-43120-422100 PSO048726-1 Front/Rear Shocks (2) 84.58 10/24/2023 101-43120-422100 PSO048985-1 V Clamps (4), Gaskets (4), Ring 195.12 10/24/2023 101-43120-422100 Check Total: 659.79 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 67 ACH Enabled: True Oct 2nd Semi Monthly Contract Payment 1,622.25 10/24/2023 101-42700-431200 Check Total: 1,622.25 Vendor: 5393 OERTEL ARCHITECTS Check Sequence: 68 ACH Enabled: True 23-01.5 23C002 - Public Works Facility Project Mgmt 21,980.00 10/24/2023 401-43300-453010 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Total: 21,980.00 Check Sequence: 74 ACH Enabled: False 6667979 Freight Vendor: 1411 OLSON & SONS ELECTRIC INC 6667979 Resale- Liquor Check Sequence: 69 ACH Enabled: True 64171 6668598 Cap Light Pole Hit by Semi; Troubleshoot Pole 1 669.72 10/24/2023 101-43160-440990 6668598 64212 1,827.38 Troubleshoot Bank of Lights 7th Street Fallon to 115.00 10/24/2023 101-43160-440990 320.05 10/24/2023 609-49750-425400 Check Total: 784.72 1,474.10 10/24/2023 609-49750-425300 Vendor: 1412 OMANN BROTHERS INC 10/24/2023 609-49750-433300 Check Sequence: 70 ACH Enabled: False 17530 10/24/2023 AC Fines Mix (9.03) 812.70 10/24/2023 101-43120-422400 10/24/2023 17542 AC Fines Mix (10.2) 901.80 10/24/2023 101-43120-422400 17554 AC Fines Mix (10) 900.00 10/24/2023 101-43120-422400 17563 AC Fines Mix (8.02) 721.80 10/24/2023 101-43120-422400 17563 Tack Oil (100) 500.00 10/24/2023 101-43120-422400 17576 AC Fines Mix (3) 270.00 10/24/2023 101-43120-422400 Check Total: 4,106.30 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 71 ACH Enabled: True 3566930 Mthly cylinder rentals - LG (1), MED (2) - Park,, 49.37 10/24/2023 101-45201-421990 Check Total: 49.37 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 72 ACH Enabled: True 771696 Resale - MCC Concession Food 751.23 10/24/2023 226-45125-425410 Check Total: 751.23 Vendor: UB*01545 VICKI PETERSON Check Sequence: 73 ACH Enabled: False Refund Check 76.39 09/15/2023 601-00000-202010 Check Total: 76.39 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 74 ACH Enabled: False 6667979 Freight 3.73 10/24/2023 609-49750-433300 6667979 Resale- Liquor 170.88 10/24/2023 609-49750-425100 6668598 Freight 24.51 10/24/2023 609-49750-433300 6668598 Resale - Liquor 1,827.38 10/24/2023 609-49750-425100 6668599 Resale - NA wine, bloody mary mix 320.05 10/24/2023 609-49750-425400 6668599 Resale - Wine 1,474.10 10/24/2023 609-49750-425300 6668599 Freight 48.16 10/24/2023 609-49750-433300 6670703 Resale- Liquor 778.41 10/24/2023 609-49750-425100 6670703 Freight 6.88 10/24/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 6670704 Freight 8.60 10/24/2023 609-49750-433300 6670704 Resale - Wine 359.00 10/24/2023 609-49750-425300 6671523 Resale - liquor 397.00 10/24/2023 609-49750-425100 6671523 Freight 3.44 10/24/2023 609-49750-433300 6672507 Resale- Liquor 912.20 10/24/2023 609-49750-425100 6672507 Freight 15.48 10/24/2023 609-49750-433300 6672508 Freight 51.31 10/24/2023 609-49750-433300 6672508 Resale- Wine 1,882.43 10/24/2023 609-49750-425300 6672508 Resale - Bloody Mary Mix 34.00 10/24/2023 609-49750-425400 6674307 Resale - Liquor 3,269.01 10/24/2023 609-49750-425100 6674307 Freight 41.28 10/24/2023 609-49750-433300 6674308 Freight 20.64 10/24/2023 609-49750-433300 6674308 Resale- Wine 660.60 10/24/2023 609-49750-425300 Check Total: 12,309.09 Vendor: 3574 PREFERRED TITLE INC Check Sequence: 75 ACH Enabled: False 10/12/2023 Purchase 216 Pine St - Closing on Property 465,464.88 10/24/2023 213-00000-157010 Check Total: 465,464.88 Vendor: 2727 PRODUCT RECOVERY INC Check Sequence: 76 ACH Enabled: False 23862 (4) 5x6x12 Treated Timber 172.00 10/24/2023 101-45201-421990 Check Total: 172.00 Vendor: 6125 QUEEN BEE'S GARDENS & FLORAL Check Sequence: 77 ACH Enabled: False 1976 Centerpieces for Manufacturers Breakfast (10) 325.00 10/24/2023 213-46301-443990 Check Total: 325.00 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 78 ACH Enabled: False P7689614 Kit, Hose Clamp, Plug 72.82 10/24/2023 101-43120-422100 W1743914 Replace Ride Control Accumulator 165.68 10/24/2023 101-43120-440990 Check Total: 238.50 Vendor: 4512 SARAH RATHLISBERGER Check Sequence: 79 ACH Enabled: True 10/3/2023 Mileage Reimbursement - GFOA Conference (1' 111.88 10/24/2023 101-41520-433100 Check Total: 111.88 Vendor: 1455 RED'S MARATHON Check Sequence: 80 ACH Enabled: False 09/18/23 Gas Truck #206 108.18 10/24/2023 101-45201-421200 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 9/20/2023 Gas Trucks #302 & 401 (1/2) 130.85 10/24/2023 602-49490-421200 9/20/2023 Gas Trucks#302 & 401(1/2) 130.85 10/24/2023 601-49440-421200 9/27/2023 Tire Repair 30.00 10/24/2023 101-43120-422100 Check Total: 399.88 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 81 ACH Enabled: True A45998 Install New Passage Lever @ PW Bldg: Lever, I 836.00 10/24/2023 701-00000-440100 Check Total: 836.00 Vendor: 4660 SAFE -FAST, INC Check Sequence: 82 ACH Enabled: True INV281846 Hoodie (4), Parka (1), Sweatshirts (2), Winter Bi 529.70 10/24/2023 101-43120-421990 INV281847 Hooded Sweatshirts (3) (1/2) 96.75 10/24/2023 601-49440-421990 INV281847 Hooded Sweatshirts (3) (1/2) 96.75 10/24/2023 602-49490-421990 Check Total: 723.20 Vendor: 1472 SAFETY-KLEEN CORP Check Sequence: 83 ACH Enabled: False 10/9/2023 Solvent 198.76 10/24/2023 101-43127-421600 Check Total: 198.76 Vendor: UB*01569 RICHARD & DIANE SCHAEFER REV TRUS' Check Sequence: 84 ACH Enabled: False Refund Check 45.00 09/26/2023 601-00000-202010 Check Total: 45.00 Vendor: 5791 WILLIAM SCHINDELE Check Sequence: 85 ACH Enabled: True 10/02/23 Boot Reimbursement 2023 100.00 10/24/2023 101-45201-421990 Check Total: 100.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 86 ACH Enabled: False 2398033 Resale - Liquor 2,563.73 10/24/2023 609-49750-425100 2398033 Freight 27.65 10/24/2023 609-49750-433300 2398034 Freight 8.40 10/24/2023 609-49750-433300 2398034 Resale- Wine 353.29 10/24/2023 609-49750-425300 2400610 Resale - Liquor 2,768.91 10/24/2023 609-49750-425100 2400610 Freight 22.40 10/24/2023 609-49750-433300 2400611 Freight 8.63 10/24/2023 609-49750-433300 2400611 Resale- Wine 764.52 10/24/2023 609-49750-425300 Check Total: 6,517.53 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5989 SP3,LLC Check Sequence: 87 ACH Enabled: True W-207191 Resale - Beer 541.30 10/24/2023 609-49750-425200 Check Total: 541.30 Vendor: 5506 ST MICHAEL SPINAL REHAB CENTER Check Sequence: 88 ACH Enabled: False 10/2/2023 Drug Screen - TL 70.00 10/24/2023 101-43120-431990 Check Total: 70.00 Vendor: 5848 HAYDEN STENSGARD Check Sequence: 89 ACH Enabled: True 10/9/2023 Mileage Reimbursement - MN APA Conference 106.90 10/24/2023 101-41910-433100 Check Total: 106.90 Vendor: 6306 STONEBROOKE Check Sequence: 90 ACH Enabled: False 01149.1 Comprehensive Safety Action Plan thm 9/30/23 4,520.75 10/24/2023 101-43115-431990 Check Total: 4,520.75 Vendor: 6302 STYLE CATERING Check Sequence: 91 ACH Enabled: False 10/12/2023 Manufacturers Appreciation Breakfast 2,013.28 10/24/2023 213-46301-443990 Check Total: 2,013.28 Vendor: 4413 SUNRAM CONSTRUCTION INC Check Sequence: 92 ACH Enabled: True Voucher #2 23C001 - Pay Voucher #2 - BCOL Phase 2 215,241.02 10/24/2023 404-45202-453014 Check Total: 215,241.02 Vendor: 1518 TDS TELECOM Check Sequence: 93 ACH Enabled: True 763-295-0078 TDS - Fire 234.32 10/24/2023 702-00000-432100 763-295-2005 TDS - PW 20.18 10/24/2023 702-00000-432100 Check Total: 254.50 Vendor: 4515 TELOCIN GROUP IN Check Sequence: 94 ACH Enabled: False INV 106746 Generator Repairs/Maintenance 2,407.46 10/24/2023 701-00000-431990 Check Total: 2,407.46 Vendor: 5314 THE LAKOTA GROUP INC Check Sequence: 95 ACH Enabled: True 19028.01-02 Monticello Comprehensive Plan (6/8/23 - 9/30/2 1,200.00 10/24/2023 101-41910-431990 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 16 Check Total: 1,200.00 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 96 ACH Enabled: True 71915056 Grease Fittings, Blade Bolts, Scews, Hex Nuts, I 420.01 10/24/2023 101-43127-421990 Check Total: 420.01 Vendor: 6776 TRIMARK MARLINN LLC Check Sequence: 97 ACH Enabled: False 3052863 Dishwasher IT# C62587, S/N 231254207 12,570.62 10/24/2023 226-45124-458010 3073825 Dishwasher IT# C62587, S/N 231254207 - Insta 4,886.31 10/24/2023 226-45124-458010 3126499 CM Dishwasher IT# C62587, S/N 231254207 - Insta -750.00 10/24/2023 226-45124-458010 Check Total: 16,706.93 Vendor: 1537 UHL COMPANY INC Check Sequence: 98 ACH Enabled: True 56998 Troubleshoot Sr Center Air Handler; Temp Fix 1 379.36 10/24/2023 701-00000-440100 Check Total: 379.36 Vendor: 1543 US BANK TRUST SERVICES Check Sequence: 99 ACH Enabled: False 7063138 GO Bonds 2020A Paying Agent Fee 9/1/23 - 8/3 500.00 10/24/2023 324-47000-462010 Check Total: 500.00 Vendor: 1544 US POSTAL SERVICE Check Sequence: 100 ACH Enabled: False 10/9/2023 PI 42 - UB Oct Billing (3890 pcs) (1/2) 1,056.13 10/24/2023 602-49490-432200 10/9/2023 PI 42 - UB Oct Billing (3890 pcs) (1/2) 1,056.14 10/24/2023 601-49440-432200 Check Total: 2,112.27 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 101 ACH Enabled: True 3277252 Resale - Pop, tonic, Monster 386.55 10/24/2023 609-49750-425400 3292667 Resale - Pop, tonic, club soda 361.45 10/24/2023 609-49750-425400 3292749 Resale - Pop, tonic, Monster, water 454.60 10/24/2023 609-49750-425400 Check Total: 1,202.60 Vendor: 1684 VINOCOPIA Check Sequence: 102 ACH Enabled: True 0337659 -IN Freight 5.00 10/24/2023 609-49750-433300 0337659 -IN Resale - Wine 240.00 10/24/2023 609-49750-425300 0337660 -IN Resale - Wine 96.00 10/24/2023 609-49750-425300 0337660 -IN Resale - Ginger beer 120.00 10/24/2023 609-49750-425400 0337660 -IN Freight 14.00 10/24/2023 609-49750-433300 0338189 -IN Freight 18.00 10/24/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference 0338189 -IN Resale - Liquor 112.75 10/24/2023 609-49750-425100 0338189 -IN Resale - Wine 880.00 10/24/2023 609-49750-425300 Check Total: 1,485.75 Vendor: 1555 VONCO II LLC Check Sequence: 103 ACH Enabled: False V20000076483 Street Sweeping Disposal (4.11 TN) 80.00 10/24/2023 652-49882-421990 Check Total: 80.00 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 104 ACH Enabled: True 9705 Water Testing - Sept 2023 270.00 10/24/2023 601-49440-431990 Check Total: 270.00 Vendor: 5295 WATKINS VETERINARY CLINIC PA Check Sequence: 105 ACH Enabled: False 10/9/2023 Euthenasia w/Mass Cremation (1) 206.00 10/24/2023 101-42700-431990 Check Total: 206.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 106 ACH Enabled: True 11235 Labor - Repair bad ballast, UV light on spa 180.00 10/24/2023 226-45126-440100 11235 Parts - WH7-120-H ballast, glass fuse 119.55 10/24/2023 226-45126-440100 Check Total: 299.55 Vendor: 6775 WHITE CAP, LP Check Sequence: 107 ACH Enabled: False 50023766301 (5) GAL BW Creteseal LV25 207.41 10/24/2023 101-45201-421990 Check Total: 207.41 Vendor: 1572 THE WINE COMPANY Check Sequence: 108 ACH Enabled: True 248980 Resale - Liquor 156.00 10/24/2023 609-49750-425100 248980 Resale - Wine 572.00 10/24/2023 609-49750-425300 248980 Freight 15.00 10/24/2023 609-49750-433300 Check Total: 743.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 109 ACH Enabled: False 7446167 Resale - Wine 1,733.30 10/24/2023 609-49750-425300 7446167 Freight 23.22 10/24/2023 609-49750-433300 Check Total: 1,756.52 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 110 ACH Enabled: True AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 17 Invoice No Description Amount Payment Date Acct Number Reference 200010312 Court Fines & Fees - Sept 2023 101-42100-430410 Check Total: Vendor: 5795 WRIGHT COUNTY FINANCE & TAXPAYER License 2024 2024 Tobacco License Renewal Check Sequence: 111 Check Total: Vendor: 6773 WRUCK SEWER & PORTABLE RENTAL I18134 Pumped (2) sand pumps (pool filters) Check Total: Vendor: 1584 WSB & ASSOCIATES INC R014511-000 34 Downtown Redevelopment Project - Aug 2023 R017879-000 10 23DO07 - Haven Ridge 2nd Final Plat Review -, R019573-000 19 22CO03 - School Blvd SRTS Project - Aug 2023 R021391-000 8 2023 Economic Development Services - Aug 20: R021916-000 5 2023 GIS Support Services - Aug 2023 R022080-000 8 23CO01 BCOL Phase 2 - Aug 2023 R022968-000 2 202322 - Briggs Companies Apartment Sites - A Check Total: Total for Check Run: Total of Number of Checks 4,086.13 10/24/2023 101-42100-430410 4,086.13 Check Sequence: 111 200.00 10/24/2023 609-49754-443990 200.00 Check Sequence: 112 2,400.00 10/24/2023 226-45126-440100 2,400.00 Check Sequence: 113 55.75 10/24/2023 213-46301-431990 117.50 10/24/2023 101-00000-220110 4,941.25 10/24/2023 400-43300-459024 1,577.75 10/24/2023 213-46301-431993 173.00 10/24/2023 702-00000-431990 9,834.25 10/24/2023 404-45202-453014 2.999.75 10/24/2023 101-00000-220110 19,699.25 1,157,200.93 113 The preceding list of bills payable was reviewed and approved for payment. Date: 10/23/23 Approved by: Mayor Lloyd Hilgart ACH Enabled: False ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (10/18/2023 - 2:55 PM) Page 18 City Council Agenda: 10/23/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 10/23/2023 ❑ 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 Aubree Johnson Lifeguard MCC 10/6/2023 Noah Klinker Lifeguard MCC 10/11/2023 Julie Urbatch Guest Service MCC 10/17/2023 Name Reason TERMINATING EMPLOYEES Class PT PT PT Department Effective Date Class Marie Taaffe Voluntary Liquor Store Deb Cole Voluntary Building New Hire and Terms City Council 2023: 10/18/2023 9/30/2023 PT 10/16/2023 FT City Council Agenda: 10/23/2023 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 10/23/2023 2D. Consideration of adopting Resolution 2023-88 approving donations in the amount of $300 for Monticello Fire Department general use Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 10/9/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-88 accepting donations for the Fire Department. REFERENCE AND BACKGROUND The proposed resolution is to accept two donations received for the Fire Department. The department received $100 from Dennis and Judy Suedbeck and $200 from Local Heroes Days. Both donations are to be allocated for general use. 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. Budget Impact: The donations received will be for general use by the Fire Department. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2023-88 accepting the donations. SUPPORTING DATA • Resolution 2023-88 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-88 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION/PURPOSE VALUE Dennis and Judy Suedbeck Fire Department/General $100 Use Local Heroes Days Fire Department/General $200 Use WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the purpose stated above. Adopted by the City Council of Monticello this 23rd day of October, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 10/23/2023 2E. Consideration of adopting Resolution 2023-89 approving the issuance of a lawful off- site gambling permit to the Monticello Lions Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-89 approving the issuance of a lawful off-site gambling permit for the Monticello Lions. REFERENCE AND BACKGROUND Monticello Lions Club has applied for an off-site gambling permit to conduct a raffle and bingo at the American Legion Post 260, 304 Elm Street, on November 11, 2023. To receive a permit from the State, the City must approve the application. In the past, the City has not opposed these exempt gambling license applications for charitable events. STAFF RECOMMENDED ACTION City staff recommends approval of the off-site gambling permit. SUPPORTING DATA A. Resolution 2023-89 B. Application CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-89 APPROVING AN APPLICATION FOR OFF-SITE PREMISE PERMIT FOR MONTICELLO LIONS CLUB AT MONTICELLO AMERICAN LEGION POST 260,340 ELM STREET WHEREAS, the City of Monticello has received an application for an off-site gambling permit application of the Minnesota Lawful Gambling Permit filed by Jeanne Kordell/Monticello Lions Club; and WHEREAS, the Monticello Lions Club will be conducting off-site gambling at the Monticello American Legion Post 260 on November 11, 2023; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application by the for the Monticello Lions Club to conduct off-site gambling at the American Legion Post 260, 304 Elm Street, Monticello, Minnesota on November 11, 2023. ADOPTED BYthe Monticello City Council this 23rd day of October, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk MINNESOTA LAWFUL GAMBLING LG230 Application to Conduct Off -Site Gambling 6/15 Page 1 of 2 No Fee ORGANIZATION INFORMATION Organization Name: Monticello Lions Club License Number: 01825 Address: PO Box 673 City: Monticello , MN Zip: 55362 Chief Executive Officer (CEO) Name: Michael )ones Daytime Phone: 763-248-8245 Gambling Manager Name: Jeanne Kordell Daytime Phone: 612-207-6086 GAMBLING ACTIVITY Twelve off-site events are allowed each calendar year not to exceed a total of 36 days. From 11/11/23 to 11/11/23 Check the type of games that will be conducted: F_v,Raffle Pull -Tabs ❑✓ Bingo ❑Tipboards El Paddlewheel GAMBLING PREMISES Name of location where gambling activity will be conducted: American Legion Post 260 Street address and City (or township): 304 Elm St., Monticello MN Zip: 55362 County: Wright • Do not use a post office box. • If no street address, write in road designations (example: 3 miles east of Hwy. 63 on County Road 42). Does your organization own the gambling premises? F]Yes If yes, a lease is not required. ❑✓ No If no, the lease agreement below must be completed, and signed by the lessor. LEASE AGREEMENT FOR OFF-SITE ACTIVITY (a lease agreement is not required for raffles) Rent to be paid for the leased area: $0 (if none, write "0") All obligations and agreements between the organization and the lessor are listed below or attached. • Any attachments must be dated and signed by both the lessor and lessee. • This lease and any attachments is the total and only agreement between the lessor and the organization conducting lawful gambling activities. • Other terms, if any: Lessor's Signature: Date: Print Lessor's Name: 11174�v__ CONTINUE TO PAGE 2 LG230 Application to Conduct Off -Site Gambling 6/15 Page 2 of 2 Acknowledgment by Local Unit of Government: Approval by Resolution CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township City Name: Monticello County Name: Date Approved by City Council: Date Approved by County Board: Resolution Number: Resolution Number: (If none, attach meeting minutes.) (If none, attach meeting minutes.) Signature of City Personnel: Signature of County Personnel: Title: Date Signed: Title: Date Signed: TOWNSHIP NAME: Complete below only if required by the county. Local unit of government On behalf of the township, I acknowledge that the organization is must Sign. applying to conduct gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minnesota Statutes 349.213, Subd. 2.) Print Township Name: Signature of Township Officer: Title: Date Signed: CHIEF EXECUTIVE OFFICER (CEO) ACKNOWLEDGMENT The person signing this application must be your organization's CEO and have their name on file with the Gambling Control Board. If the CEO has changed and the current CEO has not filed a LG200B Organization Officers Affidavit with the Gambling Control Board, he or she must do so at this time. I have read this application, and all information is true, accurate, and complete and, if applicable, agree to the lease terms as stated in this application. Signature of CEO (must be CEO's signature; designee may not sign) Date Mail or fax to: No attachments required. Minnesota Gambling Control Board Suite 300 South Questions? Contact a Licensing Specialist at 651-539-1900. 1711 West County Road B Roseville, MN 55113 Fax: 651-639-4032 This publication will be made available in alternative format (i.e. large print, braille) upon request. Data privacy notice: The information requested on this form (and any If the Board does not issue a permit, all information provided remains attachments) will be used by the Gambling Control Board (Board) to private, with the exception of your organization's name and address which determine your organization's qualifications to be involved in lawful will remain public. gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply Private data about your organization are available to: Board members, this information, the Board may not be able to determine your Board staff whose work requires access to the information; Minnesota's organization's qualifications and, as a consequence, may refuse to issue a Department of Public Safety; Attorney General; commissioners of permit. If your organization supplies the information requested, the Board Administration, Minnesota Management & Budget, and Revenue; will be able to process your organization's application. Legislative Auditor; national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies Your organization's name and address will be public information when specifically authorized by state or federal law to have access to the received by the Board. All other information provided will be private data information; individuals and agencies for which law or legal order about your organization until the Board issues the permit. When the authorizes a new use or sharing of information after this notice was given; Board issues the permit, all information provided will become public. and anyone with your written consent. An equal opportuity employer Consent Form Organization A listed below consents to Organization B conducting electronic: ,-m',"inn a•id;+ "r b_ir bingo at the premises. Organization A: Organization B*: I Name and Address of Permitted Premises: t E` (k-2 Premises Permit Number; f64? 1, Effective Date of Consent: �f/tl �3 Circle One or Both: Electronic Pull -Tabs and/or &Ego Name Date: ,/p Q` /A, �1L/j, 2? — --- t Organization B: Provide the sign„ ed writ ten cc isemc r -a the Garnbling Control Board with your premises permit application. This form is provided for convenience, but any written consent is accepted, Minnesota Gambling Control Board 711115.4 City Council Agenda: 10/23/2023 2F. Consideration of adopting Ordinance 813 amending the fee schedule to adjust urn vase fee Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: PW Administrative Assistant City Administrator ACTION REQUESTED Motion to adopt Ordinance 813 amending the fee schedule to adjust fee for urn vase. REFERENCE AND BACKGROUND The fee schedule is typically updated annually; however, periodically fees must be adjusted throughout the year. The Fee Schedule is proposed to be updated by amending the urn vase fee under Cemetery fees: • Urn Vase - ; $100 per urn vase I. Budget Impact: Minimal impact for adopting the ordinance. II. Staff Workload Impact: Minimal administrative time to update the ordinance. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend approving the Ordinance to amend the fee schedule by adjusting urn vase fee. SUPPORTING DATA • Draft Ordinance ORDINANCE NO. 813 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 36 - THE 2023 FEE SCHEDULE, CEMETERY FEES THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: Section 1. The Fee Schedule of the Monticello City Code shall be amended as follows: CEMETERY Urn Vase $80$100 Section 2. This Ordinance shall become effective immediately upon its passage according to law. Adopted by the City Council of the City of Monticello this 23rd day of October, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: City Council Agenda: 10/23/2023 2G. Consideration of approving an amendment to the construction agreement between Wright County and the City for improvements to West Broadway Street Prepared by: Meeting Date: ® Consent Agenda Item PW Director/City Engineer 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director ACTION REQUESTED Motion to approve an amendment to the construction agreement between Wright County and the City for improvements on County State -Aid Highway 75. PREVIOUS COUNCIL ACTION November 14, 2022: Approved construction agreement between Wright County and the City of Monticello. REFERENCE AND BACKGROUND The City and County entered into an agreement to combine Wright County's pavement preservation project along Broadway Street with the City's Downtown Roadway and Pedestrian Improvements Project. Since the original adoption of the agreement further discussion has occurred on pedestrian enhancements at the Walnut Street, Locust Street, and Otter Creek Road intersections with Broadway Street. These intersections are proposed to have pedestrian activated rectangular rapid flashing beacon, RRFB, warning systems. Walnut Street is proposed to have an overhead system with the other two intersections having post mounted systems. Budget Impact: Per the updated agreement Wright County will reimburse the City for 50% of the material/installation cost of the RRFB systems and future maintenance costs will be shared at 50% for these systems as well. The three RRFB locations are included in the current construction contract. II. Staff Workload Impact: Staff time impact will consist of project management for these systems. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan includes a strategy for the implementation of "traffic management measures and streetscape design City Council Agenda: 10/23/2023 techniques to reduce truck speeds through Downtown, improve the pedestrian experience and incorporate design techniques that emphasize safety, access and mobility throughout the Downtown." The proposed RRFB systems support this strategy. STAFF RECOMMENDED ACTION City staff recommends approval of the amendments to this agreement. SUPPORTING DATA A. Amendment to Agreement No. 22-53 B. Agreement no. 22-53 JNT Y v �2 = M X855 Wright County Highway Department 3600 Braddock Ave NE Buffalo, MN 55313 Phone: (763)682-7383 Email: HwyAdmin@co.wright.mn.us VIRGIL HAWKINS, P.E. Highway Engineer CHAD HAUSMANN, P.E. Assistant Highway Engr. PATSY WAYTASHEK Highway Accountant NATE HELGESON Maintenance Superintendent BRIAN JANS Shop Maintenance Superintendent JEREMY CARLSON, P.L.S. Right -of -Way Agent SARA BUERMANN, P.E. Traffic Engineer KEVIN JOHNSON Construction Engineer NICK CARLSON Design Engineer MEMO OF UNDERSTANDING Amendment to Agreement No. 22-53 Between: the City of Monticello, hereafter called the "city", and the County of Wright, hereafter called the "county", WHEREAS; The City and County entered into Agreement No. 22-53 (copy attached) regarding county pavement preservation and city utility, streetscape, and pedestrian improvements along CSAH 75 (West Broadway St.) in Monticello, from 500' east of Jerry Liefert Dr. to T.H. 25; and The City and County have discussed at a staff level the desire to enhance the Crosswalks located at the intersections of CSAH 75 (Broadway W) and Walnut St., Locust St and Otter Creek Rd. as part of the project; and The city has requested to install a pedestrian activated Rectangular Rapid Flash Beacon (RRFB) warning system at the above referenced crossings. The intersections of Walnut St. will be an overhead mounted system with 4 assemblies (one each side and two overhead) and the other two will be post mounted systems with 3 assemblies (each side and in the center median); and The City and County have discussed at a staff level the desire to extend the existing two-way left turn lane on CSAH 75 (Broadway W.) further west to Prairie Pine Court. IT IS HEREBY AGREED AND MUTUALLY UNDERSTOOD THAT; 1. The city will provide specifications, obtain cost proposals, inspect and observe the installation of the RRFB systems. The city will initiate the coordination & installation of these systems. 2. The marked crosswalks are considered authorized marked crosswalks and are subject to the Wright County Marked Crosswalk Policy, amended March 27, 2018. 3. In accordance with the County's Cost Participation Policy, adopted May 6, 2014, and revised September 20, 2022; the county will share in the initial cost of the material/installation at a 50% cost for the RRFB systems. The pedestrian activated RRFB will be solar powered. 4. In accordance with the County's Cost Participation Policy, the county will share future maintenance cost at 50%, with the city sharing equally at 50% maintenance cost. An Equal Opportunity Employer-www.co.wright.mn.us/189/Highway 5. Upon completion, the pedestrian activated RRFB systems shall become property of the city which includes sole responsibility for maintenance (subject to reimbursement by the county of 50% of future maintenance costs). 6. The County will pay 100% of the grading and base cost associated with the widening of CSAH 75 at Otter Creek Rd to extend the two way center left turn lane. 7. No work described herein will begin until this MOU/Amendment has been signed by all parties. IN TESTIMONY WHEREOF the parties have duly executed this amendment by their duly authorized officers and caused their respective seals to be hereunto affixed. COUNTY OF WRIGHT Recommended for Approval: CITY OF MONTICELLO Recommended for Approval: County Engineer City Engineer APPROVED: APPROVED: Chair, County Board County Administrator Date Mayor City Administrator Date AGREEMENT NO. 26-53 22-53 WRIGHT COUNTY DEPARTMENT OF HIGHWAYS FUNDING PARTICIPATION AND CONSTRUCTION AGREEMENT BETWEEN THE COUNTY OF WRIGHT and THE CITY OF MONTICELLO For CONSTRUCTION OF IMPROVEMENTS FOR: PAVEMENT PRESERVATION, PEDESTRIAN, STREETSCAPE, AND UTILITY IMPROVEMENTS ON County State Aid Highway (CSAR) 75 — (Broadway Street West) November 1, 2022 COOPERATIVE AGREEMENT THIS AGREEMENT made and entered into by and between the County of Wright, Minnesota, acting by and through its County Board of Commissioners hereinafter referred to as the "County" and the City of Monticello, Minnesota, acting by and through its City Council, hereinafter referred to as the "City" WITNESSETH: WHEREAS, The County is planning a pavement preservation project in 2023 along CSAH 75 (Broadway Street West) in Monticello, from 500' east of Jerry Liefert Dr. to T.H. 25; and The City is planning utility, streetscape, and pedestrian improvements along this same segment of CSAH 75 (Broadway Street West); and The County and City have coordinated the respective improvements to be completed as part of one contract for the mutual benefit of each agency and the public; and WHEREAS, the County's Cost Participation Policy, Revised 9/20/2022 (copy attached), will govern for all items not specifically covered by this agreement; and NOW THEREFORE, IT IS MUTUALLY AGREED AND UNDERSTOOD THAT: Article 1 The City is planning utility, streetscape, and pedestrian improvements along CSAH 75 (Broadway Street West) for the 2023 construction season. Article 2 The County's Five -Year Construction Plan, Year 2023, includes new pavement along Highway 75 (Broadway Street West) in Monticello, from 500' east of Jerry Liefert Dr. to T.H. 25 (1.4 miles). Article 3 The City will take the lead on having plans & specifications prepared for pavement, streetscape, pedestrian, and utility improvements along CSAH 75 (Broadway Street West) and provide these plans & specifications to the County for review and approval prior to letting as a City contract. The City shall prepare a cost estimate, with the city/county cost share splits, at the time that the plans and specifications are sent to the County for review. The pavement improvements shall be governed by the 2020 MnDOT Standard Specifications for construction. The engineering, inspection, testing, and construction staking, and all other tasks associated with the project will be completed by the City and/or their designee. The county will participate in the following costs and all other costs will be paid by the City. 2 The County will fund the following on this City contract: • Pavement Preservation o Removal and replacement of the bituminous mix from curb to curb o Pavement markings o %: the cost for ADA compliant pedestrian ramps o Mobilization & traffic control pro -rated to the county's share o Engineering reimbursement per the schedule in article 4 of this Agreement The City will fund the following: • All remaining work on the contract, including but not limited to: o Any/all curb or sidewalk replacement not impacted by the pavement preservation project o % the cost for ADA compliant pedestrian ramps o Iron adjustments (gate valves, manholes, storm inlets, etc.) o All excavation below the bottom of the existing pavement, including removing/replacing aggregate base o All utility improvement work o All streetscape improvement work o Mobilization & traffic control pro -rated to the City cost share items Article 4 Upon approval of this Agreement by the County and the City, the County will reimburse the City for engineering design and construction services for the County's portion of the project based upon the following table. The final reimbursement will be computed using the appropriate % below times the County's portion only of the final contract construction cost. The County will forward reimbursement to the City within 30 days of receipt of an invoice from the City. From $ 0 thru $250,000 Over 250,000 thru 500,000 Over 500,000 thru 1,000,000 Over 1,000,000 thru 2,000,000 Over 2,000,000 thru Indefinite Article 5 up to 18% of County's Portion up to 16% of County's Portion up to 14% of County's Portion up to 12% of County's Portion up to 11% of County's Portion The City shall be responsible for all field inspection of materials (Including required testing at intervals outlined in the latest MnDOT State Aid for Local Transportation Materials Control Schedule, which must be included in the project proposal), quantities, and contractor performance for the County's portion of the work. The City will forward testing results, per the MnDOT Materials Control Schedule, to the county for their records/files. Costs for testing for County construction items is included in the engineering reimbursement detailed in Article 4 of this Agreement. Testing/acceptance for all other non -County items in the contract are the responsibility of the City. Article 6 The City agrees to conduct public outreach for the project that will include, but not be limited to the following: • Advance notice to the public of the utility, streetscape, pedestrian and pavement improvements and any detour route (if applicable) • Ongoing communication with the public throughout the duration of the project to address concerns with access, detour route (if needed) and project related concerns, etc. • A central point of contact representing the city that issues can be directed to for the duration of the time that CSAH 75 (Broadway Street West) improvements are underway • Coordination with the local postmaster and residents to ensure that mail service is maintained during the project Article 7 Upon award of the City contract the City will invoice the County for 95% of the amount of the County's cost share. The County will forward this amount to the City within 60 calendar days from the date of the invoice. The remaining amount of the County's share of the work will be invoiced by the City upon completion of the work. Article R The City will make partial payments and final payment to the contractor in accordance with MnDOT specifications and the timelines per current state statute. Article 9 The City will complete a Right -of -Way (R/W) Permit application for the utility work that is located within the County State Aid Highway (CSAH) 75 right-of-way. The Permit application will be sent in along with the utility plans and specifications. The County will waive the permit fee for these utility improvements. Article 10 The County will only be responsible for all associated maintenance and future repairs of the pavement improvements included in the project and not any other aspects of the work. The City will be responsible for ownership, maintenance and repairs/remedy of all other aspects of the work included in the project. Article 11 The City shall indemnify, save and hold harmless the County and all its agents and employees of any form against all claims, demands, actions or causes of action of whatever nature or character arising out of or because of the execution or performance of the work provided for herein to be performed by the City. The County shall indemnify, save and hold harmless the City and all its agents and employees of any form against all claims, demands, actions or causes of action of whatever nature or character arising out of or because of the execution of performance of the work provided for herein to be performed by the County. Article 12 It is further agreed that any and all full-time employees of the County and all other employees of the County engaged in the performance by any work or services required or provided for herein to be performed by the County shall be considered employees of the County only and not of the City and that 0 any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the County. It is further agreed that any and all full-time employees of the City and all other employees of the City engaged in the performance by any work or services required or provided for herein to be performed by the City shall be considered employees of the City only and not of the County and that any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said City employees which so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the City. Article 13 Before this agreement shall become binding and effective it shall be approved by the City of Monticello and it shall also be approved by the County Board and such other officers as law may provide. IN TESTIMONY WHEREOF the parties have duly executed this agreement by their duly authorized officers and caused their respective seals to be hereunto affixed. COUNTY OF WRIGHT CITY OF MONTICELLO Recommended for Approval: Recommended for Approval: Virgil Hawkins cn=Virgil Hawkins, o=Wright County Highway Department, ou, email=virgil hawkins@co.wright.mn.us, c=US 2022.12.21 4:39:34-06'00' County Engineer City Engineer C�4 Chair, County Board County Administrator G. 26-_z Coutttorrney Ity[o3 Date PPR D 7�1 / J �\Maw 1 City Attorney Date Attachment to Agreement No. 20-53 AMENDED COST PARTICIPATION POLICY (Revised September 20, 2022) Applicable to Cooperative Highway Projects between Wright County and Municipalities. Original Policy adopted by the Wright County Board of Commissioners on March 23, 1993. Adopted by the Wright County Board of Commissioners on May 6, 2014. A. Construction Cost Share — Conventional Project (Projects programmed in the County 5 -year CIP.) Project Items Right of Way Retaining Walls/ Retaining Walls in lieu of right of way Clearing and Grubbing Grading Aggregate Base and Surfacing Parking Lanes on 4 -lane or 6 -lane highway Storm Sewer System and Ponds/Treatment Basins Culverts Concrete Sidewalk and Pedestrian Ramps Concrete Curb and Gutter Concrete Median and Median Curb Concrete Driveway Entrances (Apron) Municipal Utility Adjustment or Construction Roundabouts Traffic Control Signal Systems Rural Intersection Street Lighting Decorative/Urban Street Lighting Bridges Trails & Bikeways along county highway Trail/Bikeway Underpass/Overpass Landscaping & Aesthetic Treatments Mailbox Supports (meeting swing -away standards) Hiqhwav Siqns Electronic/Specialty Signs Noise Walls Mobilization Erosion Control Traffic Control Engineering Services Federal Cost Sharing Other items County Share Based on Scopi 50% 100% 100% 100% 0% %age of Contributing Flow 100% 0% 50% 100% 100% 0% 100% 0% 100% 0% 0% 0% 100% 100% 50% By Negotiation Pro -rated by const. share Pro -rated by const. share Pro -rated by const. share Pro -rated by const. share Pro -rated By Negotiation Municipality Share Based on Scope 50% 0% 0% 0% 100% %age of Contributing Flow 0% 100% 50% 0% 0% 100% 0% 100% 0% 100% 100% 100% 0% 0% 50% By Negotiation Pro -rated by const. share Pro -rated by const. share Pro -rated by const. share Pro -rated by const. share Pro -rated By Negotiation Note 1 2 3 4 5 10 10 11 12 13 14 14, 15 16 17 18 19 Conventional Project Notes 1. Includes permanent and temporary easements needed for projects on the existing county highway system or newly established or dedicated county highway system including the property needed for storm water treatment basins and wetland mitigation sites. Municipalities are responsible to pay R/W needed for added amenities (parking lane on 4 or 6 lane highways, sidewalk, trails, etc.) 1 2. Includes grading and removal items. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 3. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 4. Parking lane/shoulder on 2 lane highways, per State Aid standards, will be 100% County cost. Includes grading, base and surfacing. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 5. Includes catch basins, manholes, storm sewer pipes, outlet structures, grit chambers, and water quality and rate control ponds/basins. The county share is based on the ratio of contributing flow from the right of way to the total contributing flow. After construction of storm sewer system on a county highway, it will be the responsibility of the municipality to maintain the system, ponds/treatment basins. 6. Existing sidewalk/pedestrian ramps impacted by the highway construction will be replaced by the county to meet current ADA standards. Municipality is responsible for ownership and maintenance of sidewalk. Pedestrian ramps that are existing and within the R/W of a highway construction project, but not directly impacted, will be replaced to meet the most current ADA standards, per the Wright County ADA Pedestrian Facilities Transition Plan for County Highway Rights of Way, dated October 2017. The county will participate in funding the pedestrian ramp replacements at 50%. 7. Existing curb and gutter impacted by the highway construction will be replaced in kind by the county. Municipality is responsible for ownership and maintenance of curb & gutter. 8. The county pays for standard median design which is plain concrete. If a municipality requests decorative/landscaped median the municipality pays the additional cost above the cost of a standard median, including future maintenance. 9. Concrete aprons are installed at locations determined by the county. Driveways beyond the apron are constructed in-kind. 10. Applies to new and replacement traffic signal systems/roundabouts. Includes all components that make up a permanent warranted traffic control signal system or roundabout, including Emergency Vehicle Pre-emption (EVP) system (signal system), street lighting, steel poles and mast arms (signal system) installed at an intersection of a county highway and public roadway (including county highway to county highway intersections). The county pays 0% of a signal system or roundabout at a private access/road. The municipality pays 100% of the electrical power costs to the traffic signal/roundabout once construction is complete. 11. Designed to light an intersection for traffic safety purposes. Locations will be determined by the county, and follow the County's current Rural Street Lighting Policy (45 mph or greater). 12. Decorative type and/or corridor lighting along the highway. 13. Applies to Bridges under the County's jurisdiction. Any special/added decorative treatments or amenities above State Aid Standards requested by municipalities will be 100% municipality cost, including any added R/W needed. 14. Applies to trails/bikeways constructed with county highway projects, within county highway right-of-way, only. Stand alone trail/bikeway projects are handled separately. Applies to all costs associated with trail including but not limited to: drainage, base, surfacing, pedestrian ramps, wetland mitigation due to trail impacts and additional right way needed for the trail. The county will only participate in funding trails/bikeways by covering the cost of grading the trail with the overall grading included in the highway reconstruction project. Additional county funding for regional trails (as identified in the Wright County Trail & Bikeway Plan) may be possible subject to availability of County Park funds (grants, etc.). Existing trails/bikeways impacted by the highway construction will be replaced in kind, at county cost, including any wetland impacts or R/W needed. 15. Underpasses spanning 10 feet or more are considered bridges and will be added to the county bridge safety inspection program. Municipalities owning/maintaining the bridges will be responsible for reimbursing the County for the safety inspection costs. 16. Landscaping & Aesthetic items that do not serve a specific transportation use such as streetscaping, median plantings, decorative railing, ornamental fencing etc. All approved median plantings require irrigation. 17. Design/installation will be subject to approval of the County, and a separate agreement will be needed between the County & Municipality, on a case-by-case basis. Municipality requesting specialty/dynamic signing will be responsible for power costs. Maintenance will be 50% each for County and Municipality. 18. Additional costs for decorative noise walls will be the responsibility of the requesting agency. 19. Federal cost share example: If the municipality's Federally eligible cost participation items amount to 25% (based on county policy) of the overall Federally eligible costs —then available Federal funds would be applied to that cost share at 25%. 2 B. Construction Cost Share — Development Driven Project (Projects not programmed in the County 5 -year GIP) Project Items County Share Municipality Share Note Right of Way 0% 100% 1 Retaining Wall in lieu of right of way 0% 100% 1 Clearing and Grubbing 0% 100% 1 Grading 0% 100% 1 Aggregate Base and Surfacing 0% 100% 1 Parking Lanes on 4 -lane or 6 -lane road 0% 100% 1 Storm Sewer and Ponds/Treatment Basins 0% 100% 1 Culverts 0% 100% 1 Concrete Sidewalk 0% 100% 1 Concrete Curb and Gutter and Pedestrian Ramps 0% 100% 1 Concrete Median and Median Curb 0% 100% 1 Concrete Driveway Entrances (Apron) 0% 100% 1 Municipal Utility Adjustment or Construction 0% 100% 1 Roundabouts 0% 100% 1 Traffic Signals 0% 100% 1 Intersection Lighting 0% 100% 1 Street Lighting 0% 100% 1 Bridges 0% 100% 1 Trails along county highway 0% 100% 1 Pedestrian Underpass/Overpass 0% 100% 1 Landscaping 0% 100% 1 Aesthetic Treatments 0% 100% 1 Highway Signs 0% 100% 1 Electronic/Specialty Signs 0% 100% 1 Noise Walls 0% 100% 1 Mobilization 0% 100% 1 Erosion Control 0% 100% 1 Traffic Control 0% 100% 1 Engineering Services 0% 100% 1 Other items 0% 100% 1 Development Driven Project Note 1. Development Driven Projects are projects that are not currently programmed in the county 5 -Year C.I.P. and due to the nature of the development(s) require improvements to the county highway system are necessary for safety/capacity/access due to imminent development or to stimulate development. Lacking an agreement stating otherwise between the county & municipality, the county would participate in costs to improvements to the county highway system that are necessary for safety/capacity/access due to a development driven project as shown in section B above. Access to the county highway system, due to development, will be based on an Agreement/Access Permit between the county & municipality that spells out the necessary improvements needed to the county highway system (based upon an independent traffic study at no cost to the county). 3 C. Maintenance - Maintenance of county highways constructed under this policy will be as follows unless specified differently in a separate maintenance agreement. This Maintenance Policy will apply to both Conventional Projects and Development Driven Projects. 1. The county is responsible for maintenance of the county highway between curbs or between outside edges of shoulders. This includes but is not limited to snow and ice control, patching, crack sealing, seal coating, pavement rehabilitation, shouldering, pavement markings (excluding crosswalks) and sign replacement. In addition, the county is responsible for routine maintenance outside the edge of shoulder and within the right of way of a rural county highway. The county may enter into agreements with municipalities to perform highway maintenance. 2. The municipality is responsible for maintenance of the boulevard, landscaped median, trees, shrubs, irrigation systems, sidewalk, pedestrian ramps, retaining walls, steps, aesthetic treatments, and other urban appurtenances within the right-of-way of an urban county highway. The county is responsible for standard concrete medians. 3. The county is responsible for maintenance of bridges and culverts on the county route. 4. The municipality is responsible for maintenance of its utilities and storm sewer systems including detention/treatment basins. Costs to replace elements of storm sewer systems will be shared at the same percentage as the original installation. 5. The county is responsible for maintaining roundabouts on the county route with the exception of island landscaping and aesthetic treatments which are the responsibility of the municipality. 6. Unless stipulated by special agreement, the county will own and is responsible for maintaining traffic signal systems (with the exception of the attached lighting) at county highway intersections with local public roadways and private streets. The municipality is responsible for maintaining the signal lighting and the electrical power to the signal system. The cost to modify, update or completely reconstruct the signal system will be shared at the same percentage as the original installation. 7. The maintenance responsibility for street lighting shall be in accordance with the current County Rural Street Lighting Policy. 8. The municipality is responsible for the maintenance of decorative/corridor street lights. 9. The municipality is responsible for maintaining municipality owned trails/bikeways within the county highway right-of-way. Costs for major rehabilitation or replacement will be shared at the same percentage as the original installation, as governed by the Wright County Trail & Bikeway Plan. 10. The municipality is responsible for maintaining pedestrian underpasses and overpasses. 11. The municipality is responsible for maintaining marked crosswalks along county routes, in accordance with the County's marked crosswalk policy. 12. The county is responsible for maintaining highway signs. 13. The county is responsible for maintaining electronic/specialty signs. The costs of maintenance will be shared at the same percentage as the original installation. 14. Maintenance of noise walls is the responsibility of the agency paying for the initial installation. C! City Council Agenda: 10/23/2023 2H. Consideration of approving a funding and construction agreement between Wright County and the City of Monticello for improvements on CSAH 75, Broadway Street East Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director ACTION REQUESTED Motion to approve a funding and construction agreement between Wright County and the City of Monticello for improvements to County State -Aid Highway 75, Broadway Street East. PREVIOUS COUNCIL ACTION April 24, 2023: Approved preparation of a feasibility study and approved a contract with Hakanson Anderson for engineering services in the amount of $253,000. REFERENCE AND BACKGROUND Wright County is planning a pavement reconditioning project in 2024 along CSAH 75 (Broadway Street East) from MN Trunk Highway 25, Pine Street, to the CSAH 39/18, Fenning Avenue, intersection. During the County's project, the City is proposing to include additional items to the scope, including: • Replacing failing concrete sidewalk sections. • Upgrading non -turf center median islands consistent with project currently under design on the section of Broadway west of Hwy 25. Landscaping is expected to include a combination of hardscape and vegetative landscaping with the installation of irrigation for each island area. • Adding enhanced pedestrian crossings at the intersections of Broadway Street and Cedar Street and Broadway Street and Wright Street. • Adding a concrete sidewalk on the north side of Broadway between the signal at CentraCare hospital entrance towards Hart Boulevard to the east. Adding a sidewalk along the easterly edge of the hospital parking, crossing Hart Boulevard and connecting to the riverwalk trail. City Council Agenda: 10/23/2023 • Adding a paved trail on the north side of Broadway Street between Hart Boulevard and Fenning Avenue. • Adding boulevard trees and a drip irrigation system between the Monticello Middle School and Fenning Avenue. • Replacing manhole castings and rings and gate valve covers as needed throughout the project area. Wright County's original scope included installing concrete pavement for this section of Broadway Street East. Since concrete has a lengthy life before needing to be replaced, the City originally planned to replace sewer mains and associated laterals during the project to limit having to disrupt the concrete in the future for utility work. However, the scope has changed to use asphalt instead of concrete. Due to this change, replacing the sewer mains and laterals is no longer planned to be included. The project is currently under design and is expected to be bid in late 2023 or early 2024. Construction is anticipated to begin after the Highway 25 Mississippi River Bridge Resurfacing project. The bridge resurfacing project is anticipated to start in the spring of 2024 with a completion date in mid-July. Future contracts for construction and material testing are anticipated for this project. Budget Impact: The agreement indicates that Wright County will pay for their share of the design and construction for project improvements, up to 11% of the construction contract for design. II. Staff Workload Impact: Staff time impact will consist of project management. III. Comprehensive Plan Impact: The Monticello 2040 Comprehensive Plan includes both policy and strategy statements for collaboration with Wright county to meeting the community's transportation needs, including "Participate as an active partner in the Wright county 5 -year Transportation Plan and Wright County pathway planning to ensure Monticello's roadway and pathway needs are met. This partnerships with other agencies is for the benefit of residents and other users. STAFF RECOMMENDED ACTION City staff recommend approval of the funding and construction agreement. SUPPORTING DATA A. Draft Funding and Construction Agreement B. Wright County Cost Participation Policy AGREEMENT NO. 23-54 JNT Y = m d. O 2� .dy 7855 WRIGHT COUNTY DEPARTMENT OF HIGHWAYS FUNDING PARTICIPATION AND CONSTRUCTION AGREEMENT BETWEEN THE COUNTY OF WRIGHT and THE CITY OF MONTICELLO For CONSTRUCTION OF IMPROVEMENTS FOR: PAVEMENT PRESERVATION, PEDESTRIAN, STREETSCAPE, AND UTILITY IMPROVEMENTS ON County State Aid Highway (CSAH) 75 — (Broadway Street East) SAP 086-675-020 September 27, 2023 COOPERATIVE AGREEMENT THIS AGREEMENT made and entered into by and between the County of Wright, Minnesota, acting by and through its County Board of Commissioners hereinafter referred to as the "County" and the City of Monticello, Minnesota, acting by and through its City Council, hereinafter referred to as the "City". WITNESSETH: WHEREAS, The County is planning a reconditioning project in 2024 along CSAH 75 (Broadway Street East) in Monticello, from MN Trunk Highway 25 to the CSAH 39/18 intersection; and The City is planning utility, streetscape, median hardscape/landscaping/irrigation, and pedestrian/lighting improvements along this same segment of CSAH 75 (Broadway Street East); and The County and City have coordinated the respective improvements to be completed as part of one contract for the mutual benefit of each agency and the public; and WHEREAS, the County's scope of work for this project is Reconditioning (replace 2" to 3" of the existing bituminous pavement with 2"- 3" of new bituminous pavement, and associated ADA Improvements) so the County's cost participation will be limited to those items specifically covered in this agreement. The County's Cost Participation Policy, Revised 9/20/2022 (copy attached), will not apply for any items not specifically covered by this agreement. Any items not specifically covered by this agreement will be paid for by the City; and NOW THEREFORE, IT IS MUTUALLY AGREED AND UNDERSTOOD THAT: Article 1 The City is planning utility, streetscape, median hardscape/landscaping/irrigation, and pedestrian/lighting improvements along CSAH 75 (Broadway Street East) for the 2024 construction season. Article 2 The County's Five -Year Construction Plan, Year 2024, includes new pavement along Highway 75 (Broadway Street East) in Monticello, MN Trunk Highway 25 to the CSAH 39/18 intersection (approx. 1.4 miles). Article 3 The City will take the lead on having plans & specifications prepared for pavement reconditioning, utility, streetscape, median hardscape/landscaping/irrigation, and pedestrian/lighting improvements along CSAH 75 (Broadway Street East) and provide these plans & specifications to the County for review and approval prior to letting as a City contract. The City shall prepare a cost estimate, with the city/county cost share splits, at the time that the plans and specifications are sent to the County for review. The city will invite county staff to take part in the design meetings for the project where the exact depth of pavement milling (removal), and replacement will be determined. The pavement construction will be completed prior to October 1, 2024, and this deadline will be indicated in the project manual special conditions. 2 The pavement improvements shall be governed by the 2020 MnDOT Standard Specifications for construction. The engineering, inspection, testing, and construction staking, and all other tasks associated with the project will be completed by the City and/or their designee. The county will participate in the following costs and all other costs will be paid by the City. The County will fund the following on this City contract: • Pavement Preservation o Milling (removal) of 2" to 3" of existing bituminous pavement from curb to curb o Placement of 2" to 3" of new bituminous pavement from curb to curb. o Pavement markings o % the cost for ADA compliant pedestrian ramps o Mobilization & traffic control pro -rated to the county's share o Engineering reimbursement (per Article 4) o % the cost for one pedestrian crosswalk flasher system The City will fund the following: All remaining work on the contract, including but not limited to: o Any/all curb or sidewalk replacement not impacted by the pavement preservation project (not impacted/removed for the ADA compliant ramp work) o % the cost for ADA compliant pedestrian ramps o Iron adjustments (gate valves, manholes, storm inlets, etc.) o All excavation below the bottom of the existing pavement due to utility work, including removing/replacing aggregate base. o All utility improvement work o All streetscape improvement work o All median hardscape/landscaping/irrigation work o All pedestrian sidewalk & trail/lighting improvements o All other costs not specifically covered in this agreement. Article 4 The City has hired Hakanson Anderson, Inc. to provide professional engineering services for the design and construction inspection of this project for a not -to -exceed amount of $253,000. The county will reimburse the City for engineering in the amount of 11% of the County's construction share of the project, but no more than the county's pro -rated share of the county's construction cost applied to the consultant contract of $253,000. It is recognized that both the City and County have administrative/staff costs for this project and those costs will be borne by each agency in a mutual collaboration effort for the project. Upon approval of this Agreement by the County and the City, the County will reimburse the City in the amount of $50,000 for engineering. The city shall invoice the county for this amount for professional engineering services, and the county shall make payment within 45 days of receipt of the invoice. Upon award of the contract by the City, with concurrence from the County, the City will invoice the County for 95% of the engineering reimbursement (minus the $50,000 amount already invoiced when the Agreement was approved). The city will invoice the county for their remaining 5% share of the engineering reimbursement fees upon final completion of the contract by the city. The county will make payment to the city within 45 days of receipt of the invoice. Article 5 The City shall be responsible for all field inspection of materials (Including required testing at intervals outlined in the latest MnDOT State Aid for Local Transportation Materials Control Schedule, which must be included in the project proposal), quantities, and contractor performance for the County's portion of the work. The City will forward testing results, per the MnDOT Materials Control Schedule, to the county for their records/files. Costs for testing for County construction items is included in the engineering reimbursement detailed in Article 4 of this Agreement. Testing/acceptance for all other non -County items in the contract are the responsibility of the City. Article 6 The City agrees to conduct public outreach for the project that will include, but not be limited to the following: • Advance notice to the public of the utility, streetscape, pedestrian and pavement improvements and any detour route (if applicable) • Ongoing communication with the public throughout the duration of the project to address concerns with access, detour route (if needed) and project related concerns, etc. • A central point of contact representing the city that issues can be directed to for the duration of the time that CSAH 75 (Broadway Street East) improvements are underway. • Coordination with the local postmaster and residents to ensure that mail service is maintained during the project. Article 7 Upon award of the City contract the City will invoice the County for 95% of the amount of the County's construction cost share. The County will forward this amount to the City within 60 calendar days from the date of the invoice. The remaining amount of the County's share of the work will be invoiced by the City upon completion of the work. Article 8 The City will make partial payments and final payment to the contractor in accordance with MnDOT specifications and the timelines per current state statute. Article 9 The City will complete a Right -of -Way (R/W) Permit application for all work that is located within the County State Aid Highway (CSAH) 75 right-of-way. The Permit application will be sent in along with the plans and specifications. The County will waive the permit fee for the improvements. Article 10 The County will only be responsible for all associated maintenance and future repairs of the pavement improvements included in the project and not any other aspects of the work. The City will be responsible for ownership, maintenance and repairs/remedy of all other aspects of the work included in the project. Article 11 The City shall indemnify, save and hold harmless the County and all its agents and employees of any form against all claims, demands, actions or causes of action of whatever nature or character arising out of or because of the execution or performance of the work provided for herein to be performed by M the City. The County shall indemnify, save and hold harmless the City and all its agents and employees of any form against all claims, demands, actions or causes of action of whatever nature or character arising out of or because of the execution of performance of the work provided for herein to be performed by the County. Article 12 It is further agreed that any and all full-time employees of the County and all other employees of the County engaged in the performance by any work or services required or provided for herein to be performed by the County shall be considered employees of the County only and not of the City and that any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the County. It is further agreed that any and all full-time employees of the City and all other employees of the City engaged in the performance by any work or services required or provided for herein to be performed by the City shall be considered employees of the City only and not of the County and that any and all claims that may or might arise under Workmen's Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said City employees which so engaged on any of the work or services provided to be rendered herein shall be the sole obligation and responsibility of the City. Article 13 Before this agreement shall become binding and effective it shall be approved by the City of Monticello and it shall also be approved by the County Board and such other officers as law may provide. IN TESTIMONY WHEREOF the parties have duly executed this agreement by their duly authorized officers and caused their respective seals to be hereunto affixed. COUNTY OF WRIGHT Recommended for Approval: County Engineer APPROVED: Chair, County Board County Administrator CITY OF MONTICELLO Recommended for Approval: City Engineer APPROVED: Mayor City Administrator Date Date 5 AMENDED COST PARTICIPATION POLICY (Revised September 20, 2022) Applicable to Cooperative Highway Projects between Wright County and Municipalities. Original Policy adopted by the Wright County Board of Commissioners on March 23, 1993. Adopted by the Wright County Board of Commissioners on May 6, 2014. A. Construction Cost Share — Conventional Project (Projects programmed in the County 5 -year CIP.) Project Items County Share Municipality Share Note Right of Way Based on Scope Based on Scope 1 Retaining Walls/ Retaining Walls in lieu of right of way 50% 50% Clearing and Grubbing 100% 0% Grading 100% 0% 2 Aggregate Base and Surfacing 100% 0% 3 Parking Lanes on 4 -lane or 6 -lane highway 0% 100% 4 Storm Sewer System and Ponds/Treatment Basins %age of Contributing Flow %age of Contributing Flow 5 Culverts 100% 0% Concrete Sidewalk and Pedestrian Ramps 0% 100% 6 Concrete Curb and Gutter 50% 50% 7 Concrete Median and Median Curb 100% 0% 8 Concrete Driveway Entrances (Apron) 100% 0% 9 Municipal Utility Adjustment or Construction 0% 100% Roundabouts By Leg By Leg 10 Traffic Control Signal Systems By Leg By Leg 10 Rural Intersection Street Lighting 100% 0% 11 Decorative/Urban Street Lighting 0% 100% 12 Bridges 100% 0% 13 Trails & Bikeways along county highway 0% 100% 14 Trail/Bikeway Underpass/Overpass 0% 100% 14, 15 Landscaping & Aesthetic Treatments 0% 100% 16 Mailbox Supports (meeting swing -away standards 100% 0% Highway Signs 100% 0% Electronic/Specialty Signs 50% 50% 17 Noise Walls By Negotiation By Negotiation 18 Mobilization Pro -rated by const. share Pro -rated by const. share Erosion Control Pro -rated by const. share Pro -rated by const. share Traffic Control Pro -rated by const. share Pro -rated by const. share Engineering Services Pro -rated by const. share Pro -rated by const. share Federal Cost Sharing Pro -rated Pro -rated 19 Other items By Negotiation By Negotiation Conventional Project Notes 1. Includes permanent and temporary easements needed for projects on the existing county highway system or newly established or dedicated county highway system including the property needed for storm water treatment basins and wetland mitigation sites. Municipalities are responsible to pay R/W needed for added amenities (parking lane on 4 or 6 lane highways, sidewalk, trails, etc.) 2. Includes grading and removal items. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 3. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 4. Parking lane/shoulder on 2 lane highways, per State Aid standards, will be 100% County cost. Includes grading, base and surfacing. Applies to county highways and work necessary to tie in existing public street approaches. Enhancements to public streets approaches are the responsibility of the municipality. New public or private street approaches are the responsibility of the municipality. 5. Includes catch basins, manholes, storm sewer pipes, outlet structures, grit chambers, and water quality and rate control ponds/basins. The county share is based on the ratio of contributing flow from the right of way to the total contributing flow. After construction of storm sewer system on a county highway, it will be the responsibility of the municipality to maintain the system, ponds/treatment basins. 6. Existing sidewalk/pedestrian ramps impacted by the highway construction will be replaced by the county to meet current ADA standards. Municipality is responsible for ownership and maintenance of sidewalk. Pedestrian ramps that are existing and within the R/W of a highway construction project, but not directly impacted, will be replaced to meet the most current ADA standards, per the Wright County ADA Pedestrian Facilities Transition Plan for County Highway Rights of Way, dated October 2017. The county will participate in funding the pedestrian ramp replacements at 50%. 7. Existing curb and gutter impacted by the highway construction will be replaced in kind by the county. Municipality is responsible for ownership and maintenance of curb & gutter. 8. The county pays for standard median design which is plain concrete. If a municipality requests decorative/landscaped median the municipality pays the additional cost above the cost of a standard median, including future maintenance. 9. Concrete aprons are installed at locations determined by the county. Driveways beyond the apron are constructed in-kind. 10. Applies to new and replacement traffic signal systems/roundabouts. Includes all components that make up a permanent warranted traffic control signal system or roundabout, including Emergency Vehicle Pre-emption (EVP) system (signal system), street lighting, steel poles and mast arms (signal system) installed at an intersection of a county highway and public roadway (including county highway to county highway intersections). The county pays 0% of a signal system or roundabout at a private access/road. The municipality pays 100% of the electrical power costs to the traffic signal/roundabout once construction is complete. 11. Designed to light an intersection for traffic safety purposes. Locations will be determined by the county, and follow the County's current Rural Street Lighting Policy (45 mph or greater). 12. Decorative type and/or corridor lighting along the highway. 13. Applies to Bridges under the County's jurisdiction. Any special/added decorative treatments or amenities above State Aid Standards requested by municipalities will be 100% municipality cost, including any added R/W needed. 14. Applies to trails/bikeways constructed with county highway projects, within county highway right-of-way, only. Stand alone trail/bikeway projects are handled separately. Applies to all costs associated with trail including but not limited to: drainage, base, surfacing, pedestrian ramps, wetland mitigation due to trail impacts and additional right way needed for the trail. The county will only participate in funding trails/bikeways by covering the cost of grading the trail with the overall grading included in the highway reconstruction project. Additional county funding for regional trails (as identified in the Wright County Trail & Bikeway Plan) may be possible subject to availability of County Park funds (grants, etc.). Existing trails/bikeways impacted by the highway construction will be replaced in kind, at county cost, including any wetland impacts or R/W needed. 15. Underpasses spanning 10 feet or more are considered bridges and will be added to the county bridge safety inspection program. Municipalities owning/maintaining the bridges will be responsible for reimbursing the County for the safety inspection costs. 16. Landscaping & Aesthetic items that do not serve a specific transportation use such as streetscaping, median plantings, decorative railing, ornamental fencing etc. All approved median plantings require irrigation. 17. Design/installation will be subject to approval of the County, and a separate agreement will be needed between the County & Municipality, on a case-by-case basis. Municipality requesting specialty/dynamic signing will be responsible for power costs. Maintenance will be 50% each for County and Municipality. 18. Additional costs for decorative noise walls will be the responsibility of the requesting agency. 19. Federal cost share example: If the municipality's Federally eligible cost participation items amount to 25% (based on county policy) of the overall Federally eligible costs — then available Federal funds would be applied to that cost share at 25%. 2 B. Construction Cost Share — Development Driven Project (Projects not programmed in the County 5 -year CIP) Project Items County Share Municipality Share Note Right of Way 0% 100% 1 Retaining Wall in lieu of right of way 0% 100% 1 Clearing and Grubbing 0% 100% 1 Grading 0% 100% 1 Aggregate Base and Surfacing 0% 100% 1 Parking Lanes on 4 -lane or 6 -lane road 0% 100% 1 Storm Sewer and Ponds/Treatment Basins 0% 100% 1 Culverts 0% 100% 1 Concrete Sidewalk 0% 100% 1 Concrete Curb and Gutter and Pedestrian Ramps 0% 100% 1 Concrete Median and Median Curb 0% 100% 1 Concrete Driveway Entrances (Apron) 0% 100% 1 Municipal Utility Adjustment or Construction 0% 100% 1 Roundabouts 0% 100% 1 Traffic Signals 0% 100% 1 Intersection Lighting 0% 100% 1 Street Lighting 0% 100% 1 Bridges 0% 100% 1 Trails along county highway 0% 100% 1 Pedestrian Underpass/Overpass 0% 100% 1 Landscaping 0% 100% 1 Aesthetic Treatments 0% 100% 1 Highway Signs 0% 100% 1 Electronic/Specialty Signs 0% 100% 1 Noise Walls 0% 100% 1 Mobilization 0% 100% 1 Erosion Control 0% 100% 1 Traffic Control 0% 100% 1 Engineering Services 0% 100% 1 Other items 0% 100% 1 Development Driven Project Note 1. Development Driven Projects are projects that are not currently programmed in the county 5 -Year C.I.P. and due to the nature of the development(s) require improvements to the county highway system are necessary for safety/capacity/access due to imminent development or to stimulate development. Lacking an agreement stating otherwise between the county & municipality, the county would participate in costs to improvements to the county highway system that are necessary for safety/capacity/access due to a development driven project as shown in section B above. Access to the county highway system, due to development, will be based on an Agreement/Access Permit between the county & municipality that spells out the necessary improvements needed to the county highway system (based upon an independent traffic study at no cost to the county). 3 C. Maintenance - Maintenance of county highways constructed under this policy will be as follows unless specified differently in a separate maintenance agreement. This Maintenance Policy will apply to both Conventional Projects and Development Driven Projects. 1. The county is responsible for maintenance of the county highway between curbs or between outside edges of shoulders. This includes but is not limited to snow and ice control, patching, crack sealing, seal coating, pavement rehabilitation, shouldering, pavement markings (excluding crosswalks) and sign replacement. In addition, the county is responsible for routine maintenance outside the edge of shoulder and within the right of way of a rural county highway. The county may enter into agreements with municipalities to perform highway maintenance. 2. The municipality is responsible for maintenance of the boulevard, landscaped median, trees, shrubs, irrigation systems, sidewalk, pedestrian ramps, retaining walls, steps, aesthetic treatments, and other urban appurtenances within the right-of-way of an urban county highway. The county is responsible for standard concrete medians. 3. The county is responsible for maintenance of bridges and culverts on the county route. 4. The municipality is responsible for maintenance of its utilities and storm sewer systems including detention/treatment basins. Costs to replace elements of storm sewer systems will be shared at the same percentage as the original installation. 5. The county is responsible for maintaining roundabouts on the county route with the exception of island landscaping and aesthetic treatments which are the responsibility of the municipality. 6. Unless stipulated by special agreement, the county will own and is responsible for maintaining traffic signal systems (with the exception of the attached lighting) at county highway intersections with local public roadways and private streets. The municipality is responsible for maintaining the signal lighting and the electrical power to the signal system. The cost to modify, update or completely reconstruct the signal system will be shared at the same percentage as the original installation. 7. The maintenance responsibility for street lighting shall be in accordance with the current County Rural Street Lighting Policy. 8. The municipality is responsible for the maintenance of decorative/corridor street lights. 9. The municipality is responsible for maintaining municipality owned trails/bikeways within the county highway right-of-way. Costs for major rehabilitation or replacement will be shared at the same percentage as the original installation, as governed by the Wright County Trail & Bikeway Plan. 10. The municipality is responsible for maintaining pedestrian underpasses and overpasses. 11. The municipality is responsible for maintaining marked crosswalks along county routes, in accordance with the County's marked crosswalk policy. 12. The county is responsible for maintaining highway signs. 13. The county is responsible for maintaining electronic/specialty signs. The costs of maintenance will be shared at the same percentage as the original installation. 14. Maintenance of noise walls is the responsibility of the agency paying for the initial installation. 12 City Council Agenda: 10/23/2023 21. Consideration to approve a Request for a Conditional Use Permit for Accessory Structures Exceeding 1,200 Square Feet in the R-2, Single & Two -Family Residential District. Applicant: Linn D Jensen Prepared by: Meeting Date: ® Consent Agenda Item Stephen Grittman, City Planner 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Clerk Community & Economic Development Two -Family Residential and Attached Garage Coordinator Planning Commission unanimously recommends approval of the Conditional Use Permit. Motion to approve a Conditional Use Permit for accessory structure exceeding 1,200 square feet on an R-2, Single and Two -Family Residential lot, subject to the conditions in Exhibit Z and based on findings in Resolution No. PC -2023-28. REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 3, Par West PID #: 155-048-003010 Planning Case Number: 2023-34 Request(s): Conditional Use Permit for accessory structures exceeding 1,200 square feet Deadline for Decision: November 6, 2023 (60 -day deadline) North: Single -Family Residential East: Single -Family Residential January 5, 2024 (120 -day deadline) Land Use Designation: Low Density Residential Zoning Designation: R-2, Single and Two -Family Residential Overlays/Environmental Regulations Applicable: NA Current Site Uses: Two -Family Residential and Attached Garage Surrounding Land Uses: North: Single -Family Residential East: Single -Family Residential City Council Agenda: 10/23/2023 South: Single -Family Residential West: Public Park Project Description: The existing structure is a two-family unit. The applicant proposes construction of an attached garage of 400 square feet, adding to the existing 880 square feet of attached garage, for a total of 1,280 square feet of garage area on the parcel. A 16' x 12' detached shed is also present on the property, bringing the total proposed accessory structure square footage to 1,472 square feet. The zoning ordinance permits a total of 1,200 square feet of combined attached and detached accessory building area on the parcel, with an additional 300 square feet allowed by Conditional Use Permit, and a maximum overall total of 1,500 square feet. r_A►r_WMM Zoning. The subject site is zoned R-2 Single and Two -Family Residential District and is currently utilized as a two-family dwelling. Under the current ordinance, a total of 1,200 square feet of accessory structure area in total is permitted, with an additional 300 square feet allowed by Conditional Use Permit, and a maximum overall size of 1,500 square feet. The ordinance does not include a distinction by unit for accessory use square footage. Although there are two units on the site, the total square footage allowance applies to the parcel as a whole. Within the R-2 district, garages are an allowed accessory use and structure. The limitation for such structures is that the garage is limited in use to personal residential storage (and parking). The applicant indicated that the new garage would be used for personal hobby use. No commercial use is permitted per Zoning Ordinance requirements. Setbacks. The following table illustrates that the proposed accessory building, to be located on the north side yard of the existing structure, will meet the required setbacks: Required Proposed Compliant Front Yard 30 feet, and no closer than the Principal Building Continues existing building line of principal building -30.3 feet Yes Side Yard (north) 10 feet —100 feet Yes Side Yard (south) 20 feet (corner lot) NA Yes City Council Agenda: 10/23/2023 Rear Yard 30 feet —50 feet Yes Curb Cut Access. The proposal includes an overhead garage door that will be installed in the front -facing wall toward Kevin Longley Drive. However, no driveway or other site improvements are shown to provide vehicle access to the new garage. It is noted that the current driveway as constructed consists of approximately 46 feet in width along the roadway access — well in excess of the maximum of standard width of 30 feet, and of 28 feet at the curb. It is expected that the new garage will be accessed only sparingly, and no additional driveway is constructed. Should a driveway be considered at a future point, an amendment to the conditional use permit would be required to evaluate the site and proposal. Conditional Use Permit Criteria. Accessory Building CUP Requirements. The zoning ordinance lays out the following criteria for accessory structures: 1. Except by Conditional Use Permit issued pursuant to Section 5.3(D)(2)(a)(i)(2) below, no detached accessory building shall exceed ten percent (10%) of the rear yard of the parcel on which it is located, nor shall any combination of attached garage and detached accessory building exceed the following maximum area, whichever is less: 1,200 square feet; or b. The gross square footage of the principal building footprint. Staff Comment: As the proposed garage square footage and the total combined attached and detached accessory buildings on the site is proposed to be greater than 1,200 square feet, a CUP has been applied for. The proposed garage is attached, and therefore no issues are raised with the rear yard coverage. The livable space of the principal building is more than 2,800 square feet, thus the garage square footage is well within the allowances. 2. The size limitations for accessory building area listed in Section 5.3(D)(2)(a)(i)(1) above may be increased, up to a maximum square footage of 1,500 square feet, by the issuance of a Conditional Use permit when the following conditions are found to exist: Accessory building space is to be utilized solely for the storage of residential personal property of the occupant of the principal dwelling, and no accessory building space is to be utilized for commercial purposes. Staff Comment: The applicant stated in their narrative that the garage will be used for hobby use of classic automobile repair. As a condition of approval, no commercial business will be allowed in the new garage or existing garage. City Council Agenda: 10/23/2023 b. The parcel on which the accessory building is to be located is of sufficient size such that the building will not crowd the open space on the lot. Staff Comment: The lot is approximately .6 acres in size. The parcel is easily of sufficient size to accommodate this addition. While a portion of the property is encumbered by a power line easement along the west boundary, the proposed building does not occupy any of that easement. C. The accessory building will not be so large as to have an adverse effect on the architectural character or reasonable residential use of the surrounding property. Staff Comment: The new garage will be 400 square feet, 20 feet by 20 feet as stated in the applicant's narrative and as a part of the building plans. The setbacks and lot size aspects of the project will have no impact on these elements. d. The accessory buildings shall be constructed to be similar to the principal building in architectural style and building materials. Staff Comment: The existing building is lapped residential siding, and the proposed plans show a similar material. The applicant should verify that the addition will match the existing structure in color and any other aspects. Budget Impact: The applicant supplied an application fee and escrow which are used to offset the costs for hearing and review of the application. II. Staff Workload Impact: Staff time in the review of the application is estimated at 3 hours. III. Comprehensive Plan Impact: The Monticello 2040 plan recognizes the need for reinvestment in properties throughout the community, including residential properties, citing a strategy to "Sustain a diverse array of neighborhood character and housing types throughout Monticello." PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed the proposed ordinance and held a public hearing on the item during its regular meeting on October 3, 2023. During their discussion, the Commission clarified the requirements for attached structures. The Chief Building Official explained that the proposed expansion will be directly connected on the outside wall to the existing residential structure and therefore "attached". No public was present to address the Commission. City Council Agenda: 10/23/2023 Following discussion, the Commission unanimously recommended approval of the conditional use permit for the proposed accessory use expansion. STAFF RECOMMENDED ACTION Staff recommends Alternative 1, approval of the CUP with the Conditions listed in Exhibit Z. As discussed in this report, the lot is of sufficient size and width to easily accommodate the proposed building, staying well within the allowable impervious surface requirements and setback requirements listed in the code. SUPPORTING DATA A. Resolution PC -2023-28 B. Aerial Site Image C. Applicant Narrative D. Existing Site Structure Drawing E. Certificate of Survey with Proposed Conditions F. Existing Home Fagade Image G. Garage Design Packet H. Citizen Comment, Dated September 24, 2023 Z. Conditions of Approval -*,'4: 1 H. IllIN Conditions of Approval Conditions Use Permit for Accessory Structures Exceeding 1,200 square feet 212/214 Kevin Longley Drive 1. Confirmation of the building material and color to match design and materials on the proposed structure to the principal building. 2. No additional driveway construction will be undertaken without amendment to the Conditional Use Permit, as the existing condition is a legal nonconforming width. 3. In keeping with requirements of the City regulations, the accessory building will be used for personal residential storage and parking only (including hobby car repair); no commercial activity may occur in the building. 4. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-28 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR AN EXPANSION OF ATTACHED ACCESSORY BUILDING SPACE IN AN R-2 (SINGLE AND TWO-FAMILY RESIDENTIAL) DISTRICT LOT 1, BLOCK 3, PAR WEST PID 155-048-003010 WHEREAS, the applicant has submitted a request to construct an attached garage addition to an existing two-family structure in the side yard portion of the subject property for storage of private residential storage and recreational use; and WHEREAS, the proposed total accessory building space would exceed the standard area of 1,200 square feet; and WHEREAS, accessory building space, when exceeding 1,200 square feet, requires a Conditional Use Pennit, and WHEREAS, the site is zoned Single and Two -Family Residence (R-2) and, which allows such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Low Density Residential" for the area; and WHEREAS, the applicants have provided materials documenting the proposed structure and location of the structure on the subject property, along with limited access via the existing driveway only; and WHEREAS, the Planning Commission held a public hearing on October 3rd, 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed structure will be in compliance with maximum square footage requirements, which require accessory structures and floor space to total no more than 1,500 square feet. 2. The applicant has provided plans demonstrating that the attached structure addition is architecturally similar to the principal structure in roofline and fagade appearance, subject to appropriate conditions of approval. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-28 3. The parcel is a lot which will accommodate the accessory space without crowding the subject property or neighboring parcels. 4. The large side yard, and lack of adjoining properties in the immediate vicinity of the addition minimizes the potential for negative impacts. 5. The building will be constructed so as to be consistent with the use and building massing of other two-family structures common in the community and in the neighborhood. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for an expanded garage, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. Confirmation of the building material and color to match design and materials on the proposed structure to the principal building. 2. No additional driveway construction will be undertaken without amendment to the Conditional Use Permit, as the existing condition is a legal nonconforming width. 3. In keeping with requirements of the City regulations, the accessory building will be used for personal residential storage and parking only (including hobby car repair); no commercial activity may occur in the building. 4. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 3rd day of October, 2023 by the Planning Commission of the City of Monticello, Minnesota. MONTICX;­LL-QPLANNING COMMISSION By: \rl\ Paul sor, Chair ATTEST: Angela Schir4, Community Development Director 2 Consideration of CUP for Accessory Structure Created by: City of Monticello PID: 155048003010: 212 Kevin Longley Drive s-30-2023 CUP Request — 212/214 Kevin Longley Drive, Monticello MN 55362 This CUP request if for a garage addition (20'X20'), to the existing home. I intend to heat and insulate the garage to use for my hobby of repairing Classic Cars, for my personal use. I would like to maintain the detached, back yard, shed to store my mower and other lawn maintenance equipment. Dayle Veches and Wayne Kalla, Monticello Building Inspector measured the back yard shed and it is 16'X12' = 192 Sq. Ft. Thank you, Linn Jensen tf V ' ETI CERTIFICATE OF SURVEY FOR DAYLE VECHES CONSTRUCTION, INC. \ 1 \ _ 5.D----- \ �s \ 12 3.7 3. mg PROPOSED \ GARAGE - 9, O �S \ fN 9 A 1 41 75.0 ----- r, ^ate A, rr SURVEYORS NOTES: ( 11 1. BUILDER AND/OR OWNER SHALL VERIFY THAT SOIL CONDITIONS ARE SUITABLE FOR THE PROPOSED CONSTRUCTION 2. BUILDER AND/OR OWNER SHALL VERIFY PROPOSED GARAGE FOOTPRINT DIMENSIONS. NOTIFY MEYER-ROHUN LAND SERVICES OF ANY DISCREPANCIES PRIOR TO BEGINNING EXCAVATION. 3. THIS SURVEY IS PROVIDED ONLY FOR USE BY THE CLIENT NAMED HEREON, FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT FOR THE PROPOSED GARAGE SHOWN HEREON. 4. TITLE DOCUMENTATION WAS NOT PROVIDED BY THE CLIENT. EASEMENTS ARE SHOWN ONLY ACCORDING TO THE RECORDED PLAT. EASEMENTS / ENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN HEREON. 5. BENCHMARK: MnOOT MONUMENT #94 2. ELEVATION = 924.42 (NAVD 88) N\ O—PW*m� 2 083M*.a 132%dvg LOT 1 BLOCK 3 PAR WEST WRIGHT COUNTY, MN Addresa 212 Kevfn Longley Drive, Monticello, AfN 0 30 60 90 GRAPHIC SCALE IN FEET DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMW SET DENOTES Ela MO SPOT ELEVATION I hereby certify that this survey, pion, or report was prepared by me or under my direct wpervhTton orrd that I am a Licensed Land Surveyor under the laws of the State Lf Minnesota. Date 07/17/2023 _ ; i✓I" Trace G Mdoy License No. 44531 i� N .• F WSm V'JS .• ■ r 8 x - - _ - •fix: - T �:^t.i S%,r:�*, ' ��_. - •x' if.*�i - 4 - M ice; -:Y fir.. +3,:L -i: /? ••,` '' _ •14 =. �t -�jY • �� _ _ i 6 -• ..y• �y` -� yf i4., I ,� w. �1gg'.lt�i� :. '! ,� dPx -' ~ fs � q �?.:. : -1 Y~�r it y ;' -Mqw rpm dip 1 _ s •� ti Google ■■■ la a cep6— M12M Images mar h, -a h -rtompyriglTc -- 3:etes Terms Prrracy Repot a prnhlem Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Estimate ID: 95423 Estimated Price: $7,760.79 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. How to recall and purchase your design at home: o .a 1. On Menards.com, enter "Design & Buy" in the search bar OR 2. Select the Garage Designer 3. Recall your design by entering Design ID: 320359121502 4. Follow the on-screen purchasing instructions MEN-- rti Design&Buy- GARAGE How to purchase your design at the store: 1. Enter Design ID: 320359121502 at the Design -It Center Kiosk in the Building Materials Department 2. Follow the on-screen purchasing instructions Floor type (concrete, dirt, gravel) is NOT included in estimated price. The floor type is used in the calculation of materials needed. Labor, foundation, steel beams, paint, electrical, heating, plumbing, and delivery are also NOT included in estimated price. This is an estimate. It is only for general price information. This is not an offer and there can be no legally binding contract between the parties based on this estimate. The prices stated herein are subject to change depending upon the market conditions. The prices stated on this estimate are not firm for any time period unless specifically written otherwise on this form. The availability of materials is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY MATERIALS STATED HEREIN. All information on this form, other than price, has been provided by the guest and Menards is not responsible for any errors in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully. MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES, THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS. THE PLANS AND/OR DESIGNS PROVIDED ARE NOT ENGINEERED. LOCAL CODE OR ZONING REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION. For other design systems search "Design & Buy" on Menards.com Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Estimate ID: 95423 Estimated Price: $7,760.79 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. T 2`6" 16' i Design&Buy- GARAGE i 4'11" --1 2' i 6'10" 2'— 6 4'3" —� 1 2W For other design systems search "Design & Buy" on Menards.com 20' Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Design&Buy=Estimate ID: 95423 Estimated Price: $7,760.79 GARAGE *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. Dimensions Wall Configurations *Some items like wainscot, gutter, gable accents, are not displayed if selected. 2` 6'10" 2' -4'3" ENDWALL B 24"W x 24"H JELD-WEN&reg; Vinyl Slider 24"W x 24"H JELD-WEN&reg; Vinyl Slider For other design systems search "Design & Buy" on Menards.com 7.7_ 2 6,g.. 3' 8" SIDEWALL D Commander&reg; 36W x 80H Primed Steel 6 -Panel 24"W x 24"H JELD-WEN&reg; Vinyl Slider Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Estimate ID: 95423 Estimated Price: $7,760.79 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. 2'6" 16' 1'6" SIDEWALL C Ideal Door&reg; 4 -Star 16' x 7' White Select Value Insulated For other design systems search "Design & Buy" on Menards.com Fir MENARDS GARAGE 20' ENDWALL A Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Estimate ID: 95423 Estimated Price: $7,760.79 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. Materials Building Info Building Location Zip Code: Building Width: Building Length: Building Height: Curb: Concrete Block Rows: Concrete Block Type: Foundation Type: Wall Framing Stud: Roof Framing: Truss Type: Roof Pitch: Eave Overhang: Gable Overhang: Custom Garage Plan: Wall Info Siding Material Types: Vinyl Siding: Vinyl Corner Trim Color: Accent Material Type: Wainscot Material Type: Wall Sheathing: House Wrap: Gable Vents: For other design systems search "Design & Buy" on Menards.com Design&Buy= GARAGE 55362 20' 20' 9' Concrete Block 1 Row 4 x 8 x 16 Standard Thickened Slab 2 x 4 Truss Construction Common 6/12 Pitch 24" 12" No I do not need a custom building plan Vinyl Concord ® Double 4, Color: Linen Linen None None 7/16 x 4 x 8 OSB(Oriented Strand Board) Kimberly-Clark BLOCK-IT89'x75'House Wrap None Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Estimate ID: 95423 Estimated Price: $7,760.79 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. Roof Info Roof Sheathing: Roofing Material Type: Architectural Roofing: Roof Underlayment: Ice and Water Barrier: Fascia Material Type: Fascia: Soffit Material Type: Soffit: Gutter Material Type: Ridge Vent: Roof Vents: Openings Service Door: Overhead Door: Overhead Door Trim Type: Vinyl Trim Color: Windows: Windows: Windows: Open end: For other design systems search "Design & Buy" on Menards.com Design&Buy- GARAGE 1/2 x 4 x 8 OSB(Oriented Strand Board) Architectural Shingle Owens Corning 0 Tru Definition 0 Duration 0 Limited Lifetime Warranty Architectural Shingles (32.8 sq. ft.), Color: Estate Gray Owens Corning 0 ProArmors Synthetic Roofing Underlayment 42" x 286' (1,000 sq. ft.) Owens Corning WeatherLockO G Granulated Self -Sealing Ice and Water Barrier 3' x 66.7'(200sq.ft) Textured Aluminum Fascia 6" x 12' Aluminum Rustic Fascia, Color: White Aluminum Soffit 16" x 12' Aluminum Vented Soffit, Color: White None None None Commanders 36W x 80H Primed Steel 6 -Panel Ideal Doors 4 -Star 16'x 7' White Select Value Insulated Vinyl White 24"W x 24"H JELD-WEND Vinyl Slider 24"W x 24"H JELD-WEND Vinyl Slider 24"W x 24"H JELD-WEND Vinyl Slider Open End Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Estimate ID: 95423 Estimated Price: $7,760.79 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. Additional Options Ceiling Insulation: Wall Insulation: Ceiling Finish: Wall Finish: Mounting Blocks: Hydronic Radiant Heat: Anchor bolt: Framing Fasteners: Sheathing Fasteners: Roofing/Shingle Fasteners: Truss Fastener: Overhead Opening Hardware: For other design systems search "Design & Buy" on Menards.com Design&Buy- GARAGE None None None None No No Grip Fast® 1/2 x 10 HDG Anchor Bolt w/ Nut & Washer Grip Fast® 3 x .120 28° Wire Bright Smooth Shank Clipped Head Framing Nail - 2,000 Count Grip Fast® 2-3/8 x .113 28° Wire Bright Ring Shank Clipped Head Framing Nail - 2,500 Count Grip Fast® 1-1/4 Electro -Galvanized Coil Roofing Nails - 7,200 Count FastenMaster® Timberl-OK® 5/16 x 6 Hex Drive Black Hex Head Timber Screw - 50 Count No Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Design&BuymEstimate ID: 95423 Estimated Price: $7,760.79 GARAGE *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. Helpful Hints for Garage Construction • Studs are estimated 16 inches on center with single treated bottom plate and double top plate. • For 10- and 12 -foot -tall buildings studs should be cut for an approximate 10- or 12 -foot plate height. • If steel is estimated (Pro -Rib or Pro -Snap), the steel lengths should be verified based off the actual framing. Plate height (stud length), truss heel and other framing should be confirmed. Steel is estimated to the inch, make sure the lengths are accurate based on final overall building design. • Trusses included are estimated at 2 feet on center spacing. The design is based on the zip code provided, design and loading should be verified. • Trusses should not be cut or modified with the exception of trimming the truss tails to the correct overhang. • The bottom chord is designed to support standard ceiling and insulation materials. • Dropped end trusses are estimated with 18 inch and 24 inch gable overhangs. Menards Building Checklist Planning • Get a permit. Check restrictions, building codes or local zoning to make sure your design complies with all requirements. • Contact local utilities to ensure construction will not disturb any electrical, cable or plumbing. • If necessary, hire a professional to help with planning and construction. • Consider site conditions including soil type, grade, and runoff before finalizing your design. • Material estimates provided can be changed to meet your needs. • Menards offers professional delivery of materials. Delivery is extra based on the distance from your local Menards store to your building site. • Practice good safety habits, use PPE including eye protection & dust masks during construction. • Make sure to follow good building practice and all manufacturer's instructions. Use all the hardware and fasteners recommended. For other design systems search "Design & Buy" on Menards.com Date: 9/06/2023 - 2:36 PMS Design ID: 320359121502 Design&BuymEstimate ID: 95423 Estimated Price: $7,760.79 GARAGE *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. Job Truss Truss Type Qty Ply OTRECO805177 T1 COMMON 9 1 Job Reference (optional) Midwest Manufacturing, Eau Claire, WI Run8.61 S Aug 11 2022 Print, 8.610 S Aug 11 2022 MITek Industries, Inc. Mon Aug 28 08.05'1: Page. 1 ID V118u F I g g eOV H 18CZg b i R Pyj N dT-oGrM mW c2?711 sV_9S D 2GM O Kca u W N 9_ti 1 rLkSyjN b m 0-43= E -2-0-0 5-34 2-0 0 5-3-4 10-0-0 j 148-12 I 2_0-0.0 �_ 22 0-0 48-12 4-8-12 55-34 2 0 0 4x6 = 4 3x6 10-0-0 Scale = 1.44 1 Plate Offsets (X, Y): [2:32-9,0-1-8], [6:0-2-9,0-1-81, [8:0-4-0,Edge1 6x8 - 20-0-0 10-0-0 3x 6-- 7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Idefl LId PLATES GRIP TCILL (roof) 4Z0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.16 a-11 >999 240 MT20 1971144 Snow (Ps/Pg) 41.6160.0 Lumber DOL 1.15 BC 0.78 Vert(CT) -0.33 8-11 >718 180 TCDL 7.0 Rep Stress Incr YES WE 0.80 Horz(CT) 0.05 6 n1a n1a BCLL 0.0- Code IRC201aFrPI2014 Matrix -MS BCDL 10.0 Weight 66 Ib FT = 151% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins. BOT CHORD 2x4 SPF No -2 BOT CHORD Ri id ceilinu directh/applied or -10-D-0 oc bracin . WEBS 2x3 SPF Stud MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Iblsize) 2-11361310-3-8, (min. D-2-6), 5=13661C) -3-a, (min. 0-2-6) installed during truss erection. in accordance with Stabilizer Max Horiz 2=74 (LC 15) Installation guide. Max Uplift 2=78 (LC 14), 6=-78 (LC 15) Max Grav 2=1503 (LC 21), 6=1503 (LC 22) FORCES (Ib) - Max. Comp -/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-115=221551154,15-1115=-21811/154, 3-16=204111159, 3-17=1494116$ 4-17=-13291120, 4-11a=13291120, 5-1 8=-1 4 9411 08, 5-1119=2041i-1169,119-20=-211811154, 6-20=2265(154 BOT CHORD 2-8=921-1951, 153-8=481195-1 WEBS 3-8=88311313. 4-15=01755, 5-8=88811 36 NOTES 1) Unbalanced rooflive loads have been considered forthis design. 2) Wind: ASCE 7-15: Vult=115mph (3 -second gust) Vasd=91mph; TCDL-4.2psf: BCDL=6.0psf, h=25ft: Cat. If; Exp B; Enclosed: MWFRS (envelope) exteriorzone and C -C Exterior(2E) -2-0-0 to 1-0-0, Interior (1) 1-0-0 to 7-0-0, Exterior(21R) 7-0-Q to 13-0-0, Interior (1) 13-0-D to 190-0, Exteriotj2E) 190-D to 22-0-d zone; cantilever left and right exposed : end vertical left and right exposed;PC for members and forces & MWFRS for reactions shown; Lumber DOL=1.6D plate grip DOL=1.60 3) TCLL: ASCE 7-15; Pr=420 psf (roof LL: Lum DOL -1.15 Plate DOL=T -115): Pg=66.6 psf; Ps=41.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is -1-07 Rough Cat B; Fully Exp_; Ce=0.9; Cs=1.00: Ct=1.1D 4) Roof design snow load has been reduced to account for slope. 5) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.60 tim es flat roof load of 41.6 psf on overhangs non -concurrent with other live loads. 71 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads - 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0300 tall by 2-00-00 wide will fit between the bottom chord and any other members. 91) Provide mechanical connection (by others) oftrussto bearing plate capable ofwithstanding 78 lb uplift at)oint 2 and 78 lb uplift at)oint 6- 10) This truss is designed In accordance with the 2018 International Residential Code sections R502 11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard For other design systems search "Design & Buy" on Menards.com Date: 9/06/2023 - 2:36 PM Design ID: 320359121502 Design.&BIlayes Estimate ID: 95423 Estimated Price: $7,760.79 GARAGE "Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. Job Truss Truss T ype Qty Ply OTRECO793344 T1 E COMMON 2 Job Reference (optional) Midwem Manufacturing, Eau Claire, WI Run* 8.69 S Aug 11 2022 Print: 8.610 S Aug 11 2022 MITak Industries, Inc. Sun Jun 2513:2a:OE Page: 1 1 D:oC4gy6rsXUyl7ghd6zj03Zz2jzK-WMbgY7000bSBgB7NCST 511 EDwOToJ UmOBgO5Az2jz7 a- 4-� z o-0 10-0-0 20-0-0 22-o-0 2 0 0 10-0-0 10-0-0 2-0-0 4x4 = 3x4 = 5x6 - 3x4- 20-0-0 Scale = 1:44.2 Plate Offsets (X, Y): [2:Edge,0-0-4], [10:Edge,0-0-4], [16'0-3-0,0-3-01 11 Loading TCLL (roof) Snow (Ps/Pg) TCDL BOLL BCDL (psf) 35.0 34.7150.0 7.0 0.0' 10.0 Spacing 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IR0201afTP12014 CSI TO BC WE Matrix -MS 0.34 0.11 0.11 DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Lid n/a - n/a 999 n1a - n1a 999 0.00 22 n1a n1a PLATES GRIP MT20 1971144 Weight: 78 Ib FT = 15% LUMBER BRACING TOP CHORD 21(4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilina directIv aoDlied or 11 bracinci- OTHERS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 20-0-0. installed during truss erection, in accordance with Stabilizer (lb) - Max Horiz 2=74 (LC 15), 19=-74 (LC 15) Installation guide_ Max Uplift All uplift 100 (lb) or less stjoint(s) 2, 10, 12, 13, 14, 16, 17, 18, 19,22 Max Grav All reactions 250 (lb) or less atjoint(s) 15 except 2=406 (LC 2), 10=405 (LC 2), 12=409 (LC 22), 13=251 (LC 22), 14=339 (LC 22), 16=339 (LC 21), 17=261 (LC 21), 18=409 (LC 21), 19=406 (LC 2), 22=406 (LC 2) FORCES (lb) - Max. Comp.iMax. Ten. - All forces Z50 (lb) or less except when shown. WEBS 5-16=295166, 3-1 8=334180, 7-14=-295166, 9-12=-334180 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16, Vult=115mph (3 -second gust) Vasd=91mph, TCDL=4.2psf BCDL=6.0psV h=25ft; Cat_ 11; Exp B: Enclosed: MWFRS (envelope) exterior zone and C -C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 7-0-0, Corner(3R) 7-0-0 to 13-0-0, Exterior(2N) 13-0-0 to 19-0-0, Corner(3E) 19-0-0 to 22-0-0 zone: cantilever left and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.66 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only_ For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI(TPI 1. 4) TOLL: ASCE 7-15; Pr=35.0 psi (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=50.0 psf; Ps=34.6 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1_D; Rough Cat B, Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10 5) Roof design snow load has been reduced to account for slope_ 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 12.6 psf or 1.00 tim es flat roof load of 34.6 psf on overhangs non -concurrent with other live loads. 8) All plates are 1.5x4 MT20 unless otherwise indicated_ 9) Gable requires continuous bottom chord bearing. 1D) Gable studs spaced at 2-0-0 oc_ 11) Thistruss has been designed for a 16.6 psf bottom chord jive load noncon current with any other live loads. 12) 'Thistruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members_ 13) Provide mechanical connection (by others) oftrussto bearing plate capable ofwithstanding 100 Ib uplift stjoint(s) 2, 16, 16, 17, 18, 14, 13, 12, 2, 10- 14) Thistruss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.16.2 and referenced standard ANSIFTPI 1. LOAD CASE(S) Standard For other design systems search "Design & Buy" on Menards.com Date: 9/07/2023 - 8:39 AM Design ID: 320357900502 Estimate ID: 95580 Estimated Price: $8,732.03 *Today's estimated price. Future pricing may go up or down. Tax, labor, and delivery not included. T 1'6" 16' Design&Buy- GARAGE 1— 2' —+— 3' F— 15' 20' For other design systems search "Design & Buy" on Menards.com 20' ............... ni ;�:.�.,%., �:,: o€Itt,,., ;`'�:,€ta... <<...o a."�;��. ,�?�� .. :., ,.. '3r�=���' .......___......tet'+ \,..___..._..__........_.�J Approx�mate Ceiling Height is 9'8'* 3D V8 Estimated Price: $8,269.61 Curb Foundation/Frost Wall Select your Curb • Select the Foundation/Frost Wall type for your building, the selection will be Concrete Block included on the Custom Garage Plan if selected. • Standard 8x8x16 Concrete Construction Blocks and mortar will be included in the estimate if the concrete block option is selected. Concrete Block Rows • Concrete for floor materials, thickened slab or poured footings is not estimated. Select your Concrete Block Rows 1 Row Concrete Block Type Select your Concrete Block Type 4 x 8 x 16 Standard Foundation Type Select your Foundation Type Thickened Slab Wall Framing Stud Select your Wall Framing Stud 2 x 4 v Roof Framing Select your Roof Framing Truss Construction v Truss Type Select your Truss Type Common Roof Pitch Select your Roof Pitch 6/12 Pitch v Eave Overhang Select your Eave Overhang 24" v Gable Overhang Select your Gable Overhang 24" v Custom Garage Plan Would you like to opt for a Custom Plan? 0 Yes ( No Poured Concrete Block q'ill g"11-5 v �j <— /Z el -moi Hayden Stensgard From: Beth Heck - Sent: Sunday, September 24, 2023 9:14 AM To: Development Services Subject: Conditional Use Permit hearing Follow Up Flag: Follow up Flag Status: Completed I am replying to a letter I received about a conditional use permit for Lot 1, Block 31 Par West, 212 Kevin Longly Dr My name is Beth Heck, I live at 106 Marvin Elwood Rd My home is across the park from this location. I have no problem with their proposed structure. Beth Heck City Council Agenda: 10/23/2023 2J. Consideration to approve a Request for Conditional Use Permit for Accessory Structures Exceeding 1,200 Square Feet in the R-1, Single -Family Residential District. Applicant: Chip Bauer Construction, Inc. behalf of John and Tara Thurber Prepared by: Meeting Date: ® Consent Agenda Item Stephen Grittman, City Planner 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Clerk Community & Economic Development Coordinator ACTION REQUESTED Planning Commission unanimously recommends approval of the Conditional Use Permit. Motion to approve a Conditional Use Permit for accessory structure space exceeding 1,200 square feet on an R-1, Single -Family Residential lot, subject to the conditions in Exhibit Z and based on findings in Resolution No. PC -2023-29. REFERENCE AND BACKGROUND Property: Planning Case Number: Request(s): Deadline for Decision: Land Use Designation: Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses: Legal Description: Lot 8, Block 2, Eastwood Knoll PID #: 155-089-002080 2023-035 Conditional Use Permit for accessory structure area exceeding 1,200 square feet November 6, 2023 (60 -day deadline) January 5, 2024 (120 -day deadline) Low -Density Residential R-1, Single -Family Residential Mi Single -Family Residential and Attached Garage North: Single -Family Residential City Council Agenda: 10/23/2023 East: Single -Family Residential South: Single -Family Residential West: Single -Family Residential Project Description: Construction of an attached garage expansion of 528 square feet, adding to the existing 840 square feet of existing attached garage, for a total of 1,368 square feet of garage area. The zoning ordinance permits a total of 1,200 square feet of combined attached and detached accessory structure area, with an additional 300 square feet allowed by Conditional Use Permit, and a maximum overall size of 1,500 square feet. ANALYSIS Zoning. The subject site is zoned R-1 Single Family Residence District. Within the R-1 District, garages are an allowed accessory use and structure. The limitation for such structures is that the garage is to be limited in use to personal residential storage (and parking). The applicant indicates that the new garage would be used for expanded personal use and storage of residential equipment. No commercial use is permitted per Zoning Ordinance requirements. Setbacks. The following table illustrates that the proposed accessory building, to be located on the west side yard of the existing structure, will meet the required setbacks: Site Layout and Access. The proposed addition extends the existing side -loaded garage toward the side property line, resulting in a setback from that side of approximately 15 feet or more. The existing driveway will continue to provide access to the garage as extended. Because the backing maneuver for vehicles exiting the new garage will be complicated by the reduced area, the applicant will need to be aware that the pavement for the driveway may not be extended any closer than 3 feet to the side lot line. Required Proposed Compliant Front Yard 30 feet, and no closer than the Principal Building Continues existing building line of principal building -45 feet+ Yes Side Yard (west) 10 feet —15 feet Yes Side Yard (east) 10 feet (corner lot) NA Yes Rear Yard 30 feet NA Yes Site Layout and Access. The proposed addition extends the existing side -loaded garage toward the side property line, resulting in a setback from that side of approximately 15 feet or more. The existing driveway will continue to provide access to the garage as extended. Because the backing maneuver for vehicles exiting the new garage will be complicated by the reduced area, the applicant will need to be aware that the pavement for the driveway may not be extended any closer than 3 feet to the side lot line. City Council Agenda: 10/23/2023 Conditional Use Permit Criteria. Accessory Building CUP Requirements. In addition to the requirements above, the zoning ordinance also lays out the following criteria for garages and other accessory structures: 1. Except by Conditional Use Permit issued pursuant to Section 5.3(D)(2)(a)(i)(2) below, no detached accessory building shall exceed ten percent (10%) of the rear yard of the parcel on which it is located, nor shall any combination of attached garage and detached accessory building exceed the following maximum area, whichever is less: 1,200 square feet; or b. The gross square footage of the principal building footprint. Staff Comment: As the proposed garage, at 1,368 square feet, is greater than 1,200 square feet, a CUP has been applied for. The proposed garage is attached, and therefore no issues are raised with the rear yard coverage. The livable space of the principal building at 1,842 square feet is more than the size of the expanded garage area, on the ground floor level alone. 2. The size limitations for accessory building area listed in Section 5.3(D)(2)(a)(i)(1) above may be increased, up to a maximum square footage of 1,500 square feet, by the issuance of a Conditional Use permit when the following conditions are found to exist: Accessory building space is to be utilized solely for the storage of residential personal property of the occupant of the principal dwelling, and no accessory building space is to be utilized for commercial purposes. Staff Comment: The applicant stated in their narrative that the garage will be used for personal residential storage. As a condition of approval, no commercial business will be allowed in the new garage or existing garage. b. The parcel on which the accessory building is to be located is of sufficient size such that the building will not crowd the open space on the lot. Staff Comment: The lot is approximately .4 acres in size. The parcel is easily of sufficient size to accommodate this addition. Because the parcel sits on the inward side of a curved street, there is limited rear yard open space, however, the proposed garage addition does not impact that yard. C. The accessory building will not be so large as to have an adverse effect on the architectural character or reasonable residential use of the surrounding property. Staff Comment: The new garage will be a total of 1,368 square feet. The setbacks and lot size aspects of the project will have no impact on architectural City Council Agenda: 10/23/2023 or neighborhood character elements. The applicant indicated that the front fagade of the building will be enhanced. d. The accessory buildings shall be constructed to be similar to the principal building in architectural style and building materials. Staff Comment: The existing building is lapped residential siding and masonry wainscot. The proposed plans show a similar material and pattern. The applicants further indicated that the house will be resided in its entirety, with new windows, so all exterior building materials will match. Budget Impact: The applicant supplied an application fee and escrow which ae used to offset the costs for hearing and review of the application. II. Staff Workload Impact: Staff time in the review of the application is estimated at three hours. III. Comprehensive Plan Impact: The Monticello 2040 plan recognizes the need for reinvestment in properties throughout the community, including residential properties, citing a strategy to "Sustain a diverse array of neighborhood character and housing types throughout Monticello." PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed the proposed ordinance and held a public hearing on the item during its regular meeting on October 3, 2023. During their discussion, the Commission inquired whether there would be a bonus room above the proposed garage and whether it would be a habitable space. Chip Bauer addressed the Commission and explained that the attic or bonus area will be cold storage. The driveway will be modified but will meet ordinance requirements. The Chief Building Official explained that the applicant will need to apply for a separate driveway permit. Engineering will review grades and review the 3 -foot green space requirement. No other public was present to address the Commission on the item. Following discussion, the Commission recommended approval of the CUP for the proposed structure. STAFF RECOMMENDED ACTION Staff recommends Alternative 1, approval of the CUP with the Conditions listed in Exhibit Z. As discussed in this report, the lot is of sufficient size and width to easily accommodate the City Council Agenda: 10/23/2023 proposed accessory building expansion, staying well within the allowable requirements as listed in the code. SUPPORTING DATA A. Resolution PC -2023-29 B. Aerial Site Image C. Applicant Narrative D. Certificate of Survey with Existing Conditions E. Certificate of Survey with Proposed Conditions F. Building Elevations and Floor Plans Z. Conditions of Approval EXHIBIT Z Conditions of Approval Conditions Use Permit for Accessory Structures Exceeding 1,200 square feet 2471 Eastwood Lane 1. No additional driveway construction will be undertaken any closer than 3 feet from the side property line. 2. In keeping with requirements of the city regulations, the accessory building will be used for personal residential storage and parking only; no commercial activity may occur in the building. 3. All exterior building materials will be consistent with the existing structure. 4. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-29 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR AN EXPANSION OF ATTACHED ACCESSORY BUILDING SPACE IN AN R-1 (SINGLE-FAMILY RESIDENTIAL) DISTRICT LOT 8, BLOCK 2, EASTWOOD KNOLL PID 155-089-002080 WHEREAS, the applicant has submitted a request to construct an addition to an existing attached garage structure in the side yard portion of the subject property for storage of private residential storage and recreational use; and WHEREAS, the proposed total accessory building space would exceed the standard area of 1,200 square feet; and WHEREAS, accessory building space, when exceeding 1,200 square feet, requires a Conditional Use Permit, and WHEREAS, the site is zoned Single -Family Residence (R-1) and, which allows such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Low Density Residential" for the area; and WHEREAS, the applicants have provided materials documenting the proposed structure and location of the structure on the subject property, along with access via the existing driveway; and WHEREAS, the Planning Commission held a public hearing on October 3rd, 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed structure will be in compliance with maximum square footage requirements, which require accessory structures to total no more than 1,500 square feet. 2. The applicant has provided plans demonstrating that the attached structure addition is architecturally similar to the principal structure in roofline and fagade appearance, subject to appropriate conditions of approval. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-29 3. The parcel is a lot which will accommodate the accessory space without crowding the subject property or neighboring parcels. 4. The large side yard, and large residential properties in the immediate neighborhood minimizes the potential for negative impacts. 5. The building will be constructed so as to be consistent with the use and building massing of other single-family structures common in the community and in the neighborhood. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for an expanded garage, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. No additional driveway construction will be undertaken any closer than 3 feet from the side property line. 2. In keeping with requirements of the city regulations, the accessory building will be used for personal residential storage and parking only; no commercial activity may occur in the building. 3. All exterior building materials will be consistent with the existing structure. 4. Comments and recommendations of other Staff and the Planning Commission. ADOPTED this 3'd day of October, 2023 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Paul Kh1or, Chair ATTEST: Angela Sch fmV�E Vo-lr�ity Development Director 0J, Consideration of CUP for Accessory Structure Created by: City ofMonticeIIo PID: 155089002080: 2471 Eastwood Lane September 12, 2023 To Whom It May Concern: Subject PropertX: 2471 Eastwood Lane Monticello, MN 55362 Client: John and Tara Thurber Purpose: CUP application. Notes; We are requesting to add 528 sq ft of garage space as drawn and submitted. The existing garage is 840 sq ft. Total garage space after addition would be 1,368 sq ft. Our home foundation is 1,842 with a total finished living space of 3,966. Sq ft. We are asking the planning commission to approve and recommend the addition to the subject property. We believe the new renovation will blend into the existing home design and enhance its overall appearance. As the home sits in one of the more desirable locations within the city proper, its clientele ask for more amenities and with that, a need to accommodate those clientele's upscale requests. Each design element of the addition has been carefully reviewed to be sure of its overall appearance in the community and representation of the city. We have carefully designed the addition to accommodate all setbacks and egress requests made and will follow those directions forward. Finally, the home will have new siding along with new windows, exterior doors and stonework to further enhance its elevations. Kind Regards, Roman "Chip" Bauer Chip Bauer Construction, Inc. Chip Bauer Construction, Inc. / 9113 Kadler Ave. NE / Monticello, MN 55362 / ph. 763-295-5970 N. 763-271-2707 Certificate of Survey r �a� 9�a.q� zT a e7av-ac e Faah PROPOSED ELEVATIONS 2?63,t,3 ,�JnFoofi:?9 ;, Sly em . 60J-0 Lowest Floor Top of Block Garage Slab ME3 "" G Elevation: 963.3 /,�G -Tod C3(o�w i nE j FO RD Elevation: 971,3 6156 Kalenda Court, #202 Elevation: 971.0 Albertville, Minnesota 55301 Lookout Elevation: qRR 11 /Be nchrnark -� 967.894- 96 .50 -+- N 88°02, 18 E 30, `� 30 + 969.70 968.74156-15 964.23 962.10 ��. 963 35 I 0.32 -To. 60.61 0) r __�-- ;7►- 18 % �,� ®9613.59 12 6 I ,'ry'`' F 963 3 9 I -1'-� 965-78 �0��9 X1.76 _ � 963, .3•rc_ + 969. 969.3 �;t> + 96/ 70' + 64.3317-c '�°` ��° 965.72 969.16 I 9 9.�5 0 ° �� (��. / 961 1 969.24 ._ � r4-- o / 965.UC1 I + 970.25 I 96 �° �oaoJ{0J� ?JU ^967.49 60'^ �0pQ`�969 5 968-10 0 960 65.670 I0(0�116 / 970.66 +_I9 �� + 969.25 � ° 96�-68 � 965.P / o � r ^� T 969.30�6 o 979'20 970.03(_10 I _i- t.l� Q�o�~�/e1' n� yip + a' 966.84 ervices 970.48 I +970.11 ��� / 96 7'%l 967.11 / 61 �t 969.9 ` 968.37x` O� 69.8 --- 69.9 968.35 Benchmark- - 969.32 - P. / _....._��. � 969.70" �f 970.50 / 1 INCH = 30 FEET 969.34 � ® --� J 6 - -m�-' f--- NOTE: CONTRACTOR MUST VERIFY BUILDING DIMENSIONS AND ELEVATIONS M AS -BUILT FOR FOUNDATION -- APPROVED a� �•reSS , �L`��l \ �.c���c�cx� DATEC� Lot 8 , Block 2 EASTWOOD KNOLL WRIGHT COUNTY, MINNESOTA Subject to easements of record, if any. LEGEND • = Iron monument found 0 = Iron monument set and marked with license No. 18420. x 800.0 = Denotes existing elevation 00.0 - Denotes proposed elevation from grade or development plan = Denotes drainage & utility easement = Denotes drainage arrow ® = Denotes offset iron Bearings shown are assumed Boo.ou = Dema��J Asbu%> f Eleva-il BOOK PAGE I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Steven G. Seeger, MN License 'No. 18422 4/24/98 Date/q/Qfl H0 anson AndeAssoc Inc. Enpheers, Surveyors & Landscape Architects 3601 Thurston Avenue, Andra, Mnnesota 55303 612-427-5860 FAX 612-427-0520 103 Pine St, H., Nonticello, M viesota 55362 612-295-5800 FAX 612-295-4489 Job No.: M2683.01 r- n -- / L — / 1 \ / l V V 1P %2" 15233 l /1 PID: 155-089-002090 N 88002'18" E 156.15 th line of Lot BdBlock 2 BL SBL II I s6L sBFloo I II IN I Certificate of Survey for 3 I 0 30 IL4 e8dow Chip Bauer 6 * - - - Lot 8, Block 2, EASTWOOD KNOLL 15 JJ Cit of Monticello Wri ht Count Minnesota 15233 aLay , g y Property Description (Warran t v Deed — Doc. No. 7860/7): Lot 8, Block 2, EASTWOOD KNOLL, Wright County, Minnesota. 0 0 o / pp - rainage &Utility Easement .1 //� \� (Per EASTWOOD KNOLL) I I U) I .0- 2 o R ' I 8 I DeckL--/O c l 910 .1 k0 Existing l 13m QHouse #2471 / R, Chip Bauer L8 B2 EASTWOOD KNOLL 2471 Eastwood Ln. Monticello, MN 55362 Monticello, Wright County, Minnesota X p DATE: 9/11/23 DESIGN BY: DRAWN BY: CK CHECKED BY: CEG/CAW DWG FILE: 23-0362COS FILE NO.: 23-0362.00 6918 Shed 1 ^ l0 6 F7 970. / o J I Denotes watervalve n g,8 28.9 Denotes power pole — a� � �X � rn Denotes cable television box *t Denotes light pole 9.90 4 Denotes Dennis Taylor, LS Denotes bituminous surface Existing d d " d d House Denotes chainlink fence I I #2429 Denotes overhead electric shown thus: — — — — — — Denotes easement o I^o• I t-JIL — Denotes building setback line 12 12'---I-----L--- 103 I I II C I 97416 I 910.5 g72 /D: 155-089-002080 `L �- Area: 20,517Y- S. F — X00 \\' (0.477- Ac.) .0 °j Existing ° / /2 Garage d 0 o GFE=97/.2 -?o d a 0 / 1\0 /l �00, / /I °k 0 �O o 97/.2 IVY / 910.8 970.9 So - 910.1 701 971.3 � 9706 L I' 970.0 / IP / "k OHE OHE - OHE 0 20 15233 IlOHE OHE OHE OHE OHE — —� I /P %2" Project BM SCALE: 1" = 20' 15233 Elev.• 970.00 / I I / I I — \ I to /P%2" 15233 �\ I /P %2" \ O 15233 Survey No tes: L This survey was performed without the benefit of a title report. No search for restrictions or easements was made by the surveyor. We reserve the right to update this survey upon receipt of title documentation. 2. No excavation or construction can begin until this plan is approved by the local building inspector. J. The purpose of this survey is for a proposed garage addition. 4. Bearings shown per the plat of EASTWOOD KNOLL. REFERENCE BENCHMARK MNDOT Geodetic Monument "8680 BX" Elevation = 965.20 feet (NA VD 88) PROJECT BENCHMARK Top back of curb at the southerly extension of the West line of the subject property Elevation = 970.00 feet (NAVD 88) PROPOSED IMPERVIOUS SURFACES Total lot Area = 20,517'/- S.F. House Area = 2,7047- S.F. Deck Area = 165Y- S F. Shed Area = 125Y- S.F. Proposed Addition = 52JY- S.F. Drive wav/Walk/Pads Area = 2.390'/- S.F. Total Impervious Area = 5,9077- S.F. (28.89') SETBACKS ZONING 30' Fron t R-2 30' Rear l0' Side PROPOSED ADDITION ELEVA TION Garage Floor Elev = 971.2 (Match Existing) LEGEND: Chip Bauer L8 B2 EASTWOOD KNOLL 2471 Eastwood Ln. Monticello, MN 55362 Monticello, Wright County, Minnesota • Denotes found iron monument DATE: 9/11/23 DESIGN BY: DRAWN BY: CK CHECKED BY: CEG/CAW DWG FILE: 23-0362COS FILE NO.: 23-0362.00 ® Denotes set lath DESCRIPTION ■ Denotes catch basin Denotes manhole ►� Denotes watervalve -03 Denotes power pole ❑T Denotes telephone pedestal ❑1v Denotes cable television box *t Denotes light pole LS 15233 Denotes Dennis Taylor, LS Denotes bituminous surface Denotes concrete surface d d " d d o Denotes chainlink fence Drainage and Utility Easements are - — — OHE - Denotes overhead electric shown thus: — — — — — — Denotes easement Denotes existing adjoinersSBL t-JIL — Denotes building setback line 12 12'---I-----L--- N.T.S. Being 6 feet in width and adjoining lot lines, and 12 feet in width and adjoining plat boundary and street lines, unless otherwise indicated on plat. VSHEETS Chip Bauer L8 B2 EASTWOOD KNOLL 2471 Eastwood Ln. Monticello, MN 55362 Monticello, Wright County, Minnesota BOGART, PEDERSON & ASSOCIATES, INC■ LAND SURVEYINGCity MIAPPINGGINEERING 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Signed: Craig A. Wensmann Date: 9/20/23 Lic. No. 47466 DATE: 9/11/23 DESIGN BY: DRAWN BY: CK CHECKED BY: CEG/CAW DWG FILE: 23-0362COS FILE NO.: 23-0362.00 REV N0. DATE DESCRIPTION Certificate of Survey m m c� m O O K oC v ROOF VENTS AS REQ'D m N -_ PER CODE D15CLAIMER EXISTING 3045 IN PREPARATION OF TH15 PLAN EVERY o 3048 HOUSE ATTEMPT HAS BEEN MADE TO AVOID I MISTAKES. DESIGNER CANNOT GUARANTEE L, AGAINST HUMAN ERROR. CONTRACTOR TO 13 I VERIFY ALL DIMENSIONS AND CONDITIONS 8 I AND BE RESPONSIBLE FOR THE SAME. I THESE DESIGNS, CONCEPTS AND SPECIFICATIONS ARE INSTRUMENTS OF NEW ADDITIONII'-0" EXISTING EXISTING I I NEW I'_6" SERVICE AND A5 SUCH REMAIN THE HOUSE GARAGE I I ADDITION EXCLUSIVE PROPERTY OF COUNTRY LUMBER ® ® ®®® ® ® ( I AND ARE NOT TO BE COPIED WITHOUT THE MUMU MUMU® ®® m m I I m WRITTEN CONSENT OF COUNTRY LUMBER. ® ®M ® UM® ®U I I ®®® ® MUMU®® I I Z 9'-0" x 6'-0"\-I6-0" x 6-0" MATCH EXIST. {O OVHD. DR, OVHD. DR. SIDING t TRIM LEFT ELEVATION REAR ELEVATION I/6 I' -O" 1/6"= 1'-0 z C. U 3 DC� Lu °o < o m z� p UN NEW -E 15TING— V m N m _ ADDITION= GARAGE 10" — �rL �J n I. G.. NEW N ADDITION --- -- E45TING EXISTING GARAGE HOUSE MATCH EXISTING I FRONT ELEVATION 51DING d TRIM n FLOOR DRAIN n FLOOR DRAIN TO DRAIN TO I I TO DRAITO A II DAYLIGHT II N N I I EXISTING FOOTINGS t FOUNDATION I I N H u REMOVE EXISTING TOP CR5. BLK. I II = NEW II ADDITION I CRS. G" CONC. BLK. 4 CR5. 8" CONG. BLK. I UNIXCAVATED I G" x 8" CONC. FTG. I q I v I CRS. G" CONC. Bl -K. I 4 CR5. 8" CONC. BLK. I G" x 8" CONC. FTG. I I — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — -10 )12" 9'-3" 2'-9" 18'-3" '-10 1/2' 3G'-0" BASEMENT PLAN 1/4"= P-0" 2 OF 4 EXISTING HOUSE 7'-G" I I G' -G" I 12'-0" FLOOR PLAN 837 SFT. (EXIST. GARGE) 528 SFT. (NEI/ GARAGE) 1 /4'= I'-0" dS z � o N EX15TING 3 GARAGE EXISTING ROOFTRU55E5 N cV N @ 2'-0" O.C, � M N z I REMOVE EXIST. z d5 3 OVHD. DR. I I --------------- I r REMOVE EXIST. 1 I GVHD. DR. CONTROLJOINT @ CLG. I I I i I I I I REMOVE EXISTING I EXISTING I I I I GARAGE I ROOF I I I STRICT. TRU55— AGAINST EXIST,_— v NEW UDDER LACCESS T2 REMOVE EXISTING b o ADDITION -j B005-0. WALL o °" ROOM -IN -ATTIC_ NEW ROOF TRUSSES ADDITION _ F0x8-0� @ 2'-0" O.C, �_0"x8'0"---------I ¢ v OVHD. DR. I I OVHD. DR. I -v 1 2-11 7/8" LVL ) 1 2-11 7/8" LVL I 7'-G" I I G' -G" I 12'-0" FLOOR PLAN 837 SFT. (EXIST. GARGE) 528 SFT. (NEI/ GARAGE) 1 /4'= I'-0" ENGINEERED ROOF TRU55E5 W/ ENERGY HEEL @ 2'-0" O.C. 1/2" 05B BD. 5HTG. 15$ FELT ICE d WATER SHIELD ASPHALT SHINGLES 24 SUBFASCIA ALUM. 50f FIT $ FASCIA CONT, SOFFIT VENT 1 0" 14'-0" RIGID WIND WASH BARRIER AIR CHUTE 12 I I 8 F.V. I — I I I I Ij I II I II I II I it I II 3/4" T8G OSB I it I it I II I L. REMOVE EXISTING 518° GYP BD. CLG. p p ROOF IN THIS AREA VAPOR BARRIER p R-44 INSUL. p 2xG @ I G" O.C. p R-19 FIBERGL. INSUL p VAPOR BARRIERp -REMOVE EXISTING 7/10 OSB 5HTG. WALL 112' GYP. BD WALLS b 6 MAINT, FREE SIDING p p REMOVE EXISTING 2xG TREATED SILL PLATE p TOP CRS. BLK. 112'0 ANCHOR BOLT 4" CONC. p @ 6'-0° O.C. FLR. SLAB EXISTING SILL SEALER CONC. SLAB GRADE I CRS. G" CONC. BLK. 4 CRS. 8" CONC. BLK. EX15T. FOOTINGS 4 20" x 8' CONC. FTG. FDN. 4 BUILDING SECTION SEE BUILDERS SPECIFICATION FOR BUILDING MATERIALS 3/8"= 1,-0" OF 4 City Council Agenda: 10/23/2023 2K. Consideration to approve a Request for Development Stage Planned Unit Development (PUD) for a 150 -unit Multi -Family Residential Building in the B-3 Highway Business District. Applicant: Briggs Companies Prepared by: Meeting Date: ® Consent Agenda Item Stephen Grittman, City Planner and 10/23/2023 ❑ Regular Agenda Item Community Development Director Reviewed by: Approved by: Chief Building and Zoning Official, City Administrator Community & Economic Development Coordinator, Project Engineer ACTION REQUESTED Planning Commission unanimously recommends approval of the Development Stage Planned Unit Development. Motion to approve a Development Stage Planned Unit Development for Lot 1, Block 1 of Great River 2nd Addition, based on findings in Resolution No. PC -2023-26. Planning Commission also recommends approval of the rezoning to Planned Unit Development for Lot 1, Block 1, Great River 2nd Addition, the Great River Planned Unit Development. Rezoning of Lot 1, Block 1 to PUD will be considered with the Final Stage Planned Unit Development, pending the decision of the Council on the Development Stage PUD. PREVIOUS COUNCIL ACTION September 25, 2023: Approved the preliminary plat of the Great River 2nd Addition, creating the buildable lot for the proposed Planned Unit Development. REFERENCE AND BACKGROUND Property: Legal Description: Outlot B, Great River Addition PID #: 155-226-000020 Planning Case Number: 2023-022 Request(s): Development Stage PUD, Rezoning from B-3, Highway Business to Planned Unit Development City Council Agenda: 10/23/2023 Deadline for Decision: October 21, 2023 (60 -day deadline) December 20, 2023 (120 -day deadline) Land Use Designation: Commercial and Residential Flex Zoning Designation: B-3, Highway Business District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North: Attached Residential and Pond East: Vacant Commercial South: 1-94 West: Single -Family and Commercial Project Description: The applicant seeks approval of applications to allow a residential project totaling up to 150 multi -family units, with various parking facilities including a detached garage building sized to accommodate work vehicles and recreational equipment storage for residents. Approvals required include creation of and rezoning to a PUD District, and Development Stage PUD consideration for the project design and details. The project is planned to be constructed in two phases, with approximately two-thirds of the units constructed in the first phase within the easterly wing, along with the central common area. The westerly wing includes the remaining units and a series of tuck -under garage spaces. Both phases include underground parking on the lowest level below each building wing. ANALYSIS: Project Status The applicant's original application included a subdivision component by preliminary plat of the subject property into a 6 -acre development parcel and a 14 -acre outlot retained by the current property owners. The application further included a request for PUD zoning and Development Stage PUD approval for the 6 -acre parcel. The latter zoning portions of the request required a significant amount of additional detail for recommendation on the Development Stage PUD. The Planning Commission recommended approval of the preliminary plat, but tabled action on the PUD zoning requests. The City Council approved the preliminary plat and final plat at its City Council Agenda: 10/23/2023 meeting on September 25, 2023, with the applicant acknowledging that the property continued to be zoned B-3, subject to further review and consideration of the PUD zoning. The PUD portion of the project was considered at the regular Planning Commission meeting on October 3, 2023, with two motions under consideration: (1) Development Stage PUD, and (2) Amendment to the Zoning Ordinance establishing the Great River PUD Zoning District and rezoning the 6 -acre to PUD district. The Planning Commission recommended approval of both. If the Development Stage PUD is approved by the City Council, the applicant would be required to submit a Final PUD request to the City Council, at which time the rezoning to PUD would be considered by Council. An amendment to the Development Contract for Great River 2nd Addition would also be considered. The applicant supplied plan revisions which work toward resolution of the Exhibit Z Conditions of Approval for the Development Stage PUD. Background The proposed project is located on Lot 1, Block 1 of the Great River 2nd Addition, the farthest west 6 acres of the 20 acres owned by Riverwood Bank, between the north side of 1-94 and 7th Street West. The project parcel has frontage on both 7th Street West and Elm Street, as well as its exposure to 1-94. The current property is guided in the Monticello 2040 Vision + Plan for mixed uses as "Commercial -Residential Flex", and is zoned B-3, Highway Business. At a prior Concept PUD review, City officials expressed general conceptual agreement with the use of this westerly portion for residential uses, preserving the bulk of the property for future commercial. There was a question about the timing of additional multi -family units within the community and recognition that the City would be completing an update to its 2020 Housing Report for additional context on demand. Inclusion of residential on this parcel would be consistent with the Comprehensive Plan's designation of the area for mixed use (Commercial and Residential Flex). To accomplish the proposed development, the applicant recently received plat approval, and now must obtain approval of an amendment to the zoning ordinance creating a PUD District through rezoning of the parcel to that new district, and further obtain PUD project approvals. Following concept review, the next stage of review for PUD is the Development Stage approval. The proposed project varies somewhat from the proposal at the Concept Stage review, a common occurrence as additional design and engineering analysis is conducted for the project and the applicant seeks to address the feedback received during the Concept review. A significant component of the project's PUD proposal was the construction of a series of detached garages that would be rented to prospective tenants for use as storage or shop space, City Council Agenda: 10/23/2023 like that often available to single-family residents, but not to multi -family renters. In the concept drawings, two such structures were included in the parking field south and east of the principal structure. That has been changed to one building, with the other location now occupied by a green space for stormwater infiltration. Park Dedication Park dedication is a requirement of platting for residential plats. The Park, Arts & Recreation Commission reviewed this item on September 21, 2023, and recommended a cash payment in lieu of land dedication. This recommendation is based on the proximity of the site to existing park facilities, including the Monticello Community Center. The pathway connections required by plat will support connectivity to these facilities. The park dedication requirement is applied at the time of zoning approval for the project as a residential development, pursuant to the terms of the Development Contract regulating the plat approvals. Land Use and Planned Unit Development Analysis The plans propose approximately 100 residential units in the first phase, 150 units overall, an increase from the initial application showing 137 units. The applicant proposes that a portion of the units will be income restricted, with the remaining unit count at market rates. All surface parking and other site work would be completed with the first phase of construction, along with a portion of the detached garage building. Covered parking associated with the westerly wing units, and a portion of the detached garage building are proposed to be constructed with the second phase. The project design shows five levels of housing, with seven units at a "walk -out" grade facing the corner of 7t" and Elm Streets, which also are accessed via the underground garage level; 23 units on the main grade level accessible via the common area from the parking lot. This "first" floor includes 17 "tuck -under" garages in the westerly wing; then 40 units per each of the upper 3 floors (rather than the previous 35), a total of 150 units. The main level and upper three floors each include community room space and other common amenities. The bedroom count breakdown in the 150 units is as follows: 16 studio apts; 70 1BR apts; 43 2BR apts; 21 3BR apts; the total is 238 BR. For a six -acre parcel, the resulting density is 25 units per acre, within the expected density for multi -family development. The R-4 District, for comparative purposes, requires that the average unit size must be at least 800 square feet per unit. In this project, the average unit size is nearer to 900 square feet per unit, and many of the 1BR units are more than 800 square feet as shown. Parking: There are a variety of parking options on the project plans. Within the building, the lowest level includes 97 underground garage spaces, accessed via a garage entrance at the City Council Agenda: 10/23/2023 northwest corner of the building, from a driveway off of 7t" Street. Also in the main building, 18 "tuck -under" spaces are shown. These spaces are drive-in garages on the main parking level, also fronted by 18 open surface spaces; 1 of these 18 (both garage and open surface) is accessible. In addition to these spaces in the main building, the plan includes a detached garage building, shown with 30 individual bays of varying size, and described as having a variety of garage door widths and heights. As noted, the purpose of the spaces in this building is to accommodate tenants who desire to drive work vehicles home or store larger vehicles and equipment not typically available to residents of multi -family projects. As with the "tuck -under" garages in the main building, these garage units each have a single parking space in the open surface lot outside of the garage door accesses. The site plan shows a total of 157 surface parking spaces (including those mentioned with the garage units above). In all, the total parking available includes up to 311 parking spaces (covered and surface), plus an additional 14 parallel parking spaces at the south perimeter of the site. The applicant indicated that the detached garage units will be used for passenger vehicle parking, as well as keeping drive -home commercial vehicles, trailers, or even recreational vehicles, rather than typical tenant parking. As noted previously, several of these spaces in the area of the detached garage are available only as tandem spaces and would be dependent upon need to move vehicles that may be obstructing interior garage spaces. These would have to be tandem couplings of assigned spaces to specific renters to ensure access. A parking management plan that assigns outdoor spaces would be necessary to ensure access to the tuck - under and garage parking areas. Counting all available parking (including the detached garage area) results in a parking ratio of approximately 1.3 spaces per bedroom, and 2.1 per unit. The parking supply should be adequate and exceeds the code minimum of 1.2 spaces per bedroom. The applicant provided a parking assignment plan which illustrates the allocation of parking spaces by unit type and indicates 60 of the surface spaces would remain open and unassigned. This will accommodate variations in unit occupancy. Attention to the parking allocation as an ongoing management responsibility ensures reasonable use of the parking supply without concern for overflow onto the adjacent streets. Finally, there are three parking spaces adjoining the access to the underground garage which would not appear to easily serve the tenants of the building and should be eliminated as parking. Building Architecture: The building design incorporates the bulk of each wing as a long flat wall with projecting metal balconies, and projecting wall articulations at the entry connecting the City Council Agenda: 10/23/2023 two wings, as well as at the end of each wing. The roof line is punctuated with small rises over the balcony locations, approximately two feet above the otherwise continuous flat roof line. The total height of the building from the public street perspective is approximately 52 feet for the five exposed levels, and approximately 42 feet from the interior of the site for the four exposed levels. These heights do not include the change in elevation along the parapets over the balcony areas. Roofline caps of some dimension and extension from the building would be recommended to add further interest to the fagade. One discrepancy along the front building roofline (facing the public street sides) is that the elevation drawings show a raised parapet over the balconies and corner projection, but the perspective sketches of that view does not include that parapet detail. It is presumed that the variation will be included in the final building plan, and a condition reflecting this detail is included in the staff's recommendation. The building materials are dominated by a combination of horizontal and vertical steel siding. Brick areas are shown surrounding the main entrance, and at the lower residential level facing the northwest corner. Total percentages of the various materials are identified by the applicant's updated plans as follows: Principal Building: Detached Garage Building: 65% Onyx and White Steel Siding 38% Onyx and White Steel Siding 21% Cedar Tone Steel Siding 44% Cedar Tone Steel Siding 14% Cultured Stone 18% Cultured Stone It is noted that these percentages do not include doors, windows, or other glass exposures. Site Planning: The site plan is similar in layout to the Concept review plan, with access from both 7t" and Elm Streets, and a tiered building descending the grade from southeast to northwest. The project proposes a 40 -foot setback from the two public streets, while the comparable R-4 (Multi -Family Residential) District would require a 100 -foot setback. This is one aspect of the PUD flexibility sought by the applicant. Staff supports this design since it permits all of the parking to be screened from the streets by the building, leaving the street views of the building and landscape only, without parking. The design places the building at the street -front, a more favorable design than parking -forward sites. Moreover, an aspect of the R-4 district requirements is a 40 -foot green space adjoining the street side of the building, with which this design complies. It would benefit the site plan information to identify the total amount of impervious surface, which appears to be significant. Engineering staff will review this aspect of the plan. Engineering will also review to ensure that regional ponding is adequate to address stormwater City Council Agenda: 10/23/2023 from the project. An extensive series of infiltration ponding is shown on the plan, which dominates much of the available green space. The plan includes a swimming pool and amenity area just along the south wall of the easterly wing. The site includes little other usable on-site green spaces, due to slopes (north and east) or infiltration areas as noted. The phasing plan of development for the amenity area indicates that these and other site amenities will be developed with the initial construction. This is a condition of approval for the PUD. The plans were updated to show sidewalk routing within the project along the amenity area to the east and extending out to 7th Street. In addition, sidewalk flanks the parking area along the southwest wall of the building. Because the westerly building wing includes the series of tuck - under garage doors and external parking spaces fronting each garage, there is no pedestrian circulation along this section. The plans also show sidewalk in the public right of way along Elm Street and pathway along 7th Street. The 7th Street pathway construction anticipates the removal of the existing boulevard trees. The staff recommendation is a 6' sidewalk rather than bituminous pathway. Landscape: The landscape plan was updated to significantly increase tree plantings along the Elm Street frontage and especially along the 7th Street frontage. The 7th Street tree planting helps to mitigate the boulevard trees being lost to the pathway construction. The plan shows a variety of shrub and perennial plantings as foundation landscaping around the building, with turf lawn as the primary groundcover. The applicant should reconsider some of the material choices along the north wall of the building given that this area will receive little or no direct sun, and some of the plant selections could suffer in that location. Because of the significant amount of infiltration occupying green spaces along the west (Elm Street) boundary, the corner of Elm and 7th Street, the east (commercial property) boundary, and the internal parking area, landscaping may be affected by stormwater collection and occasional inundation. No details were provided on the infiltration basin landscape. Ensuring that these areas are treated and maintained will be necessary. Along the east boundary, the site will abut land that continues to be planned and zoned for commercial uses. This boundary requires a "Type B" Buffer, with size and planting as follows: TYPE B —AESTHETIC BUFFER Option 1 (20 feet width) Option 2 (10 feet width) Plus fencing This perimeter buffer functions as an 8 ACI of canopy trees + 2 ACI of canopy trees + intermittent visual obstruction from the 10 ACI of understory 14 ACI of understory City Council Agenda: 10/23/2023 ground to a height of at least 20 feet, and trees + 15 small shrubs trees + 35 small shrubs creates the impression of special per 100 linear feet per 100 linear feet separation without eliminating visual contact between uses. The current separation is more than 20 feet in width and includes 36 ACI (18 trees at 2" caliper inches) over the 500 -foot property line. The zoning ordinance for perimeter buffer requires that when development occurs adjoining undeveloped land, the requirement is to plant one-half of the buffer, with the remaining planting occurring on the adjoining parcel. The standard requirement for this site would be 20 caliper inches of canopy trees and 25 caliper inches of understory trees (plus significant shrub planting). The plan includes only the overstory tree planting and should be supplemented significantly to meet the buffer standards. The other landscape comment relates to the south boundary adjoining the 1-94 frontage. The plan shows a very narrow grass strip along this boundary, and no additional plantings. MnDOT recommends berming or fencing in these areas to mitigate noise and negative visual impacts. The applicant is relying on the completed detached garage building as a principal shield from freeway impacts, as well as smaller berm areas in the southwest and southeast corners of the site. As freeway construction in this area is substantially complete for the foreseeable future, no noise wall is likely from MnDOT, since the residential development here is a new project. Berming would certainly help to buffer some visual impacts, although the limited space would restrict the ability to berm more than a few feet. Staff recommends that the green space boundary in this area be maximized in width, and if no reasonable berm installed, planting a dense planting of the Black Hills Spruce and Blue Spruce used elsewhere on the site. These plantings should be spaced no more than 15 feet apart, to eventually grow into a reasonable visual screen. While landscaping has extremely limited value in noise reduction, the visual mitigation is still valuable, particularly since the berm and/or garage buildings will only screen the lowest portions of the main structure. Finally, staff recommends additional ornamental plantings around the amenity areas, including those spaces adjacent to the pool, play, and pet run areas, with an emphasis on plantings between the amenities and units that face those common spaces. Plantings should be designed to screen and buffer the activity spaces from the adjoining private living spaces. Budget Impact: The applicant provided a fee and escrow deposit which covers the expenses associated with the application review. II. Staff Workload Impact: Staff time for PUD plan review and report preparation is estimated at 12-15 hours. City Council Agenda: 10/23/2023 III. Comprehensive Plan Impact: The proposed residential use is consistent with the 2040 Plan land use guidance for the property as Commercial -Residential Flex. Lot 1, Block 1 can accommodate either commercial or residential land use development. PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed the application for Development Stage PUD and Preliminary Plat for the Great River 2nd Addition on September 5, 2023. Following the hearing and discussion of the September 5, 2023, meeting, the Commission tabled action on the Development Stage PUD application to October 3, 2023, and recommended approval of the Preliminary Plat. The approved minutes of the Planning Commission meeting of September 5, 2023, are attached for Council reference. On October 3, 2023, the Commission reviewed the updated materials provided by the applicant, as well as the updated staff report and review of the materials. The Commission noted the significant amount of detail in the revised Development Stage materials. Commission clarified snow storage locations on the site. Following review, the Commission expressed support for the proposed project and site design, unanimously recommending approval of the Development Stage PUD. STAFF RECOMMENDED ACTION The Development Stage plans include a significant level of additional detail and clarity for the proposed project and comparative to the original PUD submission. The plans show a great degree of compatibility with the R-4 District and in many cases the site planning exceeds R-4 standards, subject to some additional enhancements, specifically including the landscape plan. The proposed use of the site for residential purposes is consistent with the Monticello 2040 Vision + Plan document guidance, which supports mixed use development on the property. The multi -family use also provides a transition between the commercial uses existing and expected to the east and the existing lower -density residential uses to the west and northwest. Further, the proposed multi -family use represents an appropriate transitional use between the expected commercial development existing and intended to the east and the medium density residential densities to the west. Staff recommends approval of Decisions 1 and 2 above for the Development Stage PUD and rezoning to PUD, subject to the conditions identified in Exhibit Z. SUPPORTING DATA A. Resolution PC -2023-26, Development Stage PUD City Council Agenda: 10/23/2023 B. Resolution PC -2023-27, Rezoning to Great River PUD District C. Ordinance No. XXX (DRAFT, to be considered with a Final Stage PUD, as applicable) D. Aerial Image E. Project Narrative and Narrative Supplement F. Applicant Comment Response Letter, dated September 19, 2023 G. Civil Plan Set, Including: a. Removals and Tree Preservation Plan b. Phasing Plan c. Site Plan d. Dimension Plan e. Grading Plan f. Utility Plan g. Stormwater Management Plan h. SWPPP Narrative i. Erosion Control Plan j. Fire Truck Turn Radius Exhibit H. Stormwater Management Plan I. Stormwater Treatment Operation and Maintenance Plan J. Landscape Plan K. Architectural Renderings, Elevations & Floor Plans L. Building Materials Detail M. Tree Inventory N. Parking Management Plan O. Site Lighting Information P. City Engineer's Letter, dated August 25, 2023 and September 28, 2023 Q. Department of Building Safety & Code Enforcement Comments R. MnDOT Comment Email, dated August 16, 2023 S. Planning Commission Minutes, September 5, 2023 Z. Conditions of Approval EXHIBIT Z City Council Agenda: 10/23/2023 Conditions of Approval Briggs Monticello Suites Lot 1, Block 1, Great River 2"d Addition Development Stage PUD, Zoning Amendment 1. The Development Stage PUD is conditioned on adoption of the Zoning District amendment and Rezoning to Great River PUD District. 2. Approval of the residential PUD and associated zoning amendments are subject to approval and execution of final development agreement, or amended development agreement. 3. Sidewalk and pathway facilities as recommended by the City Engineer's office are required right of way improvements and a requirement of the PUD and prior approved plat. Six-foot width sidewalks are required along the 7t" Street and Elm Street frontages of the development parcel. 4. The PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council. 5. Removal of the 3 parking spaces adjoining the garage entry and demonstrate adequate planting room adjacent to the south 14 parallel parking stalls. 6. Final building plans to include the raised parapet sections along all facades as shown in the building elevation drawings and roofline cap extensions to add dimension to the building exterior. 7. Exterior resident site amenities including the pool, pet run and playground area are be developed with the initial construction. 8. The landscape plans are revised to show additional plantings along the east boundary to comply with the buffer requirements as noted in this report. 9. The landscape and grading plans are revised to maximize the green space along the south boundary with 1-94, the berms added to the plan are retained, and evergreen tree plantings consistent with this report are added to the south boundary to create a visual buffer between the site and the freeway. 10. Additional landscaping is provided to enhance the amenity areas, as well as to screen the activity areas from the private living spaces of the adjoining units. 11. All landscape areas, including the berm and buffer plantings noted in this report, are irrigated to help ensure survival. City Council Agenda: 10/23/2023 12. The applicant continues to work with the City on final parking management and other details and incorporates additional comments into the Final PUD plans as required. 13. Comments and recommendations of the City Engineer in the letter dated August 25, 2023 and September 28, 2023. 14. Comments of the Department of Building Safety & Code Enforcement as provided in their comments of September 27, 2023. 15. Comments and recommendations of other staff and the Planning Commission following the public hearing. 16. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-26 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PUD FOR PROPERTY PROPOSED AS THE GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT LEGAL DESCRIPTION: LOT 1, BLOCK 1, GREAT RIVER 2"D ADDITION WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in a PUD District, known as the Great River PUD District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses, consistent with the economic development goals of the city for the described property; and WHEREAS, the site is guided for mixed uses as Commercial -Residential Flex in the City's Comprehensive Plan; and WHEREAS, the site is concurrently being considered for rezoning to PUD, Planned Unit Development District which would control the uses and site development requirements on the property; and WHEREAS, the proposed plat and Development Stage PUD are consistent with the long- term use and development of the property for mixed uses; and WHEREAS, the Planning Commission held a public hearing on September 5, 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello Comprehensive Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-26 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location, guided and zoned for mix use, including the proposed multi -family development. 3. The improvements will have expected impacts on public services, including sanitary sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate appropriate development of the subject property, and are consistent with the objectives of the City's Comprehensive Plan. 5. The PUD flexibility for the project, including managed public street access, structured parking, modified setbacks, affordable residential development, and provision of options for storage of work vehicles are consistent with the intent of the City's economic development objectives, including its most recent Housing Study, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD for the Great River Planned Unit Development, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The Development Stage PUD is conditioned on adoption of the Zoning District amendment and Rezoning to Great River PUD District. 2. Approval of the residential PUD and associated zoning amendments are subject to approval and execution of final development agreement, or amended development agreement. 3. Sidewalk and pathway facilities as recommended by the City Engineer's office are required right of way improvements and a requirement of the PUD and prior approved plat. Six-foot width sidewalks are required along the 7t" Street and Elm Street frontages of the development parcel. 4. The PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council. 5. Removal of the 3 parking spaces adjoining the garage entry and demonstrate adequate planting room adjacent to the south 14 parallel parking stalls. 6. Final building plans to include the raised parapet sections along all facades as shown in the building elevation drawings and roofline cap extensions to add dimension to the building exterior. 7. Exterior resident site amenities including the pool, pet run and playground area are be developed with the initial construction. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-26 8. The landscape plans are revised to show additional plantings along the east boundary to comply with the buffer requirements as noted in this report. 9. The landscape and grading plans are revised to maximize the green space along the south boundary with 1-94, the berms added to the plan are retained, and evergreen tree plantings consistent with this report are added to the south boundary to create a visual buffer between the site and the freeway. 10. Additional landscaping is provided to enhance the amenity areas, as well as to screen the activity areas from the private living spaces of the adjoining units. 11. All landscape areas, including the berm and buffer plantings noted in this report, are irrigated to help ensure survival. 12. The applicant continues to work with the City on final parking management and other details and incorporates additional comments into the Final PUD plans as required. 13. Comments and recommendations of the City Engineer in the letter dated August 25, 2023 and September 28, 2023. 14. Comments of the Department of Building Safety & Code Enforcement as provided in their comments of September 27, 2023. 15. Comments and recommendations of other staff and the Planning Commission following the public hearing. 16. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 3rd day of October, 2023, by the Planning Commission of the City of Monticello, Minnesota. MOf'QTICELLN PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schur aryn, Community Development Director 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-27 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO PUD, GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT: LEGAL DESCRIPTION: LOT 1, BLOCK 1, GREAT RIVER 2"D ADDITION WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in a PUD District, known as the Great River PUD District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses, consistent with the economic development goals of the city for the described property; and WHEREAS, the site is guided for mixed uses as Commercial -Residential Flex in the City's Comprehensive Plan; and WHEREAS, the site is concurrently being considered for rezoning to PUD, Planned Unit Development District which would control the uses and site development requirements on the property; and WHEREAS, the companion plat and Development Stage PUD are consistent with the long- term use and development of the property for mixed uses; and WHEREAS, the Planning Commission held a public hearing on September 5, 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello Comprehensive Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-27 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location, guided and zoned for mixed use, including the proposed multi -family development. 3. The improvements will have expected impacts on public services, including sanitary sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate appropriate development of the subject property, and are consistent with the objectives of the City's Comprehensive Plan through its EDA and other agencies. 5. The PUD flexibility for the project, including managed public street access, structured parking, modified setbacks, affordable residential development, and provision of options for storage of work vehicles are consistent with the intent of the City's economic development objectives, including its most recent Housing Study, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Zoning Amendment and the rezoning of the subject property to PUD, Great River PUD District, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The Development Stage PUD is conditioned on adoption of the Zoning District amendment and Rezoning to Great River PUD District. 2. Approval of the residential PUD and associated zoning amendments are subject to approval and execution of final development agreement, or amended development agreement. 3. Sidewalk and pathway facilities as recommended by the City Engineer's office are required right of way improvements and a requirement of the PUD and prior approved plat. Six-foot width sidewalks are required along the 7t" Street and Elm Street frontages of the development parcel. 4. The PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council. 5. Removal of the 3 parking spaces adjoining the garage entry and demonstrate adequate planting room adjacent to the south 14 parallel parking stalls. 6. Final building plans to include the raised parapet sections along all facades as shown in the building elevation drawings and roofline cap extensions to add dimension to the building exterior. 7. Exterior resident site amenities including the pool, pet run and playground area are be developed with the initial construction. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-27 8. The landscape plans are revised to show additional plantings along the east boundary to comply with the buffer requirements as noted in this report. 9. The landscape and grading plans are revised to maximize the green space along the south boundary with 1-94, the berms added to the plan are retained, and evergreen tree plantings consistent with this report are added to the south boundary to create a visual buffer between the site and the freeway. 10. Additional landscaping is provided to enhance the amenity areas, as well as to screen the activity areas from the private living spaces of the adjoining units. 11. All landscape areas, including the berm and buffer plantings noted in this report, are irrigated to help ensure survival. 12. The applicant continues to work with the City on final parking management and other details and incorporates additional comments into the Final PUD plans as required. 13. Comments and recommendations of the City Engineer in the letter dated August 25, 2023 and September 28, 2023. 14. Comments of the Department of Building Safety & Code Enforcement as provided in their comments of September 27, 2023. 15. Comments and recommendations of other staff and the Planning Commission following the public hearing. 16. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 3rd day of October, 2023, by the Planning Commission of the City of Monticello, Minnesota. NTICELLOPLANNING COMMISSION \(� / 'P1 I, Paul"41kensor, Chair ATTEST: Angela Schunyadq(, Cojnmunity Development Director 3 ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 153 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE GREAT RIVER PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO PUD, GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT: LOT 1, BLOCK 1, GREAT RIVER 2"D ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section §153.047 — Planned Unit Developments, is hereby amended by adding the following: (_xx_) Great River PUD District (a) Purpose. The purpose of the Great River PUD District is to provide for the development of certain real estate subject to the District for multi -family residential land uses. (b) Permitted Uses. Permitted principal uses in the Great River PUD District shall be multiple family residential uses on the subject property, subject to the approved Final Stage Development Plans dated , and development agreement dated , 2023, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of §153.028 (0) - Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to the various residential uses, as specifically identified by the approved final stage PUD plans. For the Great River PUD, storage and keeping of commercial vehicles, equipment, and related materials of residents of the district shall be an allowed accessory use within detached garage spaces as approved on the Final Stage PUD plans. No such storage or equipment shall be permitted within the principal residential structure. (d) District Performance Standards. Performance standards for the development of any lot in the Great River PUD District shall adhere to the approved final stage PUD plans and development agreement. (e) In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4 Residential ORDINANCE NO. District shall apply. (f) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the §153.028(0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-3, Highway Business District to PUD, Great River Planned Unit Development District: Lot 1, Block 1, Great River 2nd Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this day of , 2023 ATTEST: Rachel Leonard, Administrator Lloyd Hilgart, Mayor 2 ORDINANCE NO. AYES: NAYS: F�n Monticello Residential Suites Development 1 Narrative 9-19-23 It is our goal is to provide a new 150 units, four story apartment project in two phases. Level 0 has 7 units, Level 1 has 33 units, level 2 has 40 units, level 3 has 40 units, level 4 has 30 units. The Exterior fagade would include a combination of Horizontal & Vertical 5" EDCO Steel siding, Cultered Stone, Powder Coated Aluminum balconies throughout. All Trims including Garage doors, soffit, facia, to include Aluminum Wrap Accents. 162 + covered parking stalls in various options. Tuck Under/Detached & Underground with EV charging Stations. 46 of the 148 Detached Garages with a mix of cold and heated space. Including a garage door mix of IOx8HIOx12/1Ox14/12x12 /12x14/16x10 Garages will be a mix of 20/24/48 ft in depth. All Garages will have openers & keyless entry & power. Proposed objectives are to Design, Construct and Manage 20% of Income Restricted and 80% of Market Rate Apartments in Monticello. To add an element of Superior and forward -thinking design based on the recent housing study zoom meeting & economic changes. In the Real estate space buyers today have half of the purchasing power than they did a year ago. Renters & Non - Renters in all levels of the lifecycle space want and need larger cold/heated garage space at their home. Space/Convenience/Affordability and time management in today's hectic demands are some of the reasons for the need of this project in Monticello. Proximity to highway 94, and local businesses who can service and maintain unsecured personal property such as boats/Snowmobiles/campers/recreational trucks & cars for this cliental is why this location is a viable option. It is also viable for many of our residents that work in the construction industry that need larger space to park their company vehicle & or trailer in covered indoor space. This location is also in alignment to help revitalize the downtown business. This location is within walking & Biking distances of downtown. Density in this region of Monticello will be the key to the local business success. These unique garage amenities within this housing community that can become available in 2025 is one of the reasons residents in Minnesota would choose Monticello. Retaining and providing current residents larger garage space needs and wants that are not being met will help accomplish Monticello's housing plan and will continue to see more pressure on the need/want for larger garages onsite where they live ... There is no rental housing options currently available in Monticello that offers this amenity. If we proceed now these options for the community will be available in 2025. Thank you for giving us this opportunity to work with and be a part of The City of Monticello Housing Efforts. Monticello Residential Suites Amenities 1. Community Room with kitchen, tables, furniture & Wi-Fi 2. Crafts & Exercise room 3. Elevator 4. 9 -foot ceilings on 1St floor 5. Stainless Steel Appliances 6. Designer Lighting 7. Controlled Entry 8. Surveillance throughout entire community 9. Onsite Management Office 10. Outside Patio 11. Outdoor Screen Porch with a patio 12. Indoor Parking. Attached & Detached 13. Business Flex Office 14. Yoga/Relaxation room 15. Youth development room 16. Movie Theater 17. Package room 18. Pet Spa 19. High Speed Internet Patrick Briggs Monticello Residential Suites Supplement 1 Narrative 10-3-23 Additional updated supplements attached per staff meeting recommendations on 9-25-23. • Grading plan showing berms in SW & SE corner of subject property • Revised Landscape Plan • Revised North Elevation showing parapets. Planning/Development/Construction timeline 2023 Entitlements 2023/2024 TIF Application/District formation/Building/State Permit Submittal 2024/2025 Secure Contracts/Site work 2025 Building construction 2026/2027 Certificate of Occupancy Patrick Briggs TO: Hayden Stensgard & Matt Leonard, City of Monticello FROM: Patrick Briggs & Chris Dahn, Bogart, Pederson & Associates DATE: September 19, 2023 RE: Briggs Apartment Rezone/PUD/Preliminary/Final Plat/Civil Plans — Engineering 8-9-23 Memorandum//Staff & PC/CC review Delivery by Dropbox City Project No. 2023-22 WSB Project No. 022968-000 Thank You for reviewing the Briggs Apartment Site Development stage Site Plan/ Rezone/Cup/PUD/Planning Commission & Preliminary & Final Plat and Civil plans. Briggs & BPA has reviewed the comments from the city's preliminary plat review and the city engineer's review in the Planning Commission Agenda, dated 09/05/2023. We offer the following response to comments and recommendations that have been made in the review. Comments on the plan have been tabulated and responded to below. Exhibit Y Development Stage PUD Comments 1. Compliance with the conditions in Exhibit Z for approval of the Great River 2nd Addition preliminary plat. Response: Comment noted. 2. Clarify narrative, and match with plans for: a. Unit count b. Detached Garage Count c. Phasing Response: Comment noted, these items have been added to the civil plans. 3. Clarify description of building height, materials quantities, and provide additional articulation — both wall and parapet. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com • Response: The updated Architectural plan covers these items except for Material Quantities. This portion will be completed by the end of the day today. 4. Clarify management of parking areas and accessibility to tandem garage arrangements. Response: The Parking Plan request will be completed by the end of today 5. Supplement landscape plan significantly — particularly at perimeter of site — ornamental along 7th and Elm Streets; Response: The Updated Landscaping plan covers these items. 6. Provide significant ornamental and buffering landscaping and berming along 1-94 and east buffer boundary. Response: The Updated Landscaping plan covers these items. Including the parking structure 7. Address open stalls on east end of detached garage — Outdoor storage is not an allowed use in residential areas. Response: The open stalls have been removed and replaced with an expanded garage and lengthened parking stalls. 8. Address architecture and features of detached garage buildings — esp. materials and building/garage door height, etc. Response: The updated Architectural plan covers these items 9. Address internal pedestrian circulation. Response: Additional sidewalk and trails are now provided. More information provided below. 10. Address connections to public trail/sidewalk system. Response: Additional sidewalk and trails are now provided. More information provided below. 11. Provide information on unit sizes, and other issues related to City requirements. BPA Response: The updated Architectural plan covers these items 12. The residential PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council. Response: Comment noted. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com 13. Comments and requirements of the City Council related to final plans, and any changes or amendments the Council may require. Response: Comment noted. 14. Comments and recommendations of the City Engineer in the letter dated August 31 st, 2023. Comments and recommendations of other staff and the Planning Commission following the public hearing. Execution of amendment to the development agreement incorporating the PUD and governing the PUD in accordance with the standard requirements and the additional recommendations noted in this report. Response: Comment noted, See comments/responses below. 15. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. Response: Comment noted. Conditions of Approval for Preliminary Plat 1. The Zoning Amendment establishing the PUD District, Rezoning of the Subject Property, and Development Stage PUD are tabled until additional plan information can be submitted and reviewed. Response: Comment noted. 2. Approval of the Preliminary Plat and Final Plat are conditioned on agreement to prohibit development of the proposed residential PUD until PUD plans have been submitted and approved by the City, subject to final development agreement and all other requirements and a requirement that the plat shall be developed in accordance with the applicable zoning in effect at the time of development. Response: Comment noted. 3. Sidewalk and/or pathway facilities along Lot 1, Block 1 of the proposed plat as recommended by the City Engineer's office are required right of way improvements and shall be installed by the developer as a requirement of the plat. Response: Additional sidewalk and trails are now provided. More information provided below. 4. Approval of the Preliminary Plat and Final Plat are conditioned on verification by the City Engineer that the existing right of way for both 7th Street and Elm Street will accommodate the installation of pedestrian path and/or sidewalk facilities by the development as required right-of-way improvements. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com Response: Additional sidewalk and trails are now provided. More information provided below. 5. Comments and recommendations of the City Engineer in the letter dated August 31st, 2023, as well as comments provided on the civils plans. Response: Comment noted, See comments/responses below. 6. Comments and recommendations of other staff and the Planning Commission following the public hearing. Response: Comment noted. 7. Execution of a development agreement governing the plat in accordance with the standard requirements and the additional recommendations noted in this report. Response: Comment noted. City Engineering Comments Preliminary/Final Plat & General Comments 1. City staff and Fire Marshall will provide comments under separate cover. Response: Comment noted, Additional fire truck turning information is provided. 2. With final plat submittal, provide a sheet with hatching for differing pavement types (streets, concrete walk, bituminous trails, etc.). Provide signing and striping sheet(s). Response: Additional hatching and pavement information is now provided. 3. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. Response: A fire department exhibit including the hydrant locations and turning movement of a firetruck is now included in the plans. 4. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. Response: Comment noted, These have been updated as well. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com Existina Conditions & Demolition Plans (Sheet C1 5. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, structure rim/invert elevations, etc. Response: The existing conditions referenced for the civil design now includes the utility information in the plan. The preliminary plat includes the rim and invert information in a table. 6. Add more items to the legend including the linetypes for the various elements on the plans such as property lines, easement lines, setback lines, property corners, utility linetypes, etc. Response: The legend for existing elements is now included in the removals plan. 7. Show a 2' strip of bituminous replacement adjacent to curb removals/replacement. Response: There is now a 2' strip of replaced asphalt called out. 8. Show more contour labels for the areas south of the lot. Response: Additional contour labels are now shown for reference. Site Plan (Sheet C2) 9. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turnaround space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. Response: A turning movement for a ladder truck is now included in the plans. There are no concerns. 10. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. Response: These 2 pedestrian paths are now included with more sidewalk in the site for circulation. 11. Show any proposed signage and lighting units on site plan. Add stop signs at the exit points of the site. Response: Stop signs, light pole locations, and ADA signs are now included. 12. Turn off existing contouring on site plan for clarity. Response: These contours are no longer visible on the site plans. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com 13. Confirm whether or not there will be a monument sign and show location on plan. Response: A monument sign is proposed at the north corner of the lot. The location has changed and is outside of the easement. 14. Provide additional dimensioning examples of parking spaces. It appears there are at least two size variations proposed. Response: Additional information is now provided for the parking spaces. Parallel parking is now also provided. 15. Provide more specific hatching in the legend for the various pavement types (i.e. 4" versus 6" concrete, standard versus heavy duty bituminous pavement, etc.) Response: Additional information and hatching variations are now included. Sidewalk/concrete has 2 depths, all bituminous pavement will have the same thickness. Grading & Drainage Plan (Sheet C3) 16. Label more of the proposed contours and the location of all EOF's. Locations of EOF's or other concentrated discharge point over vegetated areas will require a permanent energy dissipation/stabilization method such as rip -rap or permanent turf reinforcement matting. Response: The proposed contours are now more detailed. EOFS of all low points are now shown. Flexamat block is now utilized at the western swale. 17. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. Provide more grading detail, spot elevations, or note(s) to reinforce this requirement. Response: ADA areas have looked at further and more detailed is shown along the accessible routes. Of note, the north corner within the pedestrian ramp has a flowline slope between 4 and 8% due to the steepness of the road, this will be further looked at for the next submittal. 18. With final construction plans, provide more spot elevations along curb lines, requisite with what would be required for a surveyor to provide construction staking. Response: More spot elevations and slopes are present on the grading plan for additional detail. 19. Include additional drainage arrows on plans showing direction of runoff within vegetated areas. Response: Additional slope arrows are now provided. 20. Note the size of proposed storm sewer structures. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com Response: Sizes of proposed structures are now included. They are all able to be 48". Casting information is now also included. Utility Plan (Sheets C4) 21. Show more clearly (with thicker lines) where the water/sewer service extensions are located on the plan; currently, they are difficult to distinguish from the existing linework. Response: Thicker lines are now used for the utility lines and the contours lightened. 22. It is not clear what the existing valve configuration and hydrant location is with the existing water service, review and correct the plans. Response: This orientation has been updated and matches with the as -built plans. 23. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. Response: Comment noted. This will be provided. 24. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacing. Response: This is now shown in the fire department exhibit. An additional hydrant is now included within the site. 25. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan (if required). Response: Comment noted. The location of the PIV is now indicated on the plans. 26. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Response: Dimensions have been added, the services are approximately 17 feet apart. The new crossing water main is now shown as well. 27. Add general notes to the utility plans to the effect of: a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. Response: These notes have been added to the utility plans. Stormwater Management & Modelling (Sheet C5) 28. Provide the hydroCAD calculations with the final submittal to verify drainage areas, impervious and treatment capacity. Response: Hydrocad calculations have been made and should be included in the submittal. Please contact BPA if it wasn't provided/recieved. The peak elevations and other information are shown in the storm water management plan. 29. This site was designed to drain to the regional stormwater pond on the north side of 7th St. The pond will provide rate control for the site based on a curve number of 89. Complete, the site is shown to have a curve of 89 meeting requirements. Response: Comment noted. The combined CN is still below 89. 30. Sheet 5C references web soil survey for soils information, please Include soil borings to verify soil types and infiltration rates for the site along with separation from the ground water. Soils borings should be a minimum of 5' below the bottom of the proposed infiltration basins. Response: Currently, soil borings have not been completed but are scheduled. Please consider approval of plan being contingent on receiving soil borings that are consistent with the current design assumptions. 31. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. a. Verification of soil infiltration rates is required. b. When designing an infiltration practice for volume control and water quality management, on-site testing and detailed analysis are strongly encouraged in order to determine the infiltration rates of the proposed infiltration facility. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com Documented site-specific infiltration or hydraulic conductivity measurements (double -ring infiltrometer) completed by a licensed soil scientist or engineer is required. Response: Comment noted, the stormwater management plan has been updated to have a double ring infiltrometer test be completed after the basins have been final graded. 32. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. Response: This is now included. 33. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. Response: Comment noted. 34. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Currently rain guardian turrets are shown. Additional pretreatment will be required for the central infiltration basin to prevent maintenance issues in the future. CBMH 2 and 7 should be 4 foot sumps per City standards. Response: New sumps and forebays are proposed around the site. A pretreatment measure is present on all inlets unless it is discharge from an upstream infiltration basin. A forebay for all the rain turrets is now proposed on the central and west basin. 35. Provide a stabilized EOF route for the central infiltration basin. a. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. Label all EOF locations on the plans. b. The maximum flow depth in EOFs shall be less than equal to one foot as calculated for a 100 -year back-to-back storm event. c. At least two feet of vertical separation is required from an area's emergency overflow elevation to the lowest opening of a building. Current plans show garage FFE of 960 and an EOF elevation of 958. Response: These requirements have been incorporated into the design for the emergency overflows of the basins. The garage elevation has been raised half a foot. 36. For basins with a suitable outlet, freeboard will be two -feet above the HWL determined by modeling the 100 -year critical event. Verify HWL have a minimum of 2' from all structures. Response: The basins are now modeled in HydroCAD. All buildings are at least 2' higher than the 100 -year peak elevation. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com Erosion Control & SWPPP Plans (Sheets C6 & C7 37. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future full plan set submittals. In progress, a more detailed review of erosion/sediment control and SWPPP will be conducted with future submittals. Response: Comment noted. 38. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review (if required due to disturbance limits), prior to construction commencing. Response: An NPDES permit is required and will be provided prior to any construction on site. 39. Label redundant perimeter control around the stormwater treatment areas. Silt fence should be double layered to a 3 foot minimum separation and 5 foot maximum separation. Show a row of silt fence or bio -roll at the bottom of the slope around the perimeter of the infiltration areas. Response: Redundant perimeter controls have been added around the infiltration basins. Due to the small bottoms of the basins, it is not feasible to put additional BMPs at the bottoms of the smaller basins. The largest west basin does incorporate the additional BMPs. Additional erosion and sediment control measures have been added throughout the site. 40. Change line type or color on erosion control plan show erosion control BMP's clearly show up. Currently they blend into the contour lines. Response: The colors of the erosion control have been changed to be more clear on the plans. Proposed contours lines have been lightened. 41. Erosion control blanket is required for slopes 4:1 or greater. Response: Erosion control blanket is now proposed in areas with 5:1 and greater slopes. Construction Notes & Standard Details Plans (Sheets C8 & C9) 42. The pavement design/typical section shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site and may need to include a thicker aggregate section and/or a sand section here the fire truck access route is intended. Provide details for the various pavement sections. Response: A geotechnical report is unavailable currently. The final pavement section will be determined through this report. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com 43. Provide details for the proposed stormwater treatment areas. A 4" layer of basic "topsoil" is not typically recommended with infiltration basins, reference the MN Stormwater Manual for preferred soil types and specifications. Response: This detail has been updated to be in line with the MPCA example and more information on notes is provided. 44. Provide specific details for each of the control structures proposed. Response: All control structures are standard storm manholes. The only change from the detail is the HAALA pond skimmer grate which is called out in the utility plan. If a change is needed, please note. 45. Some details appear to be very light in color and may be difficult to read on printed hard copy, please review. Response: This has been revised. 46. Use City details in all cases where practicable. A full review of standard details will be conducted with the final plat submittal. Response: City details are now included for all relevant details. Traffic & Access 47. Five spaces must be dedicated as Americans with Disabilities Act (ADA) compliant in the indoor heated lot to meets the required amount for lots with a total of 101-150 parking spaces. Four spaces must be dedicated as ADA compliant in the outdoor lot to meet the required amount with a total of 76-100 parking spaces. Accessible parking spaces and aisles must meet all ADA requirements. Response: 4 spaces are now proposed outside. Additional ADA stalls are present within the building. 48. The site would generate approximately 227 daily trips, 19 AM peak hour trips and 20 PM peak hour trips. The existing Average Daily Traffic on 7th Street is 5300 and on Elm Street is 1550. The addition of the proposed traffic should not have an impact on roadway capacity or operations. Response: Comment noted. 49. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also, to provide connectivity, a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com Response: These sidewalk and trail connections are now proposed. 50. Provide a sight line exhibit at 7th Street access and show that intersection/driveway sight distances will be met. Response: A 30' sight triangle is now included in the site plan. No sight obstructions are included in this area. Wetlands & Buffers 51. A wetland delineation should be completed and submitted to the Local Government Unit (the City of Monticello) for review and approval. There is a mapped National Wetlands Inventory (NWI) wetland at the east side of the parcel. Response: This has been investigated through the wetland report conducted by John Anderson. No wetland areas are present on the proposed site or the lot. 52. If wetland impacts are proposed, a replacement plan must be submitted to the City of Monticello for Wetland Conservation Act (WCA) review. Response: No impacts to wetlands are proposed. 53. The City has wetland buffer and setback rules that are based on the functional quality of the wetlands. If wetlands are identified on site, wetland buffers and setbacks will be required. Response: See above. If you have any questions, I can be reached at (763) 262-8822. Thank you for providing review comments for this project. Sincerely, Briggs Companies Bogart, Pederson & Associates, Inc. Christopher J. Dahn, P.E. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com MONTICELLO RESIDENTIAL SUITES BRIGGS COMPANIES ELM STREET & 7TH STREET WEST CITY OF 1"`1140NTICELLO, WRIGHT COUNTY CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson & Associates, Inc. CIVIL ENGINEERING LAND SURVEYING ENVIRONMENTAL SERVICES 0 B; q La ke Fairhaven ' 't Rwer soUth Haven •............ ss Gtsego oa�tar. M,apieLakF - +ille SS - .• Frencr'' - Buffalo ass Knapp ?J kvdhIand ss Greenfe,d Rockford Cokato _ Waverty ,�. Montrose Aarn Re;kve Ss Loreto Delano Stockhdm Independence •--t ?dna' � �- - v Rice-Lake Maple P'airi Long ........... �..................................................................................................................................... Gror�a - s ao W in step Watertown WRIGHT COUNTY, MINNESOTA DEVELOPMENT STAGE APPLICATION 09/26/2023 PROJECT LOCATION , MN .r ^Ok UJI _ zI r z VICINITY MAP Sheet List Table Sheet Number Sheet Title CO Cover C1 Removals and Tree Preservation C2 Phasing Plan C3 Site Plan C4 Dimension Plan C5 Overall Grading Plan C6 Grading Plan C7 Utility Plan Cg Stormwater Management Plan C9 Erosion Control Plan C10 SWPPP Narrative C11 Site Details C12 Site Details C13 City Details C14 City Details C15 City Details C16 City Details C17 Fire Department Exhibit REV NO. DATE DESCRIPTION - 08/16/2023 DRAWINGS ISSUED TO CITY 1 09/19/2023 REVISED PER CITY REVIEW 2 09/26/2023 SOUTH BERM REVISIONS PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D. QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC. s. Inv -9 r K �— S • FES 36" CMP S Elev.- 932.55 S Rim=942.27 \ S — lnv=933.12 S Rim=942.66 \ `\ Rim=943. 17 \� \ 36" \ Inv.=932.86 w Rim=943.62 W Inv.=934.20 E Iv.=nv — 934.20 D673 S n939.47 CP8" PVC SDR 35 Sam. Q / \ Rim= S � Inv.=942.57V � Rough location of trail \ \ \ Ak_ y. `S`S 9 Q9 \ 9�6 / �Rim=9 ALL TREES T H =935.52 AUL 6, s\ \_ 4 ��'�\ \ WA R PROPOSED P H. � S � —Rim=949.05 � / � \ S \ � •� C =9J7.73 \ 9 IQ 9� Rim=948.16 / �\' S Inv. -933.79 T Rim.=9 J4. 4 / S Set \ \\�' Q�=\ Clnv.=934. r — Is MAINTAIN & PROTECT HYDRANT & VALVES Set � � n . / / ¢ W lug Inv.=945. 52 --�—_— —__ 80' CURB CUT & 2' WIDE ASPHALT SAW -CUT & REMOVAL S 30" RCP / SBL El \ FES l CMP �/ // / / ev.• 958.62 � / / \ SSL SBL / 60 S 4P Fmi 0 CP AP 83' LONG, 2' WIDE ASPHALT SAW -CUT & REMOVAL 'K / TNH Dev.• 96/.34/ ^P / Alp \ -%t \9 19 19 ^0r' 9S6' 9S8\ � Sei g MAINTAIN MNDOT FENCE \`9S S� Set 19S \��� Sec Set / \9S�\ 9SS a 0 N LEGEND: N REMOVE PAVEMENT SECTION (AS INDICATED). z O ~ w AS INDICATED REMOVE EXISTING TREES) ( O � z O U 0 Fn 40' 0 co >_ v LU X REMOVE FEATURE (AS INDICATED) Ln w 2 (n ( 0- UJ W SCALE: 1" = 40' Z o m SALVAGE (AS INDICATED) O < w O 0U) SAW -CUT EXISTING CONDITIONS LEGEND: Q Cl) N 000 Cl) N Cl) N ® Denotes catch basin 0 Denotes electrical cabinet o 0 0 ® Denotes water service ® Denotes fiber optic marker Z N Denotes sanitary manhole M g g 0 z o ►� Denotes watervalve Denotes signLO N U Denotes power pole J 0 o E-- Denotes guy wire 0 Lu o N ❑T Denotes telephone pedestal ® Denotes fiber optic vault m Denotes hydrant Co Co 0 LU O Denotes beehive catchbasin z Y LL z O B Denotes bollard LU U LU Denotes P light ole 9 0 0 0 U 0 LLL 110- Denotes flared end section Denotes culvert U N 00 LS 16321 Denotes David Thorp, LS L LS 13637 Denotes Paul Thorp, LS 0 a� LC) LS 44606 Denotes Kyle Klasen, LS � LS 15233 Denotes Dennis Taylor, LS 0 N �J- JL, o z Denotes bituminous surface C vQi- ` C O Denotes concrete surface a D N �, N N L O Q Denotes gravel surface +J o o Q N t ��— Denotes wood fence Q c U Denotes chainlink fence .E o o - — Denotes overhead electric D) .�5 p — — — — — — Denotes easement o o C Denotes major contour _ ;v 0- C/) Denotes minor contour Denotes sanitary sewer - Denotes storm sewer Denotes waterline Z N Denotes existing adjoiners O V — SBL — Denotes building setback lineZ o Denotes building setback line w/ LO v W C Z °° N Q � wN DEMOLITION GENERAL NOTES: W W LU 3 Q U (W� 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL ^ u V � mX O Lu w� UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE (9 Z _J W N PROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONS O Z W Q �N ~ � INCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS, Q U) wwz cn > Z W U)� ETC. U) z z � M O � 2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL O 0 _ CDF_ STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS m z 5;J Q w oM (UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM v W THE CITY. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TO EXISTING UTILITIES PRIOR TO ANY DEMOLITION. 4. CONTRACTOR SHALL COORDINATE WITH THE CITY OF MONTICELLO FOR ALL UTILITY DISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE LL J z CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE z O AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL — OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY Q CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. J J > 5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BEW Q :3 LU PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE z U V) DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN � Q LU WATER. z + W 0- 1110 6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT 0 2 'i LLI NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY LV FEATURES TO REMAIN. O Of LU U o 0 0 0 z REFERENCE BENCHMARK: J rn }' Q First top nut hydrant SE'ly of the intersection of J V 0_J (/) Elm St. and 7th St. W. LU Elevation = 948.18 feet (City Datum) U m G Q O. O PROJECT BENCHMARK: z Top nut hydrant in the NW'ly quadrant of Elm St. and O 7th St. W. U LTJ Elevation = 944.53 feet (City Datum) C = [SHEET NO. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 C1 / IT =943.33 \ / UL / LEGEND: � `\ K s ------ - - - - -- F s } * FES 36" CMP s , PHASE 1 PROPOSED ASPHALT PAVEMENT O S / Elev.• 932.55 L ------J U w (A \ R'm=944 5 - - - N�lnv.=94/.5/ \ S \ O Z Rim =942.27 a W O Inv.=961 33.12 ~ V) �nvl -935.4/ \ / \ r 0 40 LU) UjU ~ w \ r \ 91 Rim --942.66 IL - - - - _ _ JI PHASE 2 PROPOSED PET /PLAY AREA � v S / / / s \� U) 0- LLJ Rim=943/7Q p \ \ _ M / Rim_ \ \ Inv.=932.86 °° ° a a , PROPOSED 4" CONCRETE SIDEWALK SCALE: 1i� 40 w NE Inv -941 = 36" (n o� 8" Soni.. Q > Inv. Stub (Verify) \ Q� W O / Rim=94362 0 0� N) W lnv.=934.20 E Inv.= 934.20f wM / d \ S Inv.=939.47 D67F PROPOSED 6" CONCRETE PAVEMENT O \ Cl)LU Cl) Cl) 8" PVC ani. CONCRETE CURB AND GUTTER - B612 D `� °' N ` \ _ SDR 35 S cP\ CONCRETE CURB AND GUTTER - D412 0 0 0 36L �\\\ �� * Rim= Inv.=942.57 Rough location of trail > i r p�� Rim=946.z N 34 _ _ PROPOSED SIGN W O F_A / \ `s ` Inv.=935.52 * _ AUL / / Rim=94324\ \ sQ PROPOSED LIGHT POLE N o w o / N Inv.=939.72 \ 30" RCP - Rim=949.05 N U m 6 Inv. =937.73 M O \ \ � w N / \ < � Rim=948.16 COoM Rim= 95/�`� \� _\ 1 Inv. -93379 30°RCP SITE PLAN NOTES: N \ \ FES 18" CMP / Dew 958.62 � / 8" CMP \ ❑M / 959.0/ `\ / a 0 N Rim=950.44 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA +6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=184 -OUTDOOR PARKING STALLS PER UNIT=184 /150=1.22 -OUTDOOR PARKING STALLS PER BEDROOM=184 / 235=0.78 • TOTAL PARKING STALLS=346 -TOTAL PARKING STALLS PER UNIT=346 /150=2.31 -TOTAL PARKING STALLS PER BEDROOM=346 / 235=1.47 i U o ° m L 7v E � j � J O -0 (a O E E ` Q E c e`er D >' L yr 0- my.., Q Q- m c C5o -g N .0 o l 0- O m c6 _ o U) W U U) 0 zN O U N Cl) rn m m U) z o 0 - m 0 LU ao N Q W z z Y - O c� U z-_ W.. z W mQ LL O c� Q W 0Z 2 J 0 0 0 0 0 LL i U o ° m L 7v E � j � J O -0 (a O E E ` Q E c e`er D >' L yr 0- my.., Q Q- m c C5o -g N .0 o l 0- O m c6 _ o U) W U U) 0 zN O U N Cl) rn -PAVEMENT 117,009 S.F. U) z o 0 - -BUILDING 53,115 S.F M LC) V lfj -'j- W CI)Z ao N Q W � O N WH WY� a Q U z-_ W.. .. - W mQ LL O "ZJ Z�Q w N Q'N ♦/� WLLuZ U)op ~� rQ1'� Cl) V♦ >ZW ?ZZ �M V Le o O0 �J� �~ MryJ� _j Z>> QUW OJ W �V �H IMPERVIOUS CALCULATIONS -PAVEMENT 117,009 S.F. -BUILDING 53,115 S.F -GRASS 91,035 S.F. -TOTAL 261,159 S.F. LU z % IMPERVIOUS 65.1% UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) UNIT MIX PER BUILDING J (n � (LEVEL 0) 7 UNITS 7 BEDROOMS W (LEVEL 1) 33 UNITS 2) 40 UNITS 45 BEDROOMS 57 BEDROOMS _ Z O U (LEVEL z (LEVEL 3) 40 UNITS 79 BEDROOMS Q 4 - (LEVEL 4) 30 UNITS 47 BEDROOMS w (TOTAL) 150 UNITS 235 BEDROOMS 0 � (D z LU U o � 00 U 2 0 CL J O LU U m O z O U SHEET NO. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 C2 / \ R/'m=945.34 NE Inv=94/.5/ i Rim PED. RAMP W/ TRUNCATED DOMES Inv�935.41 / / /4.4 S / MONUMENT SIGN Rim= NE . Inv.=94/. v. Stub (Verify) NORTH INFILTRATION BASIN 8" WM a SBL S S S FES 36" CMP - Elev.• 932.55 - S Rim=942.27 S - Inv.=933.12 X� Rim=942.66 \\ Rim=94317 Inv. = 932.86 36 " \ Rim=94362 W Inv.=934.20 \v. = 934.20 D679 � SIn=939.47 8" PVC SDR 35 Soni. Rim=948. l6 10' WIDE ASPHALT PATH Inv. -93379 LEGEND: N PROPOSED ASPHALT PAVEMENT PROPOSED PET / PLAY AREA 0 40' PROPOSED 4" CONCRETE SIDEWALK SCALE: 1" = 40' a PROPOSED 6" CONCRETE PAVEMENT CONCRETE CURB AND GUTTER - B612 CONCRETE CURB AND GUTTER - D412 Rough location of trait _ PROPOSED SIGN Rim=949.05 ` PROPOSED LIGHT POLE - In v. = 937.73 30" RCP SITE PLAN NOTES: SITE ENTRANCE (SEE DETAIL) 12" DIP CL 52 WM a - 1 i \ ELECTRICAL BIKE RENTAL AREA GATE 10' WIDE ASPHALT PATH- j - - L \ CHANGING ROOM, SHOWER, & BATHROOM BUILDING \ TRASH ENCLOSURE AREA / SBL \ \ / 30' SIGHT TRIANGLE \ FES 18" CMP // / O RETAINING WALL SBL STOP SIGN Elev.• 958.62 \ 'a LOCKER LOCATION BL / \ \ \ WEST INFILTRATION BASIN 6' WIDE CONCRETE SIDEWALK, ° ° / / PED. RAMP W/ TRUNCATED DOMES e BOLLARDSo°o ° o o POOL / SPLASH PARK LOCATION 8" CMP- \ nm/ // o o ADA PARKING SIGNS o 0 o GATE 959.01 & RAMP (TYP.) o / i BOULDER RETAINING WALL D412 CURB &GUTTER & •� 6' HIGH ORNAMENTAL FENCE (SEE GRADING PLAN) MOTORCYCLE PARKING / EDGE OF PHASE 1 & 2 3' CURB CUT Cit / \ / / Ir'� C B612 CURB & GUTTER 83' LF OF 2' WIDE/SITE / ASPHALT REPLACEMENT / TRANCE (SEE DETAIL) 17 4' HIGH BLACK CHAIN LINK FENCE y STOP SIGN PET AREA W/ PEA GRAVEL STAIRS (SEE GRADING PLAN) / PLAY AREA , LIGHT POLE LOCATION D412 CURB & GUTTER & / \ 6" CONC. PAVEMENT' MOTORCYCLE PARKING \ B612 CURB & GUTTER d / / 50 28 4' HIGH BLACK CHAIN LINK FENCE TNN Elev. 96 � / K / PET AREA W/ SEA GRA\l/EL LIGHT POLE LOCATION \ RAIN TURRET d ` CENTRAL INFILTRATION BASIN S@� 2 B612 CURB & GUTTER ' 4HIGH BLACK CHAIN LINK FENCE 29 \ � � � � � � � / RAIN/ TURRET \ \ TRASH ENCLOSURE AREA PED RAMP S@� � \ 24 ASPHALT PAVEMENT \ S@< \ �2 SHOO C/EAST INFILTRATION BASIN T144 '9R PET AREA W/ PEA GRAVEL \ S@C S T -o -144,9 Sk 40� Sk \ � EXTENDED PARKING B612 CURB & GUTTER \` et \ \ S@C LIGHT POLE LOCATION �L 9 \ a 0 N 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA±6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=184 -OUTDOOR PARKING STALLS PER UNIT=184 /150=1.22 -OUTDOOR PARKING STALLS PER BEDROOM=184 / 235=0.78 • TOTAL PARKING STALLS=346 -TOTAL PARKING STALLS PER UNIT=346 /150=2.31 -TOTAL PARKING STALLS PER BEDROOM=346 / 235=1.47 z 0 ~ w U) O � O U 0 (n LU > 0 U U E 0 U) w U 0- w Z 0 m LU = � H 0 � O Ll o 0 0 Q N N N rn m N 00 O O O l Z m N O rn 6) 0 C, w U Q ED U) O O 6 L0 N O co N i U 0 0 m L cv E cO /` JQ, O -0 J CL (n O (� N E O ` Q � c e`er D>,m,- L y m o L Q- m c 2 N 'U) O `U wdU G7 N m 0 zN O v N Cy') rn m LU m U) z % IMPERVIOUS 65.1°/" C) 0 m o ui •• °° 2 a? N Q W Z Z Y - O 2 U �U r` mQ z w l O cL LU Q W l 2 J 0 0 0 0 0 LL i U 0 0 m L cv E cO /` JQ, O -0 J CL (n O (� N E O ` Q � c e`er D>,m,- L y m o L Q- m c 2 N 'U) O `U wdU G7 N m 0 zN O v N Cy') rn LU U) z % IMPERVIOUS 65.1°/" C) 0 m L� WZ WCI) °° 2 a? N Q W N WH W Y� a g U �U r` mQ .. w l O Z "J ZwQ LU C-4 Q'N LULwZ W Wop ~ rQ1'� /c/p� V♦ > Z ?ZZ N OM V 57 BEDROOMS Li o O0 �J� �~ MryJ� _j Z>> QUW OJ W �V (LEVEL 4) 30 UNITS �H IMPERVIOUS CALCULATIONS -PAVEMENT 117,009 S.F. -BUILDING 53,115 S.F -GRASS 91,035 S.F. -TOTAL 261,159 S.F. LU z % IMPERVIOUS 65.1°/" UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) UNIT MIX PER BUILDING J (n � (LEVEL 0) 7 UNITS 7 BEDROOMS W (LEVEL 1) 33 UNITS 45 BEDROOMS _ Z O U (LEVEL 2) 40 UNITS 57 BEDROOMS (LEVEL 3) 40 UNITS 79 BEDROOMS Q (LEVEL 4) 30 UNITS 47 BEDROOMS w (TOTAL) 150 UNITS 235 BEDROOMS cn O LU U o V) N 00 J - O LU U m O z O U 2 SHEET NO. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 Q J 0L LU V) s UL K - -_ s S S FES 36" CMP - S \ mv=9434 \ev S=9/./N In45 Rim=942.27 S / In v. - Rim= 6.91 \ v. S \In v� 935.41 \ S / Rim --942.66 s \ \ / 4 7.2' S \ \\ Rim=94317 932.86 = \ 8" Soni. // Rim. \ 36" \ Z NE 41. Inv. O Inv. Stubub Inv.= (V (Verify) Rim=94362 W Inv.=934.20 / E Inv.= 9J4.20 D /1 J/"� 8" WM � / \ \ \S Inv.=939.47 (N� /u•{ S � 8" PVC SDR 35 Sani. \ \ �- / vo CP R=30' L=25.7' � SBL Rim= s lnv.=942.57 Rough location of trail i Rim=946.34 _ O / / oo \ \ \s\� \ \ In v. = 935.52 / AUL ,(/ ^ Rim=94J. J` S N Inv.=939.72 0 \ 30" RCP - Rim=949.05 1, \ \ \ C C Inv. 7. =9373 / bo \ � Rim=948.16 30" RCP / / 9 Rim= 945. \ l \ S Inv. -93379 O / v. ln=93324 \ 4,3 -- � Rim=950.44 \ \ R=20, S@ Inv=934.7/ ` \ L \ \ - L=32.5' R=402' R=20' PROPOSED APARTMENT Stu Inv. 26 L=56.9' 'y- / Rim=945.98 L=33.0' R=427' _ R=30' ^o� (150 UNITS TOTAL) \ �� S Inv.NStub�IJ -�6_ s.o'• L=5.0' L=10.9' \ / DIP CL 52 _ y w 8" plug14.3 22.8' e 01 =3 \ L=10.9' SBL l2" DIP CL 52 WM R=5'_ _o 28.0' _ * 26.0'm Z 9.0' _ 13, 12.0' R=20' \ FES IS" CMP O /j / 0 d SBL L-30.1' \ L-8.2' L=3o.1' Dew 958.62 � / / � v2 SBL R 5 R=13.5'4.6'� / qq S0�No �, 6.1' L-9.4' L=44.6' BL R=100' \ tea. .. S \ L=47.3'/ / / 60 606 11 O 0". p, co O p 1500 R=8.5' llz�? p O O ry L=15.8' 8° CMP w ❑M l / /^°�o R=5' 0 959.0/ `\ L=6.0' ry p O '• / / T jy 5.5' L=9 .7' Cp 4 O L=15.2' g• ' O L=31.2 76 R=5' R=101 / / \ L=7.9' 90' 0 a8 o, / R=4.5c L=15.8' \ ` 8.0. �, •4 o R=5' h R=20 261 o MV i L=36.3' 'icy, R=10' K / �Si L=11.9' R_5 ` ` •2530, L7.9' 30, 46 ^o a ..y• o,.d � � �2e � � R=5' q8• R SB X60 ^o' vo ?0'. ` ` ` L=7.9' \\ R=S. Q � �� R=5' \ SBL \3.9' \ \ R=8' o a o 7 .0, � \ \ L=18.8' SB LR9.5' 1g S, N \ \\ ti 2601 \ \ se< / ' 00RR=S' (2p S L=7.9' oR=100'Tq<4 L=37.8' 46S 1gS,7�OtiR T(L=7.9' %<<S �L911 <S G `2 / R=3' 58' R=5' \ 01 R=20' L=7.0. 20S CiA L=21.2' 2 SBL 9 0 R=3 R=3' 406 2 L=4.2'' L=7.0' R= \ 20" SBL 26 7 ?7' 6j' ` 30' L=23.1' / j�2o 1 \ 'y R=3' \ / \ R_3 ^ 2' L=5.2' \ \ R_3 \ �_ L=5.4' R=20' SBL N. L=26.3' o ` \ 9 \ a 0 N LEGEND: PROPOSED ASPHALT PAVEMENT PROPOSED PET / PLAY AREA PROPOSED 4" CONCRETE SIDEWALK a PROPOSED 6" CONCRETE PAVEMENT CONCRETE CURB AND GUTTER - B612 CONCRETE CURB AND GUTTER - D412 -w- PROPOSED SIGN Q PROPOSED LIGHT POLE SITE PLAN NOTES: 0 40' SCALE: 1" = 40' 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA±6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=184 -OUTDOOR PARKING STALLS PER UNIT=184 /150=1.22 -OUTDOOR PARKING STALLS PER BEDROOM=184 / 235=0.78 • TOTAL PARKING STALLS=346 -TOTAL PARKING STALLS PER UNIT=346 /150=2.31 -TOTAL PARKING STALLS PER BEDROOM=346 / 235=1.47 IMPERVIOUS CALCULATIONS -PAVEMENT 117,009 S.F. -BUILDING 53,115 S.F -GRASS 91,035 S.F. -TOTAL 261,159 S.F. % IMPERVIOUS 65.1% UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) UNIT MIX PER BUILDING (LEVEL 0) 7 UNITS 7 BEDROOMS (LEVEL 1) 33 UNITS 45 BEDROOMS (LEVEL 2) 40 UNITS 57 BEDROOMS (LEVEL 3) 40 UNITS 79 BEDROOMS (LEVEL 4) 30 UNITS 47 BEDROOMS (TOTAL) 150 UNITS 235 BEDROOMS CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 Z O ~ w U) O O U o � (n LU W � U 0 U) 0' - LU U 0- W Z 0 M W = � H 0 � O LU o00 Q N N N rn m N O O O O N U Q o ED LO m W N O co m m Z Z U Q W 0Z 0 0 0 m 0 LU 2 0 LU � U 0 O Z J LL LU � N M z 00 _ O U � N V♦ z C) O M L0 lfj � LO 0) 00 2oo N Q W c>3 E c WH o a g U z a,�J L C � 0) C L C C O Cw WN Q'N _U 0 J ku N U)� ZZWZ~� ? aEEC rim D L O 0 j � ti N a _ > Z> QUW O J O c6 �' o Q (n �H W L U J _ O LU U O p O U D O O z Q0-0 U)0 -U co cn zN O v LU � N M z V♦ z C) O M L0 lfj � WZ cA 00 2oo N Q W N WH WY� a g U rU r - mQ .� W H LL 0_j ZwQ WN Q'N - W�LuLLI Z U)� ZZWZ~� ? �MVn rim O Qu)WO 0 j � ti M ryJ� _ > Z> QUW O J W �V V) �H SHEET NO. r� LU � z Q LJJ O �z U a Z Q a J LU - 4A LU O O V) V) N W 00 U J _ O LU p[ O U o0 O z O U SHEET NO. r� �S O� \ R'm=945.34 - N Rim- 6.9/ lnv.- 99 NORTH INFIL. BASIN - 100 -YEAR HWL: 946.20 TREATMENT VOL.=726 C.F. 10'X 140' STANDARD FLE AMAT (OR EQUAL)/ F oo- AUL I I •/® rFES 18" CMPe v: 958.62 WEST INFIL. BASIN o \ 100 -YEAR HWL: 955.90 ohs/ \ TREATMENT VOL.=5,329 C.F./ o ohh \ / 12 C.Y. OF C RIP -RAP IN I EOF=959.00 / •a 9 S 6� 699S 9sp 96 9 p. 7 Set \ e \19 \9 a 0 N \9SS\ S - • \�S FES 36" CMP S - 7 Dew 932.55 S \ Rim=942.27 - f Inv. =933/2 S Rim=942.66 Rim=943/7 a H `\ lnv.=932.86 36 As 946 \ �\ Rim=94362 W Inv' \ E Inv. = 934.20 D673 947 S lnv.=939.47 / \ d. \ \� EOF=946.50 D 8 C.Y. OF CLASS 2 RIP -RAP \ •1 8" PVC SDR 35 Sani. 8 9q6 g4 6 9q)- 946 qS :, •• • ;C Rim= 7 •�;• �� s \ \ Inv.=942.57 Rough location of trail FFF. yso =946 J4 00 InvRim=935.52 v.- 39 22 �\ \ 30" RCP --�� --- Rim=949.05 =773 x\ S Rim=948.16 r \ t \ Inv. -93379 ,%\ Rim=950.44 SL / -950 / / / / / / 6 C.Y. OF CLASS 2 RIP -RAP / / / C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN 100 -YEAR HWL: 956.26 TREATMENT VOL.=1,952 C.F. \ EOF-959.00 T, '11 VI �� .hh //`2 C.Y. OF CLASS 2 RIP -RAP T Sp / 9s \Set \ F,gso So q4) 2� 6 C.Y. OF CLASS 2 RIP -RAP 406 \ Set \ \ EOF=958.\ Set �9s \\ �•,�ri / ohm A \ \ Set 9S\ / 9S3 `�� \ \ \ \ LEGEND: 984 - E.O.F PROPOSED RIP RAP PROPOSED CONTOUR PROPOSED SLOPE EMERGENCY OVERFLOW GRADING GENERAL NOTES: 0 40' SCALE: 1" = 40' 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR. 6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN. 7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. 8. IT IS NOT INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE (DUE TO BASEMENT PARKING EXCAVATION). THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. 9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 10. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR) 11. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 12. ALL ACCESSIBLE ACCESS ROUTES SHALL HAVE A MAXIMUM OF 2% CROSS SLOPE AND 8.3% STEEPNESS WITHIN RAMPS. ADDITIONAL ADA STANDARDS ARE TO BE FOLLOWED. z 0 F-wu) O LU O U o U) (n w LU � U � 0 Ln 0'- 2 LU 0� U CL w Z 0 m LU = � H � W O 0 � U) Oof i Hd N 2 2 0 0 0 Z O 2 2 U o 0 °) o 6) O co O N U O2 L/) F o oCU m _ U)wU G7 0 zN O v W � N M rn m mmow.. z C) 0 - M L� WZw � A 2 0? N Q W - z Z Y O 2 U w� z > L.Li mQ I= w O LU Q w (Z' 2 J 0 0 0 0 0 LL U O2 L/) F o oCU m _ U)wU G7 0 zN O v W � N M rn z z C) 0 - M L� WZw � A 2 0? N Q W z CD N WH W Y� a Q U w� .. - > L.Li mQ I= w O Z "J ZwQ LU C-4 Q'N Cp LU LU Z W op �C♦j^) V♦ � � 2 Z:)ZZ (1) 'CO, OM V U) LU 0 Li � 00 Oo O F_> 06 _j Z> QUW OJ W V �H SHEET NO. C 5 W � z z Q Wp J zQ W 0- 0 0 cn O W U o V J O +_j� Q J J Ur - p[ 0 W U U m O 0 z O U SHEET NO. C 5 a N /// ! ,942• \ Rim; 11 cmp 3.2 Ind fEs 3 932 55 Ele\�rnv942.86 17 trail S / \ y R m g32.86 Rough 10 p°tion of / 943.85 TC 43,62 / 943.85 FL \ / \ \ R,,,1-94,3.6220 imn 9,9 34 20 678 944.30 TC 36' RCP \ / 0 ESllnv,939.47 / 944.30 FL 944.41 TP Sani. a Rim -944351 l °I° FL 4. %05 \ VG SDR 35 V Rin ,949 73 RCP - NE 9 945.15 TC Q1 ° ° y \ 8 P 946• Inv. 3DII - 945.15FIL _�2ao \\ i /\ S \ Rim_942.57 in 946.02 TPA 12 \ �� irn 935,411 - / 946.06 TP 4 9q4 943.05 TP \ - 38 Rim'g35 52 RCP . i 34 << -950.44 \ \ 1 /In / / 945.35 TP A6 i I / InV� 30 -_ Rin" Inv.3 7r- / � \ <v S / 6 949.10 TP 949.95 TC - Z NORTH INFIL. BASIN / 946 948' 948.30 TC O e ° \ \ Rim�g33.79 94830 FL 949.45 FL 100 -YEAR HWL: 946.20 546.75 FG o v.' S \ / 943.21 TP N EOF=946.50 8 C.Y. OF CLASS 2 RIP -RAP _ �"9a8.2s Tc 949.85 Tc TREATMENT VOL.=726 C.F. � T � 948.50 TP \ / SII g4- - , /� /I� \ S 947.76 FL 949.35 FL ani. / 9941.76 FG � ,,,,////'v/ 948.42 TC 949.60 FL l 943.80 TP � S � X948.66 TC 948.42 FL / 947.50 SW_ • \, 948.16 FL \ • 943.54 TP � 950.45 TPI � / 947.75 FG \/ \f - / O°p 948.61 TC o, 950.16 TP 943.74 TP Q �` \ \ 9 948.11 FL � E S ��..,• 947.75 FG 944.75 TP I I \ �j\ 1 I 948.85 SW p 946 •o \ M . - 948.95 TC LL e . 946 945 ��• \ ., - \ �P GL 52 W 948 20 FL 949.20 TC .50 SW .� ° ° 548.45 FL 949.65 TC 950.61 TP yVm / �� • \ 946.05 TP �^ EOF=949.00 \ 946 \ °O 949.00 TC - - - - - - � 949.50 TW �\ \� � 949.65 FL 948.06 BW 947 \ 949.90-9V \ 949.00 TC 948.50 FL 949.75 949.75 TC- " J JJJ� 945 c � 948.50 FL 949.75 FL / J Jy 949.50 TW yy� 948.00 BW 944.95 TP _ / / J J 950.00 FG 948.50 TW \ �g46 948.65 FL 4Q \ 949.75 FL / / 948.00 BW 949.15 TC a S `� 950.25 TC JJ�J Z 950.00 FG J J��J 949.50 TW gyp - - 947 9459 949.63 TC 949 34 TC 949.25 FL / 0 \ 948 _ I _ 949.13 FLS 1 '� / i / 7 / Jay J 948.00 BW FFE=950, 0 _ _ - - - - 946.25 TP' .7$ « - - - 949.75 TC / / J J � J 948.50 TW N ,913 a 950.62 SW4iJ.i 949.90 948.84 FL ! / 10'X 140' STANDARD FLEXAMAT (OR EQUAL 950.5.6 SW, J 948.00 BW �0®949.90 SW 950.00 SW - gqg 912.11 TW949.60 TC 949.90 SW 950 - � 949.85 TC 949.08 TC 949�L SBL cn 949.33 TC 949.70 TC ° 949.08 F7 n / 951 949.35 FL o 2°� 949.17 TC -949.75 TC 948.83 FL SDR 2 ° \ 949.17 FL58 94949.85 TC / _ 949.20 FL `� /� ° J 949.90 SW - VG 3-7 /_ 952 �\ ° yo / J JJ 952.00 FG � I SBL -955.00 TW L %949.60 FC vy� \949.85\ / rn y o \ 953 949.85 SWC 949.67 FL 951 J �4J; N 954 950.35 TC \ ! / Oo 20 TC 949.85 FL 950.55 SW {`+ M UJ JJJ 949.70 FL 951.46 TW °° �� 'i 955 0 �9 950 950.50 TC/ 950.00 FL / PROPpSEp 956 / yyyy P _ l 110, / J I J�JJ OSED P �'� p.Li LVA 1 FFE AP - � -' � 950.45 TC �, / yJ Sasso sw '96 _ -`/ QP '�S GqR 1.00 949.95 FL / y� pR Iso \JN\ AGE FFE=950.00 --957.00 Tw g51/ J / J J J 1\950. 0 TC �y I 950 00 FL 950.50 TC rn / ! 957.00 TW 958.50 FG k \ 950.00 FIL 950.00 BW 953.00 TW J h � 3 954.00 FG • % J J Kr 960.00 FG F FE=961.00 g5z a ! / 955.12SW ./ .i,�.i \ o- 961.00 SW 8 STEPS W/ 1' " 16 957.00 TW 960.80 SW . 4� / 956.80 FG 953.00 BW 960.11 SW 961.00 SW 956.80 FG 960.86 SW ° ,p 960 TREAD, 6" RISERS 953/ 960.80 SW O �N EOF=955.80/ 961.00 SW °960.65 SW O 960.60 SW 961.00 96050 S 960.68 SW 960.80 SW958.00 TWA 8° / / / � 957.00 BW 950.86 TP ° 960.45 SW 960.80 SW FFE_ 956.00 FG ! / a 959.00 FG °a 961 ° ° . 954 / ° • . POOL (BY OTHERS) p OO P . e • ° 960.12 SW O m a r ' ° ° S Ig -.58- 2 / 6 C.Y. OF CLASS 2 RIP -RAP ?o% ° , OSS 960.10 TW O FE v ° �° 960.10_TW 959.60 BW e 961.00 SW e O . . • 960.82 SW 955.35 SW 955/ / 961.00 FL e° � ° 959.60 BW � 960.55 SW 960.62 SW n � 6 C.Y. OF CLASS 2 RIP -RAP ° \ 960.10 TW ° 955.25 TC 955.50 TC / / 960.68 SW ?S0 ° 959.62 SWC 960.10 BW O e • 954.75 FL 960.50 FG 955.00 FL / 960.18 FL ^ .7% 959.62 FL � � e a Lzi W 955 h� . / Q 960.62 SW o ° 966 ! / 2�0 960.25 TC Ic\o .e C23° •♦ ° �liv aA 960.02 SW °° 959.40 FG rn��` 956.00 FL •'•' \ h TC 959.75 FL ° ^ 959.52 FL O o ° 960.00 SW I ° 955.50 FL ° S 956.50 FG ° ° 960.10 SW °°�� 956.00 SW :�• 96 O� 959.85 TC \ 959.60 FL . `g e° e<u ° �d ° 960.00 FG Q 955.90 SW 956.10 SW • / / Ce ° a / EOF=955.80 / �c��` 960.29 TC 959.50 TC 959.60 TC e L , 919.12 F960.02 W 959.90 SW ° I ) ! • \ M / / \ / / / //57.50 FG 957.99 TW 959.79 FL 959.25 FL 959.35 FL 959.20 TP 9959.52 FLit 960.00 SW N . ° ° 958.00 SW 95.7.65 SW �°° 956 /\ 968.62 SW / 957.00 BW . 959.90 SW 958.50 SW `'� 3 70 959.20 TP 959.50JF • � FL 2.0% 959.77 TC e° 5.7% p < 959.27 FL 958.10 SW SSS/ 9SW • 9S� 4 959.3 959.51 TC _ � 959.30 FL 959.36 FG 958.90 TC LL 959.01 FIL N 959.79 SW N 958.40 FL 959.29 FL 958.80 TC WEST INFIL. BASIN 959.90 TC y 958.00 TC 100 -YEAR HWL: 955.90 �� 959.40 FL 959.48 TC 958.30 FL 957.50 FL ! / TREATMENT VOL.=5,329 C.F. / 959.63 TC 959.48 FL 959.33 TC / 959.13 FL 1? 958.83 FL S° • �• / / 8\1 p , F 0.7% 958.959.05 5 FL FL 2. 10 957.35 TC 3.0% 956.85 FL 2 C.Y. OF CLASS 2 RIP -RAP ° . \ 959.50 TC �� \Ao- ��0 959.00 FL °• �• • 959.13 TC 958.25 TC y° 959..4 TC S • 958.63 FL 957.75 FL �9 958.65 TC \ y CO S8 957.80 TC O� � °� 959.40 FL \ 1,• 958.15 FL 3. /0 957.30 FL o 957.85 959.66 FL v 9$91 e 960.16 TC ,�. FL 0.6% 959.00 TC 957.35 FL � / / EAST INFIL. BASIN ® 2 C.Y. OF CLASS 2 RIP -RAP -ss-955 956 Y� N / 100 YEAR HWL: 956.26 959.00 FG �h� 959.50 TC 956 958.50 FL o 959.00 FL __�-ss8 957 •� u_ 957.50 TC / / TREATMENT VOL.=1,952 C.F. 959.80 TC 3 10° �� ?00 959 957.00 TC / / 953.75 FG 2' i ° ,..• 9 957 95 \° 57.00 FL 956.50 FL 959.80 FIL y o' 8 / / / / • • • rn i a !• • 955 956 s6 FL 2' �� • / / 956.25 FG 960.35 TC a 'p°°• 12 C.Y. OF CLASS 2 LL FL 1.0% X956 E( =968.00 959.85 FL RIP -RAP IN FOREBAY •, \ 96 9.5 T L a FL 0.9 % 958 -•• ••• � 959.50 FL 9157� ,959.20 SW o e ° . 958.00 TWA 960.05 TC 959.77 TC 95.8 6 C.Y. OF CLASS 2 RIP -RAP \ / �r 957.00 BW 959.27 FL 958.00 TC 959.32 SW / .-a 959.80 FL �` 958.25 TC •O `� 2 C.Y. OF CLASS 2 RIP -RAP ^� 957.75 FL 2 C.Y. OF CLASS 2 RIP -RAP :! \957.50 FL °° / / 960.37 TC CENTRAL INFIL. BASIN / 100 -YEAR HWL:958.37 FL 0.7% rn .0 m 9° �' 960.12 FL °\° 958.27 TC ,- • / 960.05 TC �?2 °< / 958.88 TC 957.50 TW �° o� ° �°� TREATMENT VOL.=7,626 C.F. 957.77 FIL .� \ 959.55 FL 958.38 FL °. ° 957.0 958.45 TC •• c \ 960.25 TC Qv e\ 0 960.75 TC 959.15 TC 957.95 FL / / 95_9.00 SW 959.00 FG a"; /'° 960.50 FL \ 958.65 FL LL / V\V, 959.75 TC 960.00 FL a V 959.25 FL / ?�° e LL v 969 / / 56 ° EOF=959.00 P °g 666.30 Tc / � 6 C.Y. OF CLASS 2 RIP -RAP 06 6.12 sw 961.00 T 959.82 SW ° F< 3 958.80 FL ° �.�, 959.21 TC FL 2.0% a / ,p ° 961.26 TC ° _ < 958.71 FL 957.0 TC LEGEND: 960.76 FL e 960.60 TC �� \ 958.67 TC / 959.60 TC ?2 0 ° ` • 960.10 FL 960.50 TP 959.95 TC ti 958.17 FL 957.60 FL N- 960.60 / 961.50 TC a2. 960.55 TP a 960.60 TC 959.10 FL �� `Y959.95 TC. 961.00 FIL ° e 0 0 . /, 959.45 FIL 960.10 FL 959.30 TC F 959.45 FL 959.93 TC ° eW • � 960.15 TC ! ! / 958.80 FIL 08 0 / ° `960.69 FL 960 69 TC/ 959.43 FIL 959.65 FL �` CIO / 960.15 TC 960.90 SW �i / / < A� 4Io •a ►NDOOR ° 3?°I0 / / i p.•oM, 959.78 TC o A �$ ° 2p GA GE P LL '' F/2 958.45 TC • o°�� PROPOSED RIP RAP 960.15 FL ° 959.28 FL p 6 960.76 SW ° g. °•\I + , , V 961.00 TC STALLS P1, 26 ST�RKi'IVG 2.8 % 0 957.95 FL ,r i 959.70 TC 960.50 FIL 960.50 TP < 960.66 TC 46 STALLS ` / X980.50 TC NEW TOP -BACK OF CURB ELEVATION SB X90 / 960.16 FL • 959.20 FL STALLS TO `-' P2 / FL 4 958.23 FL 966.50 FG � / 9 60 TC 959.80 TC / 958.73 TC 961.00 SWC 91.p% _ TAL 1 �' 963.50 FG / 9 9 960.80 TC 961.05 TC 960.43 TC FFE-960. / 60 10 FL 0% 959.30 FL // X 9 96 96 6 96 ..Q 663 62 6, 8960.30FL� g60.55FL 50 960.50 TP 31°° \ �J 980.50 FL NEW FLOW LINE OF CURB ELEVATION 64 S 6 6 p- 959.93 FL L - _ \966.50 FG s ,� X 980.50 SW NEW SIDEWALK ELEVATION _ 959.70 TC r� 3 0 2 7 / n / - 959.19 FL 959.20 FL SBL X 980.50 TP NEW TOP OF PAVEMENT ELEVATION \959.69 TC / `O FL 1.3 % coo � / _ 959.83 TC SBL 960.50 TP 960.90 TC \ 959.33 FL\ SBL 960.40 FL F ° �N SBL FLa X 980.50 TG NEW TOP OF GRAVEL ELEVATION 963.50 FG 963.50 FG / 2. ° seL s ° I 4 X980.50 BW NEW FINISHED GRADE ELEVATION s6o / - _ _ EOF=959.00 - FL 1.3% ° JBL SBI_ 960.50 TP J 960.45 TC !m / 960.40 TC " _ 960.32 TPJ I seL 959.95 FL SBL 4 '1 X980.50 TW NEW TOP OF OF WALL ELEVATION 959.90 FL_ - \1° / / 959.20 FG 919.18 TC 959.00FG FL7,q% �ry F. 13. X980.50 FG NEW FINISHED GRADE ELEVATION 959.08 FL EOF=958.50 960.05 FL j 960.55 TC 3 j x 980.50 Ex EXISTING ELEVATION 959.00 TC _''''� ` �o -9,55 9,56 -957 X95 958.50 FL � _ -- _- - 960.50 FG ---� 960.00 TC ----- _- - - - - - - - - - _ 1� 959.75 TC 984 PROPOSED CONTOUR _ - FL o1 - - F� _ 959.50 FL ------ - 959.25 FL - - - - - 958.50 TC 958.50 FG N 96 0 FG - _ - PROPOSED SLOPE 958.00 FL 959.50 FG 960.25 TC g60.00TC sss.soFG E.O.F. EMERGENCY OVERFLOW _ 959.76 FL 959.50 FL 0 30' SCALE: 1" = 30' Z O ~ w L7 100 O L O U o U) (n W H LU Z) U � D Ln 0'- 2 W 0� U [L W Z p m W = 0 � O LLL O O O Q N N N 0 N O O O of O N C, 0 O Z O O co zN 1 I O U LU � N M z m U/ ` O O m m 0 6i Z ao N Z Z YO � O N WH Lij 2LL Y� a g Z mX .. 0 LU J 0 0 0 0 WN Q'N LL wWZ 00 U)°0 /c/p� V♦ 00 L U o ° m V 0WO lL � L o� �J� O~ L0 ami ° OJ W �V i>3 c U U�Q. O DC z L,�J C) O J LU - E O _U cv 0) cv -a - J Q E c O Um� _ L O a� n3 i>3 � � '"Td U o L Q- (p C U ° 02 0 O Q0 -O _ 2 U) 0- U m zN O U LU � N M z U/ ` O O M L0O lfj � W � Z ao N Q W � O N WH W Y� a g > mX .. � wFZ Q 1 O Z ZwQ WN Q'N C G wWZ 00 U)°0 /c/p� V♦ >Z 10�ULU Z (n 'CO, O V 0WO lL � O �J� O~ MryJ� <5Z QUW OJ W �V �� SHEET NO. LU � z Q L.L. O z U z zQ Q LU C G l�A CL � V cn O z O,V/ DC J LU - E O U m O z O5 U L SHEET NO. s \ =943.33 / S \ R'm=944 51 _��14 NInv=941.5/ Rim- 6.91 �s 1n�935.41 S \/ NORTH INFIL. BASIN 100 -YEAR HWL: 946.20 TREATMENT VOL.=726 C.F. NE Inv. 9Qs . In tuh946Ve 112 STMH / RIM=946.00 DIA: 48"0/ CAST: / PS �� D SW INV.=942.942.50 � • � g'1�- � N\ =942.50 -_ �• D \ \ FES l8" CMP Elev.- 958.62 \ WEST INFIL. BASIN - 100 -YEAR HWL: 955.90 TREATMENT VOL.=5,329 C.F.// FES 18" CMP -\ / Elev.• 959.01 \ // CONNECT TO EX. 8" DIP WM. INSTALL 8"X6" TEE / FIELD VERIFY LOCATION AND INVERT 4im-960.99 6" GV �\\ Inv -948.30 Inv.=949.3 n / A T W ° K \ 1 CBM RIM=958.38 \ DIA: \ 7- B CAST R3067_V� ` 10'X 140' STANDARD FLE AMAT (OR EQUAL)/ L / &FA �/ e a 111 STMH / RIM=955.50 REGIONAL POND s s � � \ FES 36" CMP Elev. • 932.55 \ Rim=942.27 Inv.= 933. l2 \m=942.66 �\ \\ Rim=943.17 \ lnv.=932.86 CONNECT TO EXISTING STUB (FIELD VERIFY LOCATION & INV.) / SW INV.=941.75 \ \ Rim v. 2 =9J / E Inv.934.20 y� \ E Inv.= 9J4.20 D673 \ \S lnv.=939.47 EOF=946.50 - 8 C.Y. OF CLASS 2 RIP -RAP �PVCDR 35 San i. �s \ \ , \ \ Rim -94 . lnv.-9.. CONNECT TO EX.8"STUB �\ EXTEND 8" SDR -26 SANITARY C� ONNECT TO EX. 8" PLUG SERVICE 20 LF @ 0.50 % MIN. Inv -942 57 Rim=946.34 Inv. =935.52 CONNECT TO EXISTING STUB Rim=948.1 (FIELD VERIFY LOCATION & INV.) Inv. -933799 S INV.=940.00 _ � T s Rough location of trail Rim=949.05 / Inv.=93773 Rim=950.44 / til / /• 104 CBMH / RIM=949.25 \ / DIA: 48"0 951 / CAST: R -3067 -VB -950 / W INV.=945.25 SW INV.=945.25 / SV / / 6 C.Y. OF CLASS 2 RIP -RAP �\--103 STMH RIM=955.50 DIA: 48"0 / CAST: PS48-58S / NE INV.=951.50 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN 100 -YEAR HWL: 956.26 TREATMENT VOL.=1,952 C.F. C.Y. OF CLASS 2 RIP -RAP /" / �-6 C.Y. OF CLASS 2 RIP -RAP / 102 FES 4UV / NV.=954.25 / rn / m / / LEGEND: w IS O. -40i :000°o i 0 40' SCALE: 1" = 40' PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SANITARY SEWER PROPOSED FITTING PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED SANITARY MANHOLE PROPOSED FLARED END SECITON PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED GATE VALVE & BOX PROPOSED HYDRANT PROPOSED CLEANOUT PROPOSED RIP RAP UTILITY GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. 4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 5. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 6. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 7. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE SDR -26 PVC. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. 9. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWER SERVICE INSTALLATION. 10. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGH DENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE. 11. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS. 12. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. 13. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 14. ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 15. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: 15.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. 15.2. ACCEPTABLE MANUFACTURERS / PRODUCTS: 15.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" 15.4. PRESS -SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAL 16. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 17. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 18. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 19. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE FULLY RESPONSIBLE FOR CHANGES OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. 20. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. 21. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5'. 22. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. 23. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. z O ~ w u) O L O U o � (n W > W � U 0� o U) 0' - LU U 0- W Z p m W = � � H 0 � O O M o U J LON O N DIA: 48"0 CAST: PS48-58S i / NE INV.=945.50 z \\/ REGIONAL POND s s � � \ FES 36" CMP Elev. • 932.55 \ Rim=942.27 Inv.= 933. l2 \m=942.66 �\ \\ Rim=943.17 \ lnv.=932.86 CONNECT TO EXISTING STUB (FIELD VERIFY LOCATION & INV.) / SW INV.=941.75 \ \ Rim v. 2 =9J / E Inv.934.20 y� \ E Inv.= 9J4.20 D673 \ \S lnv.=939.47 EOF=946.50 - 8 C.Y. OF CLASS 2 RIP -RAP �PVCDR 35 San i. �s \ \ , \ \ Rim -94 . lnv.-9.. CONNECT TO EX.8"STUB �\ EXTEND 8" SDR -26 SANITARY C� ONNECT TO EX. 8" PLUG SERVICE 20 LF @ 0.50 % MIN. Inv -942 57 Rim=946.34 Inv. =935.52 CONNECT TO EXISTING STUB Rim=948.1 (FIELD VERIFY LOCATION & INV.) Inv. -933799 S INV.=940.00 _ � T s Rough location of trail Rim=949.05 / Inv.=93773 Rim=950.44 / til / /• 104 CBMH / RIM=949.25 \ / DIA: 48"0 951 / CAST: R -3067 -VB -950 / W INV.=945.25 SW INV.=945.25 / SV / / 6 C.Y. OF CLASS 2 RIP -RAP �\--103 STMH RIM=955.50 DIA: 48"0 / CAST: PS48-58S / NE INV.=951.50 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN 100 -YEAR HWL: 956.26 TREATMENT VOL.=1,952 C.F. C.Y. OF CLASS 2 RIP -RAP /" / �-6 C.Y. OF CLASS 2 RIP -RAP / 102 FES 4UV / NV.=954.25 / rn / m / / LEGEND: w IS O. -40i :000°o i 0 40' SCALE: 1" = 40' PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SANITARY SEWER PROPOSED FITTING PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE PROPOSED SANITARY MANHOLE PROPOSED FLARED END SECITON PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED GATE VALVE & BOX PROPOSED HYDRANT PROPOSED CLEANOUT PROPOSED RIP RAP UTILITY GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. 4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 5. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 6. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 7. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE SDR -26 PVC. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. 9. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWER SERVICE INSTALLATION. 10. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGH DENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE. 11. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS. 12. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. 13. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 14. ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 15. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: 15.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. 15.2. ACCEPTABLE MANUFACTURERS / PRODUCTS: 15.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" 15.4. PRESS -SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAL 16. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 17. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 18. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 19. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE FULLY RESPONSIBLE FOR CHANGES OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. 20. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. 21. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5'. 22. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. 23. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. z O ~ w u) O L O U o � (n W > W � U 0� o U) 0' - LU U 0- W Z p m W = � � H 0 � O O M o U J LON O N i U O O N L 0 �Ec°14 JQ, O 0 -0 J O 0 O (>3 E E 2: ` Q e`er N N OL y m�' O t m C U O i I N 'U) O p)_las O m U) 0- D zN O v LU N Cl) rn z m o 0 M Ln WZ �A 00 dao N lb m D W W Y� a g U IU mr` .� z zW O"J _ O WN Q'N (� LU uZ W Wop F__N z Z ?ZZ OM V U, li � 00 Oo J 0 0 0 0 _j Z>rl- QUW 0 li i U O O N L 0 �Ec°14 JQ, O 0 -0 J O 0 O (>3 E E 2: ` Q e`er N N OL y m�' O t m C U O i I N 'U) O p)_las O m U) 0- D zN O v LU N Cl) rn z z o 0 M Ln WZ �A 00 dao N Q W �o N WH W Y� a g U IU mr` .� � W Q H LL O"J Z ZwQ WN Q'N LU uZ W Wop F__N rQ1'� Cl)p> V♦ Z ?ZZ OM V U) LU O li � 00 Oo O F_> 06 _j Z>rl- QUW O J W V)O -H V) LU z Q W O �z U LU Q 0 CL cn O LU U V)O N J J LU - p[ O U m O z O U SHEET NO. C7 I \ \lo \ WEST INFIL. BASIN - 1 00 -YEAR HWL: 955.90 TREATMENT VOL.=5,329 C.F.// FES /8" CMP \ E/ev.• 959.0/ \ / \ /A. 4 )e'K " \ 10,895 SQ. FT. (PER.) NORTH INFIL. BASIN 100 -YEAR HWL: 946.20 ? TREATMENT VOL.=726 C.F. S5 _LE AMAT (OR EQUAL / .0 K \ \I \ F. E/ev.• 932.55 \ \ Rim=942.27 \Inv.=933.12 Rim -942.66 Rim=9 yp \ \ Inv.=9. 9 � \ps \ 946\\ \ \\ 947 \ `c EOF=946.50 P5 8 C.Y. OF CLASS 2 RIP -RAP 'ems• '9\ 94 6 945 _945 4I- T\ j�• e \ `�j x 8,726 SQ. FT. (IM/P.) PR( -.POSED APARTML= IT (150 UNITS TOTAL) 20.208 SQ. FT. (IMP.) 293 SQ. FT. (IMP.)- \ 'TOP o�bb gRgG�F s Roo FNT SQ On 252 SQ. FT. (PER..) f// 7 7 m 863 SQ. FT. (PER.) U898 SQ. FT. (PER.) I,/ l E -.f 431 SQ. FT. (PER.) .9\ V V�� v S Q .-, / 12,925 SQ. FT. (IMP.) 6,900 SQ. FT. (IMP.)4c �6 SS4 4gS'T,q q' DR p�R / 1,091 SQ. FT. (PER.) y EOF=959.00 Pp, jlnQ r d// CNG S/ 9s8 27,291 SQ. FT. (IMP.) 6,900 SQ. FT. (IMP.) 9Sy 00 j 9,579 SQ. FT. (PER.) \ \ 240 SQ. FT. (PER.) se / 0 \ =958..5 Sec � 255 SQ. FT. (PER.) rn / \ Sgt \ / / 10,932 SQ. FT. (IMP.) / •SBL T \BL / / 6,631 SQ. FT. (PER.) 11487 SQ. FT. (PER.) -950 � 951 / 952 n 953 9S4 / 955 / 955 � / / / _-6 C.Y. OF CLASS 2 RIP -RAP .. Q/ / •b° Ss / / IEOF=955.80 mh / P2 / 2 C.Y. OF CLASS 2 RIP -RAP / EAST INFIL. BASIN / 100 -YEAR HWL: 956.26 / TREATMENT VOL.=1,952 C.F. o / / /2 C.Y. OF CLASS 2 RIP -RAP / C.Y. OF CLASS 2 RIP -RAP \ LEGEND: i%?moi 'r" PROPOSED RIP RAP o:. 98 E.O.F. EMERGENCY OVERFLOW GRASS/PERVIOUS 91,035 AREA TYPE BOUNDARY TOTAL WEIGHTED 261,159 SUBCATCHMENT BOUNDARY ALL STORM WATER IS DIRECTED TO THE STORM SEWER WITHIN 7TH STREET WEST TO OUTFLOW TO THE REGIONAL POND. 1525 0 Lu 957 4582 3541 z Z 957.5 5661 2561 TOTAL: > IU mX 7626 W NORTH INFIL. BASIN O"ZJ 945 307 2 J 946 1145 726 TOTAL: W O lL 726 �J� 0 WEST INFIL. BASIN co 953 982 W �V V) �H 954 2403 1693 U- w 955 3927 3165 Q Lu 955.5 4727 2164 TOTAL: 5329 EAST INFIL. BASIN O 954 LEGEND: i%?moi 'r" PROPOSED RIP RAP o:. 98 E.O.F. EMERGENCY OVERFLOW GRASS/PERVIOUS 91,035 AREA TYPE BOUNDARY TOTAL WEIGHTED 261,159 SUBCATCHMENT BOUNDARY DRAINAGE NOTES: 0 40' SCALE: 1" = 40' GENERAL DESCRIPTION: THE MONTICELLO SUITES CONSISTS OF THE CONSTRUCTION OF A 4 -LEVEL APARTMENT WITH OUTDOOR AND INTERIOR PARKING. THE SITE IS 6.0 ACRES. THERE IS 117,009 S.F. OF PROPOSED PAVEMENT AND THE 2 BUILDINGS MAKE UP AN AREA AROUND 53,115 S.F. THE SITE ENTRANCES ARE LOCATED ON 7TH STREET WEST AND ELM STREET. SOILS AND INFILTRATION ACCORDING TO THE WEB SOIL SURVEY, THE EXISTING SOIL CONDITIONS ON THE SITE IS A 20 INCH LAYER OF SANDY LOAM WITH GRAVELLY COARSE SAND. WITH EXCAVATING THE TOP LAYER OF SOIL, THE BASINS WILL INFILTRATE INTO THE COARSE SAND (HSG) A WITH AN ASSUMED INFILTRATION RATE OF 0.8 INCHES PER HOUR. A DOUBLE -RING INFILTROMETER TEST IS REQUIRED TO BE CONDUCTED BY A LICENSED SOIL SCIENTIST OR ENGINEER TO VERIFY INFILTRATION RATES OF EACH INFILTRATION BASIN AFTER BASINS HAVE BEEN GRADED. RATE CONTROL A REGIONAL POND HAS BEEN PREVIOUSLY DESIGNED AND CONSTRUCTED FOR 7TH STREET WEST AND THE SURROUNDING AREA. THE EXISTING OUTLET B WAS DESIGNED TO UTILIZE A CN OF 89. THE FOLLOWING CURVE NUMBERS AND AREAS WERE USED TO VERIFY THE PROPOSED CN IS LESS THAN THE PREVIOUS CN DESIGN OF 89. TYPE AREA CN PAVEMENT 117,009 98 BUILDING 53,115 98 GRASS/PERVIOUS 91,035 61 TOTAL WEIGHTED 261,159 85 ALL STORM WATER IS DIRECTED TO THE STORM SEWER WITHIN 7TH STREET WEST TO OUTFLOW TO THE REGIONAL POND. 1525 HDYROCAD CALCULATIONS HAVE BEEN DONE FOR THE PROPOSED SITE TO DETERMINE THE PEAK ELEVATIONS AND FLOW RATES OUT OF THE INFILTRATION BASINS. (CONTACT BOGART, PEDERSON & ASSOCIATES FOR THE REPORT IF NEEDED.) THE PEAK ELEVATIONS OUTSIDE OF THE INFILTRATION BASINS ARE LESS THAN 1 FOOT OVER THE EMERGENCY OVERFLOWS. EMERGENCY OVERFLOWS ARE ONLY UTILIZED FOR 100 -YEAR STORM EVENTS. WATER IS DIRECTED TO STORM SEWER MANHOLES BELOW THE OVERFLOWS. VOLUME RETENTION FOUR INFILTRATION BASINS ARE PROPOSED ON SITE TO PROVIDE VOLUME CONTROL FOR A 1.1 INCH STORM. WITH 170,124 S.F. OF PROPOSED IMPERVIOUS SURFACE, 15,594 C.F. (577 C.Y.) OF VOLUME IS REQUIRED TO BE HELD WITHIN THE INFILTRATION BASINS. THE COMBINED VOLUME OF THE BASINS TO THE INITIAL OUTLET IS 15,633 C.F. (579 C.Y.) THE FOLLOWING TABLE ADDS TOGETHER THE VOLUMES OF THE BASINS. WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O ~ w O Lu O U 0 > U) W �_ > LU W D U 0 U) W O 0- W Z 0 m W = 0 � O Lu O N 0 p o o U L0 O o O Lu N ' CONTOUR AREA VOLUME BETWEEN CENTRAL INFIL. BASIN N M 955 551 m ♦^ % v / ` 956 2499 1525 0 Lu 957 4582 3541 z Z 957.5 5661 2561 TOTAL: > IU mX 7626 W NORTH INFIL. BASIN O"ZJ 945 307 2 J 946 1145 726 TOTAL: W O lL 726 �J� 0 WEST INFIL. BASIN co 953 982 W �V V) �H 954 2403 1693 U- w 955 3927 3165 Q Lu 955.5 4727 2164 TOTAL: 5329 EAST INFIL. BASIN O 954 187 O 955 1674 931 955.8 3207 1952 TOTAL: 1952 COMBINED VOLUME 15633 WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O ~ w O Lu O U 0 > U) W �_ > LU W D U 0 U) W O 0- W Z 0 m W = 0 � O Lu O N 0 p o o U L0 O o O Lu N ' I O v Lu N M m z m ♦^ % v / ` C) 0 m 0 Lu J 00 �op N Q W z Z Z YO Y� 2Z > IU mX _ .. W Q F LL O"ZJ U Q W 2 J 0 0 0 0 0 LL O U o� ami ivEc L_0�� L) c �I CL >, a) cn O o Cw cu a)cu aE E E c D>'m�� i� m c� � N C Q m C 0 C z U J a� CL 0 Ln U U p i 'U 0 rsla)_ Q - �m U)OtU cn 0 zN O v Lu N M J z 9) ♦^ % v / ` C) 0 M L� WZ ♦^ J 00 �op N Q W z N W W Y� 0.U Q > IU mX _ .. W Q F LL O"ZJ Z�Q WN Q'N w w z W u) op ~ rQ1'� /c/p� V♦ > Z ?ZZ N �M V W O lL OQ �J� 0 F_ CD F_ co Z>> <5z QUW OJ W �V V) �H SHEET NO. C�:3 Lu J z J J z Q wLu �z u zQ w LLJ t1A •� o � z O Q LU U O V) p U- w J c Q Lu m 0 U_ O O O SHEET NO. C�:3 \ � S s \Rim=942.48 � \ lnv.=9/4.58 \ \ s \ S R M=945.34 \ NInv.=941.51 \ 1,040 S.Y. OF EROSION CONTROL BLANKET STANDARD SEED MIX / T Rim--Ij�/ A �6.91 - f \Inv p935.4/ /\ / 8" Sani. \ O d S WM / W W C � s �- s \I \ FES 36" CMP S \7 Elev.- 93255 - \ S - Rim -942.27 - /nv.=933./2 S - \\m=942.66 \\\\ Rim=943.17 Inv.=93286 \ \ 36 R,\ `\ -INSTALL 276 LF OF DOUBLE LAYER Rim=943.62 TEMPORARY SILT FENCE (552 LF TOTAL) W Inv=934.20 E Inv -9J4.20 D67F S lnv.=939.47 �OF=946.50 \ \ SOD GRASS\ 8" PVC SDR 35 Soni. � CP� 4,828 LF s \ \l( Rim= In v. = 942.57 • ROCK CONSTRUCTION: Rim=946.34 Inv.=935.52 ,985 S.Y. OF EROSION CONTROL BLANKET \ INSTALL 820 LF OF TEMPORARY SILT FENCE ,I- Rough location of trail - Rim=949.05 / Inv. =937.73 Rim=948. 16 Inv. -933.79 INSTALL 1042 LF �OF TEMPORARY SEDIMENT LOG Rim=950.44 v.= In934. / SOD GRASS /• // 961 .. A / STANDARD SEED MIX W / W / / / / 700 S.Y. OF EROSION CONTROL BLANKET INSTALL 20 LF sk SOF TEMPORARY SEDIMENT LOG W• W W W \ INLET PROTECTION (TYP.) EOF=958..5 y Set / SBC / � � W W � / 4 / INSTALL 1176 LF W / OF TEMPORARY SILT FENCE 4- 9 N ®I LEGEND: TEMPORARY ROCK CONSTRUCTION ENTRANCE 0 20' EROSION CONTROL BLANKET (3N) SCALE: 1" = 20' STANDARD SEED MIX W WWWWWWWWWWWWW INFILTRATION BASIN SEED MIX �W SODDED GRASS OR LANDSCAPED AREA ASF GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE FIBER -LOG ROLLS �� •`%� PROPOSED RIP RAP 984 PROPOSED CONTOUR E.O.F. EMERGENCY OVERFLOW 0 TEMPORARY SEDIMENT FILTER- HIGH FLOW EROSION CONTROL NOTES: 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTION/GRADING LIMITS SHOWN. 2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA. 5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF MONTICELLO AND THE MPCA. 7. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BE REMOVED DAILY. 10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THE FOLLOWING SCHEDULE: STANDARD SEED MIX 25-131: 220 LB/AC. INFILTRATION BASIN SEED MIX 33-261: 35 LB/AC. FERTILIZER 22-5-10: 350 LB/AC. MULCH TYPE 3: 2 TONS/AC. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. APPROXIMATE EROSION CONTROL DEVICES • SILT FENCE: 4,828 LF • BIOLOG: 1,102 LF • ROCK CONSTRUCTION: 1 EACH • INLET PROTECTION: 17 EACH • EROSION CONTROL BLANKET (3N): 3,980 S.Y. • RIP RAP (CLASS 2) 54 C.Y. NOTE: AMOUNTS SHOWN DO NOT ACCOUNT FOR REPLACEMENT OR ADDITIONAL EROSION CONTROL BMPS FOUND TO BE NEEDED DURING CONSTRUCTION. Z O ~ W 07 ° F- > U o � cn W �_ > W � U 0� 0 Ln 0'- 2 LU 0� U CL W Z C) m W = � H 0 � O W o 0 0 Q N N N O O O O N C, o S O0 L0 U N O W co ' I O v LU N M O m Z °° 0 00 m 0 W cn op cZ op G N Q W Z Z Y _ O U U W� Z W � LL O"ZJ U Q W 2 J 0 0 0 0 0 IL O U _ � N L O -o N M E C o JQ, -0 J O N ca E E O ` Q C e`er N >, M , O L t. }' Q t m C C5O -g N 0� 0 Q a O cu co N - F - �dU U) 0 ZN O v LU N M O z Z °° 0 - M L0 LV Cl) cn op cZ op G N Q W LL N WH W Y LU � a Q U W� .. -mQ W � LL O"ZJ ZwQ WN Q'N wwZ W U) op ~ rQ1'� /�//�� V♦ > Z ?ZZ �M V LS F_ O0 OJ� Oti MryJ� _j Z>> QUW OJ W �V �H cn LU z cn Q LU J �z U zQ O LU - � z O O LU U o U 00 `-' J _O cn LU DC 0 O U m r O W z O U SHEET NO. a N STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: GENERAL INFORMATION THIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. PROJECT NAME: MONTICELLO RESIDENTIAL SUITES LOCATION: ELM ST & 7TH ST W, MONTICELLO MN SHERBURNE COUNTY LAT/LONG: 45.301553, -93.809709 DESCRIPTION OF CONSTRUCTION ACTIVITY: DEVELOPMENT CONSISTS OF THE CONSTRUCTION OF A 4 -STORY APARTMENT BUILDING, GARAGE, ASPHALT PARKING, GRADING, UTILITY INSTALLATION, AND TURF ESTABLISHMENT. PROJECT CONTACTS PAT BRIGGS AND THE CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. SWPPP PREPARATION: 5.97 SWPPP PREPARER: CHRISTOPHER DAHN 0.00 -BOGART, PEDERSON & ASSOCIATES TRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2025) ADDRESS: 13076 FIRST STREET 3.90 BECKER, MN 53308 TELEPHONE: 763-262-8822 EMAIL; CDAHN@BOGART-PEDERSON,COM OWNER: TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA OWNER CONTACT: PAT BRIGGS ADDRESS: P.O. BOX 719, BIG LAKE, MN 55309 TELEPHONE: (612)-919-1561 EMAIL; PAT@THEBRIGGSCOMPANIES.COM CONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR): BUSINESS NAME Z OWNER NAME Y MAILING ADDRESS U CITY w w z TELEPHONE rQ1'� /U/�) V♦ EMAIL �M CONTACT NAME Q W MAILING ADDRESS 2 CITY 0 0 TELEPHONE 0 EMAIL W �V ESTIMATED DATES OF CONSTRUCTION: START DATE _/ / (TO BE FILLED IN BY CONTRACTOR) COMPLETION DATE _/ / (TO BE FILLED IN BY CONTRACTOR) PERMANENT STORMWATER DESIGN CALCULATIONS SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACT BOGART PEDERSON & ASSOCIATES FOR REPORT. PROPOSED FLOW RATE IS LIMITED THROUGH DIRECTING THE WATER NORTH TO A REGIONAL POND PREVIOUSLY SIZED. VOLUME CONTROL IS PROVIDED THROUGH 4 INFILTRATION BASINS ON SITE TO CONTAIN 1.1 INCHES OF RAINFALL OVER THE NEW IMPERVIOUS SURFACE. SOIL GROUP: A/B DESCRIPTION OF EROSION CONTROL ACTIVITY: EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENT THROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTION ENTRANCE PLACEMENT. CUMULATIVE IMPERVIOUS SURFACES AREA OF DISTURBANCE: 5.97 ACRES PRE -CONSTRUCTION IMPERVIOUS AREA: 0.00 ACRES POST CONSTRUCTION IMPERVIOUS AREA: 3.90 ACRES NEW IMPERVIOUS AREA: 3.90 ACRES RECEIVING WATERS: STORM WATER FROM THIS SITE WILL BE DISCHARGED TO THE CITY STORM SEWER WHICH IS DISCHARGED INTO A REGIONAL POND. PLANS AND SPECIFICATIONS THE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS: • THE PROJECT LOCATION AND CONSTRUCTION LIMITS. • LOCATIONS OF IMPERVIOUS SURFACES. • LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.). • STEEP SLOPE LOCATIONS. • LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S TO BE INSTALLED ON THE PROJECT. • THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED ON THE PROJECT. • IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. TEMPORARY SEDIMENT CONTROL PRACTICES DOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACE PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS. TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPE DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THE GRADING OPERATIONS PROCEED. TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA IS TO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THE SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS. INSTALLATION OF MN/DOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THE EMBANKMENT SLOPES ADJACENT THE WETLANDS AREA. ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENT CONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCE INSTALLATION ALONG THE TOE OF SLOPE. ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREAS ARE TO BE STABILIZED WITHIN 7 DAYS. TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONS ARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER. A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THE PROJECT ENTRANCE ON ELM STREET. STREET SWEEPING OF THE PAVED SURFACES WILL BE REQUIRED AS DIRECTED BY THE ENGINEER. TIMING OF EROSION CONTROL: SILT FENCE AND SEDIMENT LOGS WILL BE INSTALLED PRIOR TO CONSTRUCTION. RIPRAP AND FILTER BLANKET WILL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLET PLACEMENT THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTION WHEREVER CONSTRUCTION WILL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS. STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETING CONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THE DNR. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHER TEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED. STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREET SWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED. u�y�xars.��r_vu>t•ranrrana►�y�_zar►•irri� THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALL OPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENT CONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THE DURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA. THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION, INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THAT INDIVIDUAL IS TO BE IDENTIFIED AT THE PRE -CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTES THEREOF. THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCE EVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. A INSPECTION FORM WILL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THE NEXT BUSINESS DAY. PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVE OR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE. TRAINING DOCUMENTATION: SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING DATE OF TRAINING NAME OF INSTRUCTOR ENTITY PROVIDING TRAINING CONTENT OF TRAINING TOTAL HOURS OF TRAINING BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING DATE OF TRAINING NAME OF INSTRUCTOR ENTITY PROVIDING TRAINING CONTENT OF TRAINING TOTAL HOURS OF TRAINING POLLUTION PREVENTION FERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TO MINIMIZE EXPOSURE TO STORMWATER RUNOFF. ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUEL OR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE TO STATE AND LOCAL REGULATIONS MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24 HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS AND SUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND OR SPILLS. l.�:ir_� 3r�ya�irr_va-�►��c��r:�yzyurri�y_v��r.>t 3��:z.�•a.�az.�r�yrr�a�u>taairiaz.��ra �sa���a:��-� �_�y CONCRETE BATCH TRUCKS WILL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ON THE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THE LOCATION AS PROVIDED BY THE OWNER. FINAL STABILIZATION FINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM, PERMANENT VEGETATION. ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICE OF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA. LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION TITLE LOCATION EROSION CONTROL DETAILS CONSTRUCTION DETAILS C8 -C9 EROSION CONTROL LOCATIONS EROSION CONTROL LOCATIONS C6 24 HOUR MPCA EMERGENCY NOTIFICATION: TELEPHONE NUMBERS: 651-649-5451 800-422-0798 ESTIMATED QUANTITIES THE FOLLOWINGUIRED FOR SEDIMENT CONTROL UANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED Q BMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTA POLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANY ADDITIONAL AND/OR REPLACEMENT BMP'S QUANTITIES WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. Q ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT: O ITEM UNIT ESTIMATED INITIAL QUANTITY TEMPORARY CONSTRUCTION EXIT EA 1 TEMPORARY SEDIMENT FILTER EA 17 TEMPORARY CONCRETE WASHOUT EA 1 TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA 1 TEMPORARY SEDIMENT LOGS LF 1,102 TEMPORARY SILT FENCE LF 3,980 EROSION CONTROL BLANKET (3N) SY 3,980 TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARY SEWERS DUE TO CONSTRUCTION ACTIVITIES. 1.02 REFERENCE STANDARDS A. GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MN R100001. 1.03 PERFORMANCE REQUIREMENTS A. COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION AND SEDIMENT CONTROL. B. DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACE COVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TO OBTAIN APPLICABLE PERMITS. 1. OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION. C. TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFORE PRECIPITATION OCCURS. D. EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIES CAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 1. PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE. 2. PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS. E. SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECT SITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARY SEWERS. 1. IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TO OWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. F. MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEEN ESTABLISHED. PART 2 PRODUCTS 2.01 MATERIALS A. TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS, MILDEW, AND INSECTS; NON -BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMS WITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS: 1. AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751. 2. PERMITTIVITY: 0.05 SEC^ -1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491. 3. ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED IN ACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE. 4. TENSILE STRENGTH: 100 LB -F, MINIMUM, IN CROSS -MACHINE DIRECTION; 124 LB -F, MINIMUM, IN MACHINE DIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 5. ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 6. TEAR STRENGTH: 55 LB -F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533. 7. COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED. 8. SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG: a. STEEL U- OR T -SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT. b. SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION. C. HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION. B. TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THE REQUIREMENTS OF MNDOT SPEC. 3897. 1. SHALL BE ONE OF THE FOLLOWING. a. SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL. C. TEMPORARY SEDIMENT FILTER. 1. SHALL BE ONE OF THE FOLLOWING. a. DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET. 1) SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL. (a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS. D. TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1. ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK. E. TEMPORARY SLOPE EROSION PROTECTION. 1. SHALL BE ONE OF THE FOLLOWING. a. EROSION CONTROL BLANKET. 1) SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHED BETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING. 2) THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FOR BREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON. 3) STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U -SHAPED, 11 GAUGE OR HEAVIER STEEL WIRE HAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOM AFTER BENDING. 4) THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE: (a)GEO-SYNTHETICS, INC., - LANDLOK 52. (b)NORTH AMERICAN GREEN - S150. (c)OR EQUAL. b. BONDED FIBER MATRIX. 1) THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OF THE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BE RETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH A WATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE. 2) THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE AND AGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPON REWETTING. 3) THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICK ADHERING TO THE SOIL SURFACE. 4) THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT. 5) THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIAL TO PLANT LIFE. 6) THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATER THAN 1MM IN SIZE. 7) THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TO APPLICATION. 8) THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUM BFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATE WILL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THE PRODUCTS IS USED. 9) THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE. (a)ECOAEGIS - MANUFACTURED BY CANFOR. (b)SOIL GUARD - MANUFACTURED BY MAT, INC. (c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC. F. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. NON -WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGH STRENGTH THREAD. a. SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OR EXCEED THE FOLLOWING. 1) GRAB TENSILE OF 205 LBS AS PER ASTM D 4632. 2) PUNCTURE OF 110 LBS AS PER ASTM D 4833. 3) FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491. 4) PERMITTIVITY OF 1.5 SEC -1 AS PER ASTM D 4491. 5) MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786. 6) AOS% OF 80% US SIEVE AS PER ASTM D 4751. 2. SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED. 3. SHALL BE ONE OF THE FOLLOWING. a. DIRTBAG. 1) ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636. b. DANDY DEWATERING BAG. 1) DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284. c. OR EQUAL. PART 3 EXECUTION 3.01 PREPARATION A. SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME. B. THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATER PERMIT NO. MN R100001. C. THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE, AND SUBMIT TO THE MPCA. 1. PROVIDE A SIGNED COPY TO THE OWNER. 3.03 INSTALLATION A. TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1. THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THE EGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BE REQUIRED TO ADEQUATELY CLEAN THE TIRES. 2. GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOIL INTO THE ROCK. B. TEMPORARY SILT FENCES: 1. STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873. 2. USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUM SPACING. 3. EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OF FABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT. 4. MINIMUM POST EMBEDMENT. a. STEEL POST = 24 INCHES, MINIMUM. b. WOOD POST = 18 INCHES, MINIMUM. 5. DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY, OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST. 6. FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING: a. FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14 GAGE, 0.083 INCH SHANK DIAMETER. b. FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTH AND 1/2 INCH LONG LEGS. 7. FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS. C. TEMPORARY SEDIMENT LOGS: 1. PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHER DISTURBED AREA. 2. STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FT CENTERS, USING 2 IN BY 2 IN BY 3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROL IS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETER CONTROL TO HELP STABILIZE DURING RAIN EVENTS. D. TEMPORARY SEDIMENT FILTERS. 1. DROP-IN SEDIMENT TRAP. a. PLACE AS RECOMMENDED BY THE MANUFACTURER. E. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. F. TEMPORARY SLOPE EROSION PROTECTION. 1. PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1 V. 2. SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPE EROSION PROTECTION. 3. BONDED FIBER MATRIX. a. INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUM GUIDELINES. 1) THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'S CERTIFIED APPLICATOR. 2) APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TO ALLOW THE BFM MULCH ADEQUATE TIME TO DRY. 3) THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TO DEWATER THE FIRST APPLICATION. 4) THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS, PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED. 5) THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND 100% COVERAGE. 4. EROSION CONTROL BLANKET. a. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3.04 MAINTENANCE A. INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGED RAINFALL. B. REPAIR DEFICIENCIES IMMEDIATELY. C. TEMPORARY SILT FENCES: 1. PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED. 2. REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE. 3. REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BY RUNOFF OR OTHER CAUSES. D. TEMPORARY CONSTRUCTION EXIT. 1. PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED AS VOIDS BECOME FILLED WITH SOIL. E. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE. F. PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE. 3.05 CLEANUP A. REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. B. WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO AN ACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES. END OF SECTION MISSISSIPPI RIVER (IMPAIRED WATER) SITE LOCATION 1 MILE RADIUS IMPAIRED WATERS MAP RI hAarttic�ge r nµntry [I uh f3ialr COLirse Rd 0.5 MI r - 4ti +o O�"•s - ea�41 �L a it �tiapfiaii AVE Monticelli Z O ~w E O L O U 0 U) W > WZ) ULu D U) W U 0- W Z 0 M W _ (2 � W O 0 0� U) W N N N Q o 0 0 m rn � � N w rn rn 0 0 0 OLu of M 2 2 0 0 o N o :2U a co N 0 co Lo O U � N O N cv E c o A. 0 �J V LL� O '` O o aEEc Ln >, m 0 L Q a. N p) -las, 2 CO- O :3L - rn 0- W G7 _N m 0 zN Lu O v N M IT Q uj O DO �z 00 o 0 - co Loj- �A Wz °° 2 N 00 m 0 W W Yco a QU w r� .� - Z Z Y - O U w w z Z rQ1'� /U/�) V♦ >ZW ?ZZ �M p LLJ Q W 0' 2 J 0 0 0 0 0 LL O U � N O N cv E c o A. 0 �J V LL� O '` O o aEEc Ln >, m 0 L Q a. N p) -las, 2 CO- O :3L - rn 0- W G7 _N m 0 zN Lu O v N M IT Q uj O ♦♦^^ z �z 00 o 0 - co Loj- �A Wz °° 2 N Q W �0 N W H W Yco a QU w r� .� - Of W mQ F LL Ozw< U Z Jw N �N w w z U) op ~� rQ1'� /U/�) V♦ >ZW ?ZZ �M V cn W O 'D 0 O �J� �~ MryJ� Z>> QUW OJ W �V F,H SHEET NO. Lu a z V) Lu z Q uj O �z u zQ Lu 5 O Lu U o O �7 U uj O U co O z O u SHEET NO. Lu a z V) EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE WHEN ADJACENT TO EXISTING OR NEW TURF PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF ' R21N (MODIFIED) R7 -8M 121Nxl8IN O } H IN WHITE ON BLUE F U uJ ZO WHITE ON BLUE , 4" CONCRETE U 8" DIA. REINFORCING STEEL 2" BITUMINOUS WEAR COURSE o R7-8bP SPACED AT 181N ON CENTER EACH WAY 2" BITUMINOUS BASE COURSE Ll Z) U 121Nx6IN U) 0'- g WHITE ON BLUE° TACK COAT Lu W a INCH STEEL CAP WELDED a INCH STEEL CAP WELDED ° ° ° aWEEMEMEMRA ° ° ° 12" U Z p uJ m 2 AND GROUND SMOOTH AND GROUND SMOOTH ^' G ° °° ° ° 12" Q O 0 � 00 18 60 18 COMPACTED SUBGRADE 4" CLASS 5 AGGREGATE BASE �/ / �\ 8" CLASS 5 AGGREGATE B ASE � / /\\\ \ /\\ \ \/\/ / / \ / /LU co N co N co N 60" 00 00 24 m 6"MIN. SCARIFY AND COMPACTED SUBGRADE12" SELECT GRANULAR BORROW N 42" 42" 00 rn rn FINISHED GROUND LINE FINISHED GROUND LINE O CONCRETE SIDEWALK BITUMINOUS PAVEMENT SECTION N 6 INCH SCHEDULE N.T.S. N.T.S. J U W O N a 6 INCH SCHEDULE 40 STEEL PIPE o 0 40 STEEL PIPE CONCRETE FILLED a o N CONCRETE FILLED 48" 48" CONCRETE m CONCRETE 'WHITE' MARKING ----,..m D m W z Y - z 3:O U EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE UJ LL a a a PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN Q W � 2 J 18 If—� � " � 18��18" L L ADJACENT TO EXISTING OR NEW TURF 0 0 0 V 0 u- 00 NO PARKING SIGN SITE ACCESSIBLE SIGN U O �_ C14 1/21N DIA. REINFORCING STEEL D=6" REINFORCED CONCRETE �� SPACED AT 181N ON CENTER D/2= 3" o amiLo NOTE: EACH WAY c 1. L= DIMENSIONS AS 'BLUE' MARKING ADJACENT TO SHOWN ON PLANS ACCESSIBLE PARKING 6' TYP 3 O v _0 JJ Z CENTER OF STRIPE TO CENTER OF a >+ W STRIPE ° ` U J NOTE: ° a N 0 1. ALL POSTS AND ANCHORS SHALL BE 2. STRIPE WIDTH SHALL BE 41N. a E 12 GAUGE WITH HOLES ON ALLco 0 FOUR SIDES 2. SIGNS SHALL BE IN ACCORDANCE 3. STRIPING ADJACENT TO ACCESSIBLE SUBGRADE L o PARKING SPACES SHALL BE BLUE"T� 12" MIN WITH THE MINNESOTA MANUAL ON 6" CLASS 5 AGGREGATE BASE TYP• _r_ m O Ln UNIFORM TRAFFIC CONTROL m c U DEVICES Q U O 02 D'Fn 4-- O O_O mC6 0-0-0 i N 7 ff11L ��/+� L VI LL VJ vJ SITE SIGNAGE WITH BOLLARD PAINTED PAVEMENT MARKINGS CONCRETE PAVEMENT SECTION N.T.S. N.T.S. N.T.S. z N O 604 M v / ` C) O CONSTRUCTION SEQUENCING: GENERAL NOTES: L� 1. PERFORM CONTINUOUS INSPECTIONS OF EROSION 1. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITH A .. 00 CONTROL PRACTICES. MnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTION W °D OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. Q Lu N 2. INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE DOWELED ISOLATION JOINT W w Yco TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING 2. INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORM U THE CONSTRUCTION PROCESS. SEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES OR HAND RAIL A cU a, > m 3. ALL DOWNGRADIENT PERIMETER SEDIMENT -CONTROL WATERBODIES. REINFORCE PER CONCRETE SIDEWALK DETAIL 10„ X x w < U w F BMPS MUST BE IN PLACE BEFORE ANY UP GRADIENT 3. IF THE STORMWATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARY Lu (D Z -i w N LAND -DISTURBING ACTIVITY BEGINS. SEDIMENT BASIN, GRADE THE BMP TO WITHIN THREE (3) FEET OF FINAL GRADE TO t 1" 3 O Z w F- F- 00 PROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION IN 12" w w Z U)00 Z 4. REMOVE TOPSOIL FROM THE SITE AND PLACE IN TEMPORARY STOCKPILE LOCATION. TEMPORARY SEED THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE IS STABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETE NOSING WITH > g STAIR ? Z Z � M ANCHOR INTEGRALLY U) � r.0 THE STOCKPILE. CONSTRUCTION OF THE BMP. CAST TO UNDERSIDE Lu � cO ti O p 5. INSTALL UNDERGROUND UTILITIES (WATER, SANITARY 4. GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING RISER PER CIVIL DRAWINGS TOP OF CHEEK WAL -1 W od Q Z W U W SEWER, ELECTRIC AND PHONES) TAKING THE LOCATION LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE 12� —TREAD DEPTH PER PLANS AND FUNCTION OF STORM WATER BMPS INTO UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER NO. 5 REBAR @ 12" O.C. EACH CONSIDERATION. TRACKS ARE RECOMMENDED. DOWELED ISOLATION JOINT 10" REINFORCE PER CONCRETE SIDEWALK DETAIL 7. SEED AND MULCH DISTURBED AREAS ON SITE. 5. EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). IT IS RECOMMENDED THAT ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATION�/_ BOTTOM OF CHEEK WALL " `''. '�.. • " ' ^ r 8. CONSTRUCT THE ROADS TAKING THE LOCATION AND SHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. (ELEVATION PER PLAN) U� 24"MINIMUM 24"� FUNCTION OF STORM WATER BMPS INTO CONSIDERATION. 6. GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTION 12" 9. PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THE DOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. LOCATION AND FUNCTION OF THE STORM WATER BMPS 6" INTO CONSIDERATION. 7. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR NO. 5 REBAR FULL WIDTH OF STEPS. W z IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BE ALL FILL SHALL BE AGGREGATE PROVIDE 3" OF CLEARANCE FROM EDGE 12" 12" 10. FINAL GRADE THE SITE. REMOVED FROM THE BASIN PRIOR TO INITIATING THE NEXT STEP IN THE BASE MATERIAL OF CONCRETE CONSTRUCTION PROCESS. SEDIMENT THAT HAS BEEN WASHED INTO THE BASIN 11. STABILIZE THE SITE BY IMPLEMENTING THE NATIVE DURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL, SEEDING AND PLANTING PORTION OF THE LANDSCAPING SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS. PLAN. J W :38. SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BE Q _ O 12. INSTALL THE EROSION CONTROL BLANKET COMPLETED WITHIN 48 HOURS OF FINAL GRADING. HAND RAIL z U 13. REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZED 9. INFILTRATION AREA SHALL BE STAKED OFF DURING CONSTRUCTION TO RESTRICT z Q a--+ PER PROJECT ENGINEER APPROVAL. HEAVY EQUIPEMENT TRAFFIC FROM COMPACTING NATIVE SOILS. W a 0 NOTE: 36.. NO. 5 REBAR @ 12" O.C. TO REBAR IN STEPS) Vi O Lu 0 SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ON CHEEK WALL PROVIDE 3" CLEAR FROM EDGES W U LOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC. � Ir = W EMERGENCY OVERFLOW RIP RAP I V) N U (PER GRADING PLAN) 1' (PER GRADING PLAN) OUTLET STRUCTURE IN SLOPE 2' MIN. RISERS PER CIVIL DRAWINGS J O (SEE UTILITY PLAN) s MIN. DETAIL SHOWN IS TYPICAL SEE W ^/ 00.7 EROSION CONTROL BLANKET (STRAW, CATEGORY 3N) U co cC SLOPE PER GRADING PLAN BOTTOM OF CONCRET GRADING PLAN FOR ACTUAL /� • �� / FLARED END SECTION 24" 12" NUMBER OF STEPS O \ (PER UTILITY PLAN) /\ \\ �\ z RIP RAP INLET PROTECTION SEEDING WITH SEED MIX /\ O U d d (SEE GRADING PLAN) 33-261 (35 LB/AC) d �/ \ ALL FILL SHALL BE AGGREGATE BASE MATERIAL < dSHEET NO. � /\ /\ /\ /\ A d d < SECTION A INLET PIPE • OUTLET PIPE UNCOMPACTED NATIVE PERMEABLE SOILS CONCRETE STEPS WITH CHEEK WALLS (WITH RAILINGS) c 11 INFILTRATION BASIN STAIRS (WITH CHEEK WALLS & RAILINGS) N.T.S. N.T.S. METHOD FOR TREATING EDGES EXPOSED TO SURFACE SHEET FLOW EDGES EXPOSED TO SURFACE FLOW SHALL HAVE THE OUTSIDE 2 BLOCKS RECESSED 12" INTO THE SUBGRADE AT 45 DEGREE ANGLE EDGES NOT EXPOSED TO SURFACE FLOW DO NOT NEED TO BE RECESSED SUBGRADE WITH SITE SPECIFIC SEED MIX LEADING EDGE ANCHOR TRENCH AND OVERLAP SEAMS PERPENDICULAR TO FLOW 18" ANCHOR TRENCH FLEXAMAT STANDARD UNDERLAYMENT 5 -PICK LENO WEAVE DOWN CHANNEL FLEXAMAT STANDARD PED MAT WITH FLOW PANELS ARE SHINGLED 18" SOIL AND SEED UNDER PREVIOUS PANEL .I I I - Li : r�:,::, LIF 18" U -ANCHORS INSTALLED 18" U -ANCHORS IN 2' INCREMENTS BEHIND INSTALLED IN 2' FIRST EXPOSED BLOCK INCREMENTS ACROSS OVERLAP IN 2' INCREMENTS ACROSS ABUTMENT SEAM OR STAINLESS STEEL ZIP TIES CAN BE INSTALLED IN 1' INCREMENTS ABUTMENT METHOD FOR WIDER THAN 16' CURLEX II ECBI FLEXAMAT STANDARD CHANNEL - LAYOUT PARALLEL TO FLOW CONSTRUCTION NOTES: 1. AN ENGINEER OR MANUFACTURES REPRESENTATIVE SHALL BE ONSITE FOR THE START OF THE INSTALLATION. 2. GRADE CHANNEL SO THAT WATER WILL FLOW DOWN CENTER OF THE CHANNEL AND BE CONTAINED TO THE CHANNEL. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. 3. PRIOR TO FLEXAMAT STANDARD INSTALLATION SEED AND FERTILIZE THE PREPARED SUBGRADE WITH SITE SPECIFIC SEED MIX AND IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 4. INSTALL FLEXAMAT STANDARD ROLLS, USING THE WIDEST ROLLS POSSIBLE TO AVOID SEAMS. 4.1. FOR CHANNELS THATARE WIDER THAN 16', INSTALL 15.5' WIDE FLEXAMAT STANDARD ROLLSTHAT INCLUDE 12" GEOGRID EXTENSIONS WITH A 6" STANDARD UNDERLAYMENT EXTENSIONS. THESE SEAMS ARE PARALLEL WITH FLOW, THE ADJACENT MAT INSTALLED OVER THE EXTENSIONS. ENSURE GEOGRID AND STANDARD UNDERLAYMENT EXTENSIONS ARE LAYING FLATON SUBGRADE PRIOR TO INSTALLING ADJACENT MAT. 4.2. SECURE THE ABUTMENT PARALLEL WITH FLOW BY INSTALLING 18" U -ANCHORS IN 2' INCREMENTS OR 20" STAINLESS STEEL ZIP TIES IN V INCREMENTS THROUGH THE EXTENSION OVERLAP. U ANCHORS OR ZIP TIES TO BE INSTALLED PERPENDICULAR TO FLOW. ZIP TIES SHALL ENCOMPASS 3 CORDS OF GEOGRID FROM EACH MAT. 5. FOR ADDITIONAL SECTIONS OF MAT, SECURE SEAM PERPENDICULAR WITH FLOW BY OVERLAPPING THE DOWNSTREAM SECTION 18" WITH UPSTREAM SECTION OF MAT. PRIOR TO INSTALLING OVERLAP, FLIP UPSTREAM MAT BACK 24". EXCAVATE 2.25"' OF SOIL 18" FROM END OF UPSTREAM MAT. DOWNSTREAM SECTION IS LAID IN THE SHALLOW TRENCH. RETURN AND TAMP SOIL OVER INITIAL EDGE AND SEED. FLIP END OF UPSTREAM MAT OVER THE SOIL COVERED AND SEEDED INITIAL LEADING EDGE OF DOWNSTREAM MAT. 5.1. SECURE OVERLAPS PERPENDICULAR TO FLOW BY INSTALLING 18" U -ANCHORS IN 2' INCREMENTS OR 20" STAINLESS STEEL ZIP TIES IN 1' INCREMENTS THROUGH THE OVERLAP. ZIP TIES SHALL ENCOMPASS 3 CORDS OF GEOGRID FROM EACH MAT. 6. ATTHE INITIAL LEADING EDGE OF THE FLEXAMAT STANDARD ARMORED CHANNEL, EMBED THE MAT 18" IN A VERTICAL ANCHOR TRENCH. FILL AND COMPACT ANCHOR TRENCH WITH SUITABLE FILL. AT a N ADJACENT FLEXAMAT STANDARD PANEL HAS GEOGRID AND UNDERLAYMENT EXTENSIONS MAT SEAM PARALLEL WITH FLOW 6" STANDARD UNDERLAYMENT EXTENSION 12" GEOGRID EXTENSION MOTZ ENTERPRISES, INC. Flexamat (513)772-6689 Info@Flexamat.com Flexamat.com e�xama �I I .-. PENMAIENiEROSION CdifTAOI w, ,�, Z 0 ~ W � LOY U 0 U) w } > WZ ~LLJ 0U � Of2i W of U, W z 0 m W of w 0 0 01- cf) LU N N N 0 co rn cO N O O O c') PLAN VIEW O UT"^^DTMVAR'E SPECIFICATION 0 O O O 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE1 i� rn PLAN VIEW N STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. CONCRETEAI CD Z 4 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CUR , Q o CONCRETE INLET � —► � ,,- BACK of CURB AND RAIN GUARDIAN TURRET MAY VARY WITH So . MANUFACTURED AND DESIGNED TO AST(M C858.� TO 8.5% BY VOLUME). Q LJJ CONDITIONS. Ln IW z DISTANCE VARIES 2. CONCRETE BASE EXTENDS BEYOND THE FILTER W zQ 2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH STANDARD HOOK. OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH Lu INSURMOUNTABLE CURB FACE INSURMOUNTABLE CURB FACE DISSIPATOR. - 65 O .o Q (� Lu L M O 0 3. FIBERGLASS TOP GRATE (32 LBS, 1-1/2- THICK) - 1,780 Lo v7 RAIN GUARDIAN TURRET CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD.[ Oo 4 (CONCRETE BASE INCLUDED) v, J N N 3D VIEW INSTALLATION NOTES O m O 1. INSTALL THE CLASS 5 BASE (COMPACTED TO 95% STANDAR (n m �i PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VAR v BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE' m 6i SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAIN O u GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARY 2 POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOI Z Y TO AVOID SOIL INTERFERENCE WITH FILTER INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE 1' 10 U BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTIO Z OVERFLOW ELEVATION) TO ACCOMMODATE THE V PONDING DEPTH, 8 U CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE Q W -4 owl 3•io^^ (INCLUDED). THEREFORE. THE TOP OF THE CLASS 5 COMPACTED BASF,i J 0 IS PRECISELY 1' 4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO 0 U ELEVATION VIE THE RAIN GUARDIAN TURRET WILL BE 10-1/2- ABOVE THE TOP OF TH CONCRETE BASE AND 1-112" BELOW THE GUTTERLINE ELEVATION T ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAID INLET INSURMOUNTABLE CURB GUARDIAN TURRET. RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) RAIN GUARDIAN TURRET INLET 2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE TOP FIBERGLASS GRATE — GUTTERLINE HIGH VOLUME OVERFLOW 3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET AN GUTTERLINE BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD MATO THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF THE RAI — —5" _ --- GUARDIAN TURRET ON THE BIORETENTION SIDE := shECIP �� �J T�T�f�"// 5" V-3.5" 1.7 1' - BASIN BOTTOM i 5 4. INSTALL EXPANSIONICONTRACTION JOINT MATERIAL OR A SHEET OFF SITE SPECIE I 10•s PRIMARY POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN TURRET 5.5" REMOVABLE m -/OUTLET FILTER WALL— AND CONCRETE INLET BEFORE POURING INLET ' ' L 41 5. SIDE CURBS OF THE POURED INLET MUST HAVE A INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FRO CLASS 5AGGREGATE ► ELEVATIQN V11 LkW OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET.I 1. THE TOP OF THE CLASS 5 BASE (COMPACTED TO 95 STANDARD PROCTOR) IS PRECISELY 1'4' BELOW THE 8. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER GUTTERLINE ELEVATION. FABRIC ON THE INTERIOR SIDE OF THE RAIN GUARDIAN TURRET. SUBSOILS ---• •--•- RAIN GUARDIAN TURRET REVISION HISTORY DEVELOPED BY: B� mw ioEac> RwnoNl IN r gm6x A PRETREATMENT CHAMBER �-�ISRICTIOM a "" -- T 1jp;4jRR01AN B I O R E T E N T I O N PONDING DEPTH: 1 MANUFACTURED BY ,�,,,a,,,�,�„,�,.,•,�,,, PRETREATMENT FOR RIORETENHON TYPICAL DETAIL gtCHl"� WPECAAST/CCAAST STONE � Rain Gardens • Swales • Filtration Basins - Infiltration Basins NATE a,so,,o,aAND a,asa, www.RainGuardian.bi ""'""" ""E— n o`u„„"°'°a Z 0 ~ W � LOY U 0 U) w } > WZ ~LLJ 0U � Of2i W of U, W z 0 m W of w 0 0 01- cf) LU N N N 0 co rn cO N O O O c') 00 - v O N L -0 -0 0 O O O i� rn CD Z U Q o J Q LJJ O Ln IW z L zQ N Lu 0 O 65 O .o Q (� Lu L M O 0 L Q v7 � N Oo 4 U) O v, J N N O m O �QQOi� _ (D d Cn (n m O m 6i O u LU 2 Z Y L O U Z U Q W 12 2 J 0 0 0 U 0 LL N N C'7 O 00 O M 1-0 ,zt 1-0 ,zt Z 00 �0? N of O N W `S c) U U r2 W > LIU mX C� u) Li- I-- �` (D z -j WN z E < ll�N 5 -WF— 1--00 W LLI Z U) Z)UZ ofN c0i)w0 LL(0 0-1Of (DF - Z>> pJ � Uw 00 - v O N L -0 -0 Lu N Lo O O i� rn (3) Z U �( O 6 ` J Q LJJ O E E �z z L zQ Lu a cn O .o Q (� Lu L L o 0 L Q v7 � U O CO Oo 4 U) O v, J N N O — p[ O �QQOi� _ (D d Cn (n 0 N N C'7 O 00 O M 1-0 ,zt 1-0 ,zt Z 00 �0? N of O N W `S c) U U r2 W > LIU mX C� u) Li- I-- �` (D z -j WN z E < ll�N 5 -WF— 1--00 W LLI Z U) Z)UZ ofN c0i)w0 LL(0 0-1Of (DF - Z>> pJ � Uw SHEET NO. C12 Lu z Q LJJ O �z z U zQ Lu a cn O Lu LU U o 0 v7 � Lu Oo 4 v, J 0 Lu — p[ O U op O z O u 2 SHEET NO. C12 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) z ~ 1'- OR 5' IN BACK OF CURB oil _0 W W O CONCRETE WALK � >- 0 E BITUMINOUS PATH ARE BI LU HYDRAFINDER PRESENT W Lz W STEEL T -STYLE FLAG WATEROUS MODEL 67 HYDRANT LTJ 0 Z) (n U Lu FENCE POST YELLOW OUT OF ORDER TAG (n — W 2i DfAFTER LU TO BE INSTALLED ON PUMPER CONN. 0 Um 0- W TOP OF PROPOSED SUBGRADE BACK -FILL (L EXISTING OR FUTURE_ BREAKOFF FLANGE STREET ZZ CURB OR GUTTER LINE W 1" TO 2" MAXIMUM > LU STET RE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) ao ABOVE BURY LINE (FINISHED GRADE) FINISHED GRADE a VALVE BOX AS WATERMAIN SPECIFIED 1 " TO 2" MEGALUG MEGALUG WRAP PLUG WITH 4 MIL. POLY Q of 0 _ i W � Z) O C0 A MAX OF 2' LIFTS TO BE WETTED GROUND LINE AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN W M O M O M O OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) zo PLUG Q 21 21 21 4"x4" WOOD POST 4"x4" WOOD POST > z 2 LAYERS OF o 2'- 6" AS REQUIRED 10' POLY (4 mil) v X TYPICAL — 00 O M O N O O 4' COVER COMPACTED TO 95% OF w TEE AND BEND BEND PLUG STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT 3' DIAMETER N 3I DEEP PIT z a UNDER HYDRANT FILLED WITHof "STEEL 4"x4" WOOD POST STORM SEWER O A MINIMUM OF 1 C.Y. OF 1 � 0 1/4 VALVE BOX ADAPTOR 1-1/2" CLEAR STONE I = WITH PROTECTIVE COATING AS � MANUFACTURED BY ADAPTOR INC. NOTES: W Z N MAINLINE O OR APPROVED EQUAL MEGALUG 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' AND OVER. PIPE SIZE BEARING AREA Cl) J O STORM SEWER WATERMAIN MEGALUG 6" 4.0 SQ FT 0 O . 2. THRUST BLOCKING SHALL ONLY BE USED WHERE g^ WORKING PRESSURES ARE LESS THAN 150 PSI. 10" - 12" 12.0 SQ 1'i 6) LU N 1 O WATERMAIN GRANULAR BEDDING AS PER MN/DOT 3149.21' 3. THRUST BLOCKS BEARING AREA TO BE POURED 16" 20.0 SQ FT O AGAINST UNDISTURBED SOIL. N GATE VALVE TEE 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN SANITARY SEWER GRANULAR FOUNDATION WHERE THRUST MEGALUG BLOCKING BLOCKING 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND SHALL BE RESTAINED USING TIE RODS 00 } MAINLINE ORDERED BY THE ENGINEER BEHIND THRUST BELOW GATE HYDRANT PRECAST CONCRETE BASE VALVE BLOCKING m 00 0 Lu __ LJJ SANITARY SEWER AS SPECIFIED (15"x 15"x 4") BEHIND TEE ,J z z Y —Q LL (7 z SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED ~ in Q w(if>0LU Q W 2 > J_ EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. 0 0 0 0 0 LL 00 _ 04 N L O00U ll O 7� (n 4) J z A U O 0 J Title: Title: Title: Title: a E Utility Stub Markers Typical Trench Compaction Typical Hydrant Blocking for 0 - o Standard Plate Library Standard Plate Library Standard Plate Library Installation Standard Plate Library Watermam ; M 0 City of Monticello Cit of Monticello y and Class B Bedding City of Monticello Date: 03-05 Plate N0. Cit of Monticello y L: Date: Plate N0. 03-05 L Q Date: Plate Na. Date: Plate Nc. 04-08 o3-05 2 0 01 2 0 0 2 (D �� °° —_ 1006 - 1007 =�� Revised: O 3 —17 Revised: 03 —17 o76 Revised :03-15 Revised:o3-15 o o W C 65 0 ZN M O O U N '^ O (/ / Z 0 Cl) L0'zt Ln 'zt WZ� ♦^ �C? v♦ N Q W 0�(.o N W H W YCO a U I~ > DO Li C�cw WW Z�Q �N O "zJ WN UJ F_ I— 00 Q � WWZ Co V♦ Cn �UZ �N LU U TIES REQUIRED TO CLEAN OUTS O Q 0 J_ Of O F_ M ryJ� Z >_ > O. USE 4" OR 6" CISP PLUG AND CAP, " W 06 1 U W LU STREET TOP TO BE 1/2 BELOW FINISHED GRADE FINISHED GRADE BUILDING INSTALLED BY PRIVATE CONTRACT INSTALLED AS PER CITY CONTRACT TRACER WIRE LOCATE BOX GROUND LINE I TRACER WIRE SPLICE (� CURB BOX STANDPIPE 6" PVC RISER FOR NON-RESIDENTIAL w Z I I COPPER -CLAD STEEL AWG 12 GAUGE �r2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKETPOLYETHYLENE GREEN COLORED JACKETTO 4" PVC RISER FOR RESIDENTIAL VARIES 10'TO 20' z BE PROVIDE UNDER CITY CONTRACT BE PROVIDED UNDER PRIVATE lTO CONTRACT ' ^ V I4" OR 6" VERTICAL WYE (PVC) J Ln LU / 1" COPPER WATERMAIN 1/8 BEND CONCRETE ENCASEMENT 0 z U COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY 12" ALL AROUND (INCIDENTAL) z Q POLYETHLNE GREEN COLORED JACKET WATER TIGHT GASKET OR CEMENTED PLUG ^^ I..L J _ TO BE PROVIDED UNDER CITY CONTRACT w F.— SANITARY SERVICEMAINLINE SANITARY SEWER Ll V / O 0 P"Dw U o HORIZONTAL WYE (PVC) L•1� THRUST BLOCKING FOR CLEANING EQUIPMENT v I O / U 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. J 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE. 0 LU U op 0 z O U 2 Title: Title: SHEET NO. Tracer Wire Sanitary Clean -Out Standard Plate Library (New Developments) Standard Plate Library Cit of Monticello City Cit of Monticello y Date: Plate Na. Date: Plate Na. 03-08 03-05 3005 3006 Revised: 03-15 Revised: 03-15 a N C CASTINGADJUSTING RINGS A 1— 4" MIN — 12" MAX STANDARD FRAME & COVER INSTALL INFRA SHIELD (OR APPROVED EQUAL) ROADWAY SURFACE EXTERNAL CHIMNEY SEAL SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS O 2 U g w_ U M STRUCTURE - 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS—I—PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. O3 MINIMUM STEEL REINFORCEMENT 4 EQUIVALENT STEEL AREA IN WIRE MESH MANHOLE MAY BE USED OR PLASTERED MANHOLE.,:.; CAATCH TCH EXTERIOR OR O5 GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN TO BRICK AND CONCRETE MASONRY UNIT - DIA DIA CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 03-17 4001 INSTALL INFRA SHIELD =gip p DEPRESSED 0.10' BELOW GUTTER WALL CONSTRUCTION SHALL BE CLASS II ELEVATION (SEE DETAIL 5003) PRECAST PIPE, EXCEPT 48" DIA MAY BE w O 4" MIN - 12" MAX ¢ ENCASE IN CONCRETE ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD zo z ll7m 8" CAST—IN—PLACE NOD PLATE 3000 (NO TONGUE OR GROOVE AT TOP r © 00 CONCRETE W OR BOTTOM OF THIS SECTION). CAST—IN—PLACE o � N W ZJO�NNMaIA p�liU 4' TO 10' MIt)ODN CONCRETE OR MASONRY CONSTRUCTION tO ODOMI[)m��NtO Y (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED :T m • • • s�. z Z)UZ m I w .; _ ':3y'x. BY ENGINEER z o d O ,_ 7 N UO Fn M Z Q Q N II g O � CONCRETE DOGHOUSE REQUIRED ON oq 00 ag a o Q OUTSIDE AND INSIDE OF STRUCTURE o wa a z AND PIPE CONNECTION O 2 U g w_ U M STRUCTURE - 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS—I—PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. O3 MINIMUM STEEL REINFORCEMENT 4 EQUIVALENT STEEL AREA IN WIRE MESH MANHOLE MAY BE USED OR PLASTERED MANHOLE.,:.; CAATCH TCH EXTERIOR OR O5 GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN TO BRICK AND CONCRETE MASONRY UNIT - DIA DIA CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 03-17 4001 A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH NO. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD =gip p DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS w O 4" MIN - 12" MAX ¢ ENCASE IN CONCRETE Nd OH}�t0 z O ll7m Of NOD t001 �s 3 00 U LL a W �p�liUN�O]OD >O W ZJO�NNMaIA p�liU X? Q MIt)ODN a VI a5 tO ODOMI[)m��NtO Y �NNMM :T m • • • s�. �c/A� Z)UZ m I w .; _ ':3y'x. O N w w d O ,_ 7 N UO N M Z Q Q N II g O � L o o O V• ' O? 0 0 0 oq 00 ag a o Q co o wa a J J U p p aza I a p }�4D OD�NONt0U000m � N U � M ob° ob° ob° p }mNotomvtONODmaaDoo N000aD OD ~� Q o o Ya � N W a O IM Z M Z W M1�.-t0 w �t0n � O o 0 0< � Z w w ' O w a v 0 r� o ° U = g � HOW wW FeLd mw ~ J Ol W ZN(V M X e� l¢i N W Ma�tOm yMq �+- O w NI�O17 OD�I� A N N Q >� p�� " M H O Z U 7 Ld x ~ r •; w O tr 00 Ow }NIf) W U N 7 O O� W �O -• -U N Ol U' Ir M W V O >� U (0:2 p Hln�tD w M¢ W OpX <W �OtO � d 1¢iEL ¢ In �O m j Z N II ow w a Mo_ p � Z ¢ ¢ LL �NNNMM<I[1 w .aof O WZ _ �of of ~ O Q =gip J a <_j H � }� O�ODN � ml�Of F- NOD�If)M jna O� ZJO� } ODMOt � W 9: � X000 tO Of D I[11n (0000 NNO1M W W � ANN O M 71n tDm O��MI(10N N M N O � x C7 Q O � II 0 DO �o xa 0 U m t0 (0 00 Of MOtO OD ODOO �OI[1 }OD Cl! �It)00 W d p� ON U N M�In ODOtO tO OD�Mf001Ml��OI[1 � � N N M� Y p a Z W O d ZNIn OD��I�OtONOD�OtON�O _� p0 d NNNMM ANN Q I NMM��IL7 �' t0 t0nmOl UVo X: a- p (n }tOm�O N LIJ � If10MM � Y OMIf)m�M fOOMN J4 (n � � � ~ Z p U Q Q O NZ � zzw LL< Z OCL � O d �NNM�In �t�OnO�D � Z Ld J of a �w M ¢ O Z O �W zo ww wm J w; O z Title: Standard Plate Library Riprap Detail � City of Monticello Date: Plate No. 03-05 4009 Revised: 03-15 A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH NO. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD =gip p DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS w O 4" MIN - 12" MAX ~ ENCASE IN CONCRETE Nd OH}�t0 i�a��}nr�rnl.minmmrnam��omo� ll7m Of NOD t001 ODNa 00 �_ W �p�liUN�O]OD >O W ZJO�NNMaIA p�liU O MIt)ODN O tO ODOMI[)m��NtO Y �NNMM U �c/A� Z)UZ fD /r \� (q LU O [L- -� O Q W N II CD J Q Q N II g O � U Q U_ 00 Q g a J J U p =a p }�4D OD�NONt0U000m � N U � 2 d �aa� p }mNotomvtONODmaaDoo N000aD O Ya � N W a O IM � In M �N W M1�.-t0 �N �t0n � Cn 0000001 t01�1� pNNMM� � Z � U r� = g � HOW p }MI�NODN W J J Ol W ZN(V � Ma�tOm �OtON �Om O�MtO NI�O17 OD�I� A N N Q >� p�� U � � �II 0 }NIf) W (ON Of OIOY D1�� Ol ��t000 t0 t0O tD tOa >� U UO Hln�tD O1MO?N��1�t0� NNNMa W �OtO � � W d ONM� In �O OD OtM�00MI�N1�00Q N II p � O LL �NNNMM<I[1 Q O v _ p Q =gip O H � }� O�ODN � ml�Of � NOD�If)M jna O� ZJO� } ODMOt � W 9: � X000 tO Of <Ot I[11n (0000 NNO1M W W � ANN M 71n tDm O��MI(10N N M N O � x C7 O � II 0 DO �o xa p xgo_p m t0 (0 00 Of MOtO OD ODOO �OI[1 }OD Cl! �It)00 W d p� ON U N M�In ODOtO tO OD�Mf001Ml��OI[1 � � N N M� Y p a Z W O d ZNIn OD��I�OtONOD�OtON�O _� p0 d NNNMM ANN Q I NMM��IL7 �' t0 t0nmOl UVo X: a- p A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH NO. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD 2 g K p DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS w O 4" MIN - 12" MAX ~ ENCASE IN CONCRETE Nd OH}�t0 COLLAR USE CONCRETE ll7m Of NOD t001 ODNa 00 �_ W �p�liUN�O]OD W r` — O MIt)ODN O MMM � Y > O U �c/A� Z)UZ Z /r \� (q LU O [L- -� O Q W N II CD J Q Q Q U Q U_ 00 Q g a J J W — (Y O � N U � 2 d �aa� p }mNotomvtONODmaaDoo O z C-4 W d p �N W M1�.-t0 �N .-� NMMIn � Cn 0000001 t01�1� W � Z � U w J � Q x::5 a. p � � O W O W ZJONMat000 }NIf) W (ON Of OIOY D1�� Ol ��t000 t0 t0O tD tOa >� NNNMa W O N II LL g o O v _ p O H � }� O�ODN � ml�Of Of NOD�If)M (n � W 9: O� tO Of M tO O�MI�OD NNO1M W W N N M N O N n m x O DO d' xgo_p O~ U W }OD Cl! �It)00 M01 tON ODOtO tON � Oi�tO _� NNNMM Q I � n � o �' UVo X: a- p }tOm�O tO lf)ODM � If10MM � W d OMIf)m�M fOOMN J4 (n � � � p t 0 1� Q � zzw a_ � O d �NNM�In �t�OnO�D O�NM Ila A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH NO. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (OR APPROVED EQUAL) DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS w O 4" MIN - 12" MAX 2 ENCASE IN CONCRETE 6" COLLAR USE CONCRETE 7:; 0? N CURB MIX FOR COLLAR V J 4" CONCRETE COLLAR NOTES: SECTION A—A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Title: Standard Catch Basin Date: 03-05 Plate No. Revised: 03-17 4002 A PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ./ ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR *15" 24" w x *48" TYP a M A 35-1/4" 143" r CURB INLET FRAME AND CURB BOX STANDARD CASTING - NEENAH R -3067-V MANHOLE COVER TO BE 48" DIA � CRETEX TYPE II WITH 24"x 36" 6" OPENING 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION > *DIMENSION VARIES o BASED ON STRUCTURE o DIAMETER Ly— RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Catch Basin Manhole City of Monticello Date: 03-05 Plate No. Revise':03-17 4003 03-17 TRANSVERSE & LONGITUDINAL BARS 5/8 " FOR 18" TO 27" APRONS 3/4 FOR 30" & LARGER APRONS. I T- 6" MAX I6" ANCHOR TOP & BOTH ENDS NOTE: 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library City of Monticello Title: Trash Guard for End Section Date: 03-05 Plate No. Revised:03-15 4007 J z O LU 0 LU ° U Q U) LU � HLU W � U Q 0 � 2i W of U, W z Q m LU � of LU O Q 0_ :n W o 0 0 00 tT tT O O O of O N CNJQ 0 O CD U Q o H LO 07 W N Q oco O N - U O O O „ L O -0 � i. (n 0 si=c° 0) -0 J ° L (6 E E aE � c �0 L X22 N O CL L cu L Q U O C z J Q I I � T-°,� N M O '^ 7 v / ` w O m 2 Cl) L0 � Ln � WZ00 ♦^ 7:; 0? N C1 V J � O N Co Op Q W U W r` — � LU UU mQ wLL O Z Z Y I O U �c/A� Z)UZ Z /r \� (q LU O [L- -� U Q W OJ 2 J Q Q Q U Q U_ - U O O O „ L O -0 � i. (n 0 si=c° 0) -0 J ° L (6 E E aE � c �0 L X22 N O CL L cu L Q U O C z J Q zN 00 T-°,� N M O '^ 7 v / ` w O Q) 2 Cl) L0 � Ln � WZ00 ♦^ 7:; 0? N C1 V J � O N � v 5) cn o zN 00 � N M O '^ 7 v / ` 0 O 2 Cl) L0 � Ln � WZ00 ♦^ 7:; 0? N � WCf) V J � O N W H w Y� Q U W r` — � LU UU mQ wLL O "zJ Z(YQ Lu C'4 �N Q \/V♦♦ W H wZLU Z H-00 (n �c/A� Z)UZ DN /r \� (q LU O [L- -� MO QJ- Z>> <Uw OJ W 0 �� L/) � z — 2 V J V) Q w O �z U zQ � J LU L/) O w LU U o 0 00 " U J J W — (Y O U_ op O z O U 2 SHEET NO. C14 SAME SLOPE AS ROADWAY 12" 3/4 / PER Fi 3" �,. ;. :.' HORIZONTAL .. ,.:•;.:•;.:• > ,/2 " R 1/2 " R 3.� ,.. . �. .. .... • ,-CONCRETE AND GUTTER CURB CONTRACTION JOINTS F 0- U 0 LLI > w 07 z 0 3" (FORMS MAY BE TILTED) 7. REVERSE SLOPE GUTTER SECTION o > w DIVIDER PLATE 3R 0 Ln U 2 2'- 0" 1 6 1/2 . 07 W LU MODIFIED DESIGN "D" .r, 3"R 3�' s" 13 1/2 " SLOPE 0.06 FT/FT EXPANSION JOINTS � 7' 0 Z o m = 5'- 0" TYPICAL STANDARD FRAME & BOX FOR 8618 CURB &GUTTER 1 OR .:.: O SLOPE 3/4 -/Fr EXPANSION JOINTS B 6� UNE o • o • R (( Q � p W 0' 0 cn 2" MIN 2 AJ 6' A B 2% MAXIMUM OP CROSS SLOPE P R D D ! D n > -n 8 P2' a • W Cl) N O M N O M N O a .. Q. 5' O 2 a' Q N N N HORIZONTAL LINE / 1 MNDOT a a a' ... .. 18" a 6, p O O O N p a a � SLOPE 0.06 FT/FT NORMAL, UNLESS � STANDARD PLATE N0. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (8612) ,...;'. m m CONCRETE TO BE POURED INTEGRALLY EXPANSION EXPANSION DESIGN "D" CURB & 6618 � vWITH MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT CU. YDS. 8612 CURB JOINTS A JOINTS 6', 6GUTTER > WMODIFIED L DIVIDER PLATE 3"RzPLAN (TYPICAL, SEE ABOVE) o o - W , 1/2.3"Ro" 12" GRANULAR BORROW OR 6" CLASS 5 3V``'.:r:;:::': 0.06 FT/FT 6" 13 1/2 SLOPE 3/4"/FrOR PLAN 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') NSLOPE O LU N o N 4A o" N P c " MIN 2 7" 2 HORIZONTAL -,,,> 8618 CONCRETE CURB AND UTTER G ' VARIABLE W/MI m CO m p ui LU J z z Y a D D D D LINE ,e i MNDOT o SLOPE 0.06 FT FT NORMAL UNLESS STANDARD PLATE N0. 7100 H PER Fj N 4 .,�� 7" MIN. 7" �� 3) a 7., n. W z ui U U z I- (n Q W W W 2 J Q � MATCH MODIFIED DESIGN "D" OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 C SIDEWALK DIMENSIONS p p p p LL U CURB &GUTTER (TYPICAL) GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS /LIN FT (6618) MAY BE TILTED 8618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / CU.YDS. (B618) 12" 1a, (ror�� B618 0" 3/4 " / PER FT 3" WIDTH VARIES 5 MIN. ��. 18" WIDTH - 6' DEPTH - 6" FOR NEW DEVELOPMENTS 00 L fV 0 m 1/2 " R 1/2 " R - *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS C= -0 Lo 0 - a)Lo 3" s�A SECTION B—B SECTION A -A GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 M E c NOTE: 7"E ,Q" HORIZONTAL CONTRACTION JOINTS - 6' INTERVALS 3 JL' p U J z STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE LINE �� _ _ _ _ _ _ EXPANSION JOINTS - 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM m 0 !? , >+ U) 0 PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. 2'- 0" I "D" INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS _U [� (0 � m a� -J J MODIFIED DESIGN CURB & GUTTER - - Title: Concrete Curb & Gutter Title: Concrete Curb & Gutter Title: Commercial Driveway Title: Typical Sidewalk O L cEo �- a) M 0 Standard Plate Library 2 at Catch Basing Standard Plate Library for Streets Standard Plate Library Entrance Standard Plate Library C U City of Monticello It o Monticello y City of Monticello City of Monticello a U U 0 O N o Date; 03-05 Plate No. 5012 Date: 03-05 Plate No. Date: 03-05 Plate No. Date: 03-05 Plate No. _- 5004 -= '=" _ '� " � 5005 5008 Revised: 03 —17 �, �, � Revised: Revised: Revised: _ — 0 3 —15 �' 03-15 03-15 �, � � M zN Cl) 0 V N 9) ♦^ % O U) / ` � M Lo'j- L0 � WZ 00 ♦^ �� N Q W � O N W HLU CO O BITUMINOUS TRAIL DESIGN a Q > mx � Q .. W F L<_ V C� cn w OA - PATHWAY WIDTH 10 ft 0 �/ O z W Q �N B - SHOULDER WIDTH 1 ft MIN. 0 0 0 ♦^ L}LI LWLI z 07 00 Q v♦ > z w � 'CO, 0 TRAFFIC SIGN SPECIFICATIONS ♦ 11 U) � U' Z U) VO 0 o MATERIAL: ° U) LU LLQ pJ0 �ti MM W � z>> o� Q- z M w 3#/FT 0 ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. �UW 0 GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" 3' TO 6' 0 0 .100 ON THE LONGEST SIDE OVER 30" ° 0 REFLECTING SHEETING SHALL BE DIAMOND GRADE. 3#/FT.ALL © © SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR O 0 HIGHWAY CONSTRUCTION. w z a "W 0 CHANNEL 4: 1 MqX 2.0 POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL j o o D BE USED, 2.5 LB/FT POSTS SHOULD BE 0 Z USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE J W Q 4' i o O Mqk 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET z U IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. z Q =.r.:.,:>,-.•;:_, . :.. F F: :., x BOLTS, NUTS, AND WASHERS w 5� .� HARDWARE SHALL BE GRADE 5 W MINIMUM AND BE GALVANIZED (� O OR CADMIUM PLATED. W U 0 3" SP 9.5 WEARING COURSE MIXTURE (2,B) (� 6" CL 5 AGGREGATE BASE (MODIFIED) O `J — /�� 12" SELECT GRANULAR BORROW 6" MINIMUM SCARIFY AND RE COMPACT J `/ (SUBGRADE PREP) O FABRIC IF DIRECTED BY ENGINEER W NOTES: U m 1. TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL L� O SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED NOTE: TYPICAL SIGN INSTALLATION WHEN STREET Z >- DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASE, AND SUBGRADE DESIGN BASED ON NAME SIGNS ARE NOT INSTALLED O Lj U EXPECTED VEHICULAR USE AND SUBGRADE SOILS. C G Title: Title: SHEET NO. Typical Traffic Sign • Typical Trail Section Standard Plate Library Yp Standard Plate Library Installation City of Monticello Date: Plate No. City of Monticello Date: Plate No. 03-05 ---- - 5013 -- Revised: - - ---- - „-03-05 - — ,> C15 Revised: O 3-17 03-15 O� Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprap Bedding Original Geotextile fabric grade POBNT POINT Ci z �P >-��� ~ LU SECTION B—B ���� � U 0 LOU> u) Z (not t0 scale) EXISTING CURB 1► U Q OVERFLOW IS Y2 OF (n Lu W CURB Ribbed or Corrugated steel plates THE BOX HEIGHT STAKE LU p CO 0 � 0000Lu O 0 STRAW OR WOOD FIBER J Z C m Original 0 6' TO 7' DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING >j W Lo = Geotextile fabric SECTION A—A grade Q > (not to scale) 0 � o TYPE 2: BIOROLL DITCH CHECK PLAN USE ON ROUGH GRADED AREAS NOTES: Channelize runoff to sediment Sediment Trapping Device WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE Where the flow of water is sheeting, place sod strips LU Cl) O Cl) O Cl) O trapping device OR CITY APPROVED EQUAL. ," X 2" X 18" LONG WOODEN STAKES AT perpendicular to the direction Q N � N �, N � OVERFLOW IS Y2 OF THE CURB BOX HEIGHT 1' 0" SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE of water flow. Q (0 0) N BIOROLL AT AN ANGLE OF 45 DEGREES WITH O O O OVERFLOW AT TOP OF FILTER ASSEMBLY THE TOP OF THE STAKE POINTING UPSTREAM.BIOROLL PROVIDE 8" TO 10" OF EMBEDMENT DEPTH. SHINGLING SOD < OF W �C / U I URB FLOC 45' 8' 10' EMBEDMENT DEPTH r�\O� �C) \�� I? O z N N _j O I -Vv O U Ribbed or Corrugated steel plates �1 o 0 A A o N B o BIOROLL STAKING DETAIL Q / E AE C) 0 1' 6 Do Q o O j oLLJ WIF FILTER ASSEMBLY ENTRENCH A MINIMUM OF 2' CO CO 0 LU J Z O / o Q/ DIAMETER, 6" ON -GRADE Z Y LLI UI U UL Z L_Jj v ON 10" AT LOW POINTLU co W J ami / / 0 0 0 0 0 LL _�o HIGH-FLOW FABRIC Where the flow of water is 00 C7 / L z B * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN concentrated, place Sod stipS ~24 min. C/) CG -3290 OR CITY APPROVED EQUAL. parallel to the direction of o CV j Slope away from w / highway NOTE, OVERLAPPING SOD water flow. �' o 0 � WHEN MORE THAN 1 NOTE: io i= c 0 U / 5O' min. BIOROLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A Although pegging of sod is not specifically required it is understood that the �, 3 ` ' 6 U J MINIMUM OF 6' AND STAKE contractor will be responsible for the successful establishment of the Sod including m : — `I U) Match or Right of Way Existing repair or replacement of sod which becomes displaced or damaged due to lack of p p p g - ci Grade PLAN protection or proper care. � � a Title: Commercial Gravel Title: Inlet Protection Title: Bio Log Staking Title: D >' o o . Standard Plate Library Construction Entrance Standard Plate Library Catch Basin Insert Standard Plate Library Straw or Wood Bio Roll Standard Plate Library Sod Placement M �- o D City of Monticello City of Monticello Date: Plate No. City of Monticello Cit of Monticello y L U �- M Date: Plate No. Date: Plate No. Date: Plate Na. 06-14 03-07 03-08 03-0� ° o 6002 -=- - Revised: 6 0 0 4 6009 601 0 0 Q Revised: 03-15 Revised: 03-15 Revised: j 03-15 — 03-15 0(n Q�o� M v��jii6LC/) Co 0 zN Cl) O v N UO / ` O M LOO Lf7 � WZ 00 ♦^ �0? N Q W � O N 10 WH W Y� 1� p• CO X .. �20 U U) W 3.3' 3.3' ? Z Q Lu N W W Z U) °0 3.3' 33' . Z Z U) M o • • (n W O O C)_jD� "r__ 0.7 STAPLES PER $O. YO. 1.15 STAPLES PER $O. YO. 3.75 STARES PER $O. YO. Z>>J 006 J Lu O�2 4:1 SLOPES 3:1 SLOPES HIGH FLOW CHANNEL & SHORELINE l' ® z ,B Y V� I O J ............. ........... :•::::.:::::•::::::. ::•:::..:::•::::•::::•:::::•. W LU Q ......... O :•:;•;::•:;;;:::;:::;;: ::::: ::::: :::..:.:: ::::::::.. 2 — U z Q J LU _ Q w ® 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.. O 0 ` O LU V 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A F (15an) DEEP X W (15an) WIDE TRENCH WITH APPROXIMATELY 12' (30—) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12- (30cn) APART IN THE BOTTOM OF THE TRENCH. — IU ^' BACKFILL AND COMPACT THE TRENCH AFTER STARING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 1x(30—) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF W O STAPLESISTAKES SPACED APPROXIMATELY 12- (30—) APART ACROSS THE WIDTH OF THE BLANKET. v 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 J (� J O — SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. Uj 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2'-Y (5rm-12.Scm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING l /Y'� V W 4- 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 O $' (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12- (30—) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN V (1&o ) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. O }+ 2 Title: SHEET NO. Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation Installation Cit of Monticello City Date: Plate No. - 03-08 6011 1 Revised: 03-15 ----—---- \ , /�----------- —pa p w Rim=942.48 T / ` ` ` (n W s Inv.=9/4.58 \ cT 0 40' W U H cn 0'- g U) C W ~ / /' -------------- SCALE: 1"=40' z o m / /\` � LU O0 S =943.33 / UL \ / K �— S\. * • \ FES 36" CMP S - LEGEND: M M M Elev 932.55 /' ` UJ 0 0 0 R'm 245.34 7 S i \ N N N N;1, V. S' \ / \ S Q / Rim=942.27 � / � � Q N �i, / Inv.=93312 / Rim=,A.9I / / / / `\ 5 WHEEL TRACK o 0 0 In v� 935.4/ / / \m=942.66 / / > S / S / \ Z N Rim=943/7 Rim- Inv.=932.86 / \ OVERHANG EXTENTS M w o �� 8" Soni. NE Inv= \ 36 \ / \\ O - cn o \ ° < lnv. Stub (Ver, \ / / \ N U m L0 �LU W Inv.Rim=94934.20 / \ ________ O H O E Inv=934.20 / \ o c N s" wM � SInv.=939.47 D67F/ HYDRANT EXTENTS 8" PVA/SDR 35 Soni. HYDRANT LOCATION } m Q ' \ \ CP\ 1 z W J LU O U) Q W LL z U W Rim= lnv.=942.57 � Rough location of trail) Q W � _ > J ��_ — — _ _ LL_ / �I� ! �� \ _ / \ _ !//` i� / / Rim=946.34 1 i i \ FES l CMP /-7/ / \Elev. • 9 958.62 / / / / , , / / u 7-7 43.00 7.00 22.00 Aerial Fire Truck feet Width 8.50 Track 8.50 Lock to Lock Time 6.0 Steering Angle 33.3 CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 i U O O N L c� E c: /C 0 _j � s �I Q N O 0 O Cr O E E N (a -O ` Q 1= C e`er D >, N O •J0�L 1 —Td t m c 2 N 'U) p p-l MOL� Ln d C/) 0 C z U Q J N CL 0 U _N M Q zN 0C14 LU Cl) rn U) z 5`z o 0 — M LO� W � Z� N Q N W H W YCl) a Q U W n - � W mQ H LL LU O"ZJ Z�Q WN CZ'N WWZ W �op ~ rQ1'� Cl)Z V♦ ?ZZ 'CO, !Y V cnWO LiO OQ QJ� O~ MryJ� Z>5;z QUW O J W �V �H cn LU 5`z Q W p = z U W ~ LU t1A .� w cn O LU U o � 00 U 10- J 0 LU Q LUO U m w O z O U SHEET NO. C17 \ WEST INFIL. BASIN - 1 00 -YEAR HWL: 955.90 TREATMENT VOL.=5,329 C.F./ i FES l8" CMP Elev.• 959.0/ \ // )e'K / \- 10,895 SQ. FT. (PER.) \ 9S \ \ 9\ 96 \ o` 6k_� Mllw T / K / REGIONAL POND =943.33 \ / -K FES 36 " CMP \ Elev.• 932.55 \ \ Rim=942.27 Inv. -9J3.12 s Rim 942.66 NORTH INFIL. BASIN / \ \\ Rim=943.17 100 -YEAR HWL: 946.20 ? \ Inv.=932.86 TREATMENT VOL.=726 C.F. 946'-\ \ \\ ` � W /n v.94934.20 / E Inv.=934.20 947 \ �\S Inv.=939.47 // S5 EOF=946.50 \ \ \ // a p P5 8 C.Y. OF CLASS 2 RIP -RAP \ 0'0`• \ 8" PVC SDR 35 Soni. g gq g46 9""3,5 10'X 140' STANDARD FLEXAMAT OR EQUAL / v g4>' g46 S \ iA• • '� i ( ) 12,940 SQ. FT. (PER.)• // ° / � •�, �� \ � � Rough location of trail ISI / • ° • �a�/ FFF\ 000 96 '� 293 SQ. FT. (IMP.) \ _�S � Rim=948.16 s 46 _ / Inv. -933.79 v \ �' 8,726 SQ. FT. (IMP.) 94;1 P3 Rim�44Nv PR(-,POSED APARTME"IT 949 \ \ EOF=949.00 01 (150 UNITS TOTAL) 13,963 SQ. FT. (PER.) _ \ / br `• EOF -955.80 20,208 SQ. FT. (IMP.) GgRgG�FF 96'yTMFNT Seg 952 << -- ■ / g0 Fcgs 00 \ 422 SQ . ER.) — i / 0 _ / FF 00 sss � F-967 S3 / `6 C.Y. OF CLP.,3S 2 RIP -RAP 00 ! 954 10,932 SQ. FT. (IMP.) 1,091 SQ. FT. (PER.) p - 9,157 SQ. FT. (IMP.) SBL — \ SBL � / sss \ BL / 960 6 \ 6,631 SQ. FT. (PER.) 2 C.Y. OF CLASS' 2 //Vo 0 /0'�6,900 SQ. FT. (IMP.) 46 FTg44& T cTa Rk/NG P� �T_ �q 6,900 SQ. FT. (IMP.) �1 252 SQ. FT. (PER.) 863 SQ. FT. (PER.) (41'_ 898 SQ. FT. (PER.) !i i E -a 431 SQ. FT. (PER.) ' ��� 12,925 SQ. FT. (IMP.) 1,091 SQ. FFT/�. (PER.) 240 SQ. FT. (PER.) 9,579 SQ. FT. (PER.) 4 / I / / 255 SQ. FT. (PER.) / c�h� SBC \ MOM 951 952 g54 / 955 / _-6 C.Y. OF CLASS 2 RIP -RAP y • ss / / —EOF=955.80 - ! / P2 / 2 C.Y. OF CLASS 2 RIP -RAP ! EAST INFIL. BASIN / 100 -YEAR HWL: 956.26 / / TREATMENT VOL.=1,952 C.F. / / /2 C.Y. OF CLASS 2 RIP -RAP / / C.Y. OF CLASS 2 RIP -RAP LEGEND: E.O.F. PROPOSED RIP RAP EMERGENCY OVERFLOW AREA TYPE BOUNDARY SUBCATCHMENT BOUNDARY DRAINAGE NOTES: 0 40' SCALE: 1" = 40' GENERAL DESCRIPTION: THE MONTICELLO SUITES CONSISTS OF THE CONSTRUCTION OF A 4 -LEVEL APARTMENT WITH OUTDOOR AND INTERIOR PARKING. THE SITE IS 6.0 ACRES. THERE IS 117,009 S.F. OF PROPOSED PAVEMENT AND THE 2 BUILDINGS MAKE UP AN AREA AROUND 53,115 S.F. THE SITE ENTRANCES ARE LOCATED ON 7TH STREET WEST AND ELM STREET. SOILS AND INFILTRATION ACCORDING TO THE WEB SOIL SURVEY, THE EXISTING SOIL CONDITIONS ON THE SITE IS A 20 INCH LAYER OF SANDY LOAM WITH GRAVELLY COARSE SAND. WITH EXCAVATING THE TOP LAYER OF SOIL, THE BASINS WILL INFILTRATE INTO THE COARSE SAND (HSG) A WITH AN ASSUMED INFILTRATION RATE OF 0.8 INCHES PER HOUR. A DOUBLE -RING INFILTROMETER TEST IS REQUIRED TO BE CONDUCTED BY A LICENSED SOIL SCIENTIST OR ENGINEER TO VERIFY INFILTRATION RATES OF EACH INFILTRATION BASIN AFTER BASINS HAVE BEEN GRADED. RATE CONTROL A REGIONAL POND HAS BEEN PREVIOUSLY DESIGNED AND CONSTRUCTED FOR 7TH STREET WEST AND THE SURROUNDING AREA. THE EXISTING OUTLET B WAS DESIGNED TO UTILIZE A CN OF 89. THE FOLLOWING CURVE NUMBERS AND AREAS WERE USED TO VERIFY THE PROPOSED CN IS LESS THAN THE PREVIOUS CN DESIGN OF 89. TYPE AREA CN PAVEMENT 117,009 98 BUILDING 53,115 98 GRASS/PERVIOUS 91,035 61 TOTAL WEIGHTED 261,159 85 ALL STORM WATER IS DIRECTED TO THE STORM SEWER WITHIN 7TH STREET WEST TO OUTFLOW TO THE REGIONAL POND. HDYROCAD CALCULATIONS HAVE BEEN DONE FOR THE PROPOSED SITE TO DETERMINE THE PEAK ELEVATIONS AND FLOW RATES OUT OF THE INFILTRATION BASINS. (CONTACT BOGART, PEDERSON & ASSOCIATES FOR THE REPORT IF NEEDED.) THE PEAK ELEVATIONS OUTSIDE OF THE INFILTRATION BASINS ARE LESS THAN 1 FOOT OVER THE EMERGENCY OVERFLOWS. EMERGENCY OVERFLOWS ARE ONLY UTILIZED FOR 100 -YEAR STORM EVENTS. WATER IS DIRECTED TO STORM SEWER MANHOLES BELOW THE OVERFLOWS. VOLUME RETENTION FOUR INFILTRATION BASINS ARE PROPOSED ON SITE TO PROVIDE VOLUME CONTROL FOR A 1.1 INCH STORM. WITH 170,124 S.F. OF PROPOSED IMPERVIOUS SURFACE, 15,594 C.F. (577 C.Y.) OF VOLUME IS REQUIRED TO BE HELD WITHIN THE INFILTRATION BASINS. THE COMBINED VOLUME OF THE BASINS TO THE INITIAL OUTLET IS 15,633 C.F. (579 C.Y.) THE FOLLOWING TABLE ADDS TOGETHER THE VOLUMES OF THE BASINS. WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O ~ w O U 0 U) W Ly U U U) 0-1 W U) a - z 0 W Q� w 0 0� L O r N 0 p o o U L0 O o O LU N CONTOUR AREA VOLUME BETWEEN CENTRAL INFIL. BASIN N Cl) rn 955 551 m 956 2499 1525 M L� WZ ♦^ 957 4582 3541 m 0 957.5 5661 2561 TOTAL: U > mX 7626 z NORTH INFIL. BASIN YO 945 307 c� wwz W c~n� ~ 946 1145 726 TOTAL: c� Q W 726 2 WEST INFIL. BASIN 0 0 953 982 0 IL V) �H 954 2403 1693 w 955 3927 3165 Q LU 955.5 4727 2164 TOTAL: 5329 EAST INFIL. BASIN O 954 187 tj O 955 1674 931 955.8 3207 1952 [TOTAL: 1952 COMBINED VOLUME 15633 WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O ~ w O U 0 U) W Ly U U U) 0-1 W U) a - z 0 W Q� w 0 0� L O r N 0 p o o U L0 O o O LU N Uo -2 U '� o U) r_las) L-o CU U)C6_ U) 0- cn 0 zN ' I O LU N Cl) rn J z m o 0 m M L� WZ ♦^ J 00 �op N Q W m 0 LU W IU Y� 0. Q U > mX .. z z YO "Z�Q ZJ WN CZ'N c� wwz W c~n� ~ z > Z ?ZZOY � V c� Q W � 00 Oo 2 J 0 0 0 0 0 IL Uo -2 U '� o U) r_las) L-o CU U)C6_ U) 0- cn 0 zN O LU N Cl) rn J z ♦ V♦ z o 0 M L� WZ ♦^ J 00 �op N Q W z N W W IU Y� 0. Q U > mX .. W Q FLL LU O "Z�Q ZJ WN CZ'N wwz W c~n� ~ rQ1'� /c/p� V♦ > Z ?ZZOY � V cnWO [L � 00 Oo Q � F_W U _j Z>> QUW OJ �V V) �H SHEET NO. �*0103 LU J z J J z Q w o w �z U zQ w LLJ CSA z cn O Q LU U O V) N DC 00U w J C Q LU — m U _ O z tj O � U SHEET NO. �*0103 City Sewe P5 North/Infil Basin S5 / North / / / / West Infil Basin S4 Southwest Subcat Reach on Link P3 North City ewer S3 Northeast S1 Central Central Infil Basin P2 East Infil Basin S2 Southeast Proposed Stormwater Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 2 Rainfall Events Listing Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 1.1 Inch MSE 24 -hr 3 Default 24.00 1 1.10 2 2 2 -Year MSE 24 -hr 3 Default 24.00 1 2.79 2 3 10 -Year MSE 24 -hr 3 Default 24.00 1 4.11 2 4 100 -Year MSE 24 -hr 3 Default 24.00 1 6.63 2 Proposed Stormwater Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 3 Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 2.090 61 >75% Grass cover, Good, HSG B (S1, S2, S3, S4, S5) 2.686 98 Paved parking, HSG B (S1, S2, S3, S4) 1.219 98 Unconnected roofs, HSG B (S1, S4, S5) 5.995 85 TOTAL AREA Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment S1: Central Runoff = 1.67 cfs @ 12.16 hrs, Volume= 0.080 af, Depth> 0.41" Routed to Pond P1 : Central Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Area (sf) CN Description 27,108 98 Unconnected roofs, HSG B 56,411 98 Paved parking, HSG B 18,645 61 >75% Grass cover, Good, HSG B 102,164 91 Weighted Average 18,645 18.25% Pervious Area 83,519 81.75% Impervious Area 27,108 32.46% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S1: Central Hydrograph ❑ Runoff N 1 3 a LL MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Runoff Area=102,164 sf Runoff Volume=0.080 of Runoff Depth>0.41" Tc=8.0 m i n CN=91 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall= 1. 10 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment S2: Southeast Runoff = 0.08 cfs @ 12.19 hrs, Volume= 0.006 af, Depth> 0.12" Routed to Pond P2 : East Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 12,925 98 Paved parking, HSG B 11,596 61 >75% Grass cover, Good, HSG B 24,521 81 Weighted Average 11,596 47.29% Pervious Area 12,925 52.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S2: Southeast Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ■ Runoff Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall= 1. 10 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment S3: Northeast Runoff = 0.06 cfs @ 12.22 hrs, Volume= 0.006 af, Depth> 0.08" Routed to Pond P3 : North City Sewer Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 20,382 98 Paved parking, HSG B 23,401 61 >75% Grass cover, Good, HSG B 43,783 78 Weighted Average 23,401 53.45% Pervious Area 20,382 46.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 0 0 0 N v 0 3 0 U- 0 0 0 Subcatchment S3: Northeast Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ■ Runoff Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall= 1. 10 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment S4: Southwest Runoff = 0.51 cfs @ 12.17 hrs, Volume= 0.027 af, Depth> 0.21" Routed to Pond P4 : West Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Area (sf) CN Description 17,281 98 Unconnected roofs, HSG B 27,291 98 Paved parking, HSG B 24,451 61 >75% Grass cover, Good, HSG B 69,023 85 Weighted Average 24,451 35.42% Pervious Area 44,572 64.58% Impervious Area 17,281 38.77% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S4: Southwest Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall= 1. 10 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment S5: North Runoff = 0.01 cfs @ 12.36 hrs, Volume= 0.002 af, Depth> 0.05" Routed to Pond P5 : North Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Area (sf) CN Description 8,726 98 Unconnected roofs, HSG B 0 98 Paved parking, HSG B 12,940 61 >75% Grass cover, Good, HSG B 21,666 76 Weighted Average 12,940 59.72% Pervious Area 8,726 40.28% Impervious Area 8,726 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S5: North Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ■ Runoff Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 9 Summary for Pond P1: Central Infil Basin Inflow Area = 2.345 ac, 81.75% Impervious, Inflow Depth > 0.41" for 1.1 Inch event Inflow = 1.67 cfs @ 12.16 hrs, Volume= 0.080 of Outflow = 0.06 cfs @ 15.03 hrs, Volume= 0.037 af, Atten= 97%, Lag= 172.1 min Discarded = 0.06 cfs @ 15.03 hrs, Volume= 0.037 of Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P2 : East Infil Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P2 : East Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 956.29' @ 15.03 hrs Surf.Area= 3,106 sf Storage= 2,341 cf Plug -Flow detention time= 230.9 min calculated for 0.037 of (46% of inflow) Center -of -Mass det. time= 160.2 min ( 956.6 - 796.4 ) Volume Invert Avail.Storage Storage Description #1 955.00' 14,547 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 955.00 551 0 0 956.00 2,499 1,525 1,525 957.00 4,582 3,541 5,066 958.00 6,765 5,674 10,739 958.50 8,468 3,808 14,547 Device Routing Invert Outlet Devices #1 Primary 954.50' 12.0" Round Culvert L= 64.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 954.50'/ 954.25' S=0.0039'/' Cc= 0.900 n=0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 957.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 958.00' 15.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 955.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.06 cfs @ 15.03 hrs HW=956.29' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=955.00' (Free Discharge) t-1=Culvert (Passes 0.00 cfs of 0.77 cfs potential flow) t-2=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=955.00' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24-hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 10 Pond P1: Central Infil Basin Hydrograph ❑ Inflow 1.67 cfs Outflow Inflow Area=2.345 ac ❑ Discarded ❑ Primary Peak Elev=956.29 ❑ Secondary Storage=2,341 cf N 1 3 0 LL 0 06 cfs 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 11 Summary for Pond P2: East Infil Basin Inflow Area = 2.908 ac, 76.13% Impervious, Inflow Depth > 0.02" for 1.1 Inch event Inflow = 0.08 cfs @ 12.19 hrs, Volume= 0.006 of Outflow = 0.01 cfs @ 13.55 hrs, Volume= 0.005 af, Atten= 87%, Lag= 81.5 min Discarded = 0.01 cfs @ 13.55 hrs, Volume= 0.005 of Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P3 : North City Sewer 954.00 Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P3 : North City Sewer 1,674 Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 954.26' @ 13.55 hrs Surf.Area= 578 sf Storage= 101 cf Plug -Flow detention time= 117.0 min calculated for 0.005 of (95% of inflow) Center -of -Mass det. time= 99.8 min ( 939.0 - 839.3 ) Volume Invert Avail.Storage Storage Description #1 954.00' 5,173 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 954.00 187 0 0 955.00 1,674 931 931 956.00 3,207 2,441 3,371 956.50 4,002 1,802 5,173 Device Routing Invert Outlet Devices #1 Primary 951.50' 12.0" Round Culvert L= 165.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 951.50'/ 945.25' S= 0.0379 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 954.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.01 cfs @ 13.55 hrs HW=954.26' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=954.00' (Free Discharge) 't--1 =Culvert (Passes 0.00 cfs of 7.29 cfs potential flow) L2=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=954.00' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 12 Pond P2: East Infil Basin Hydrograph 0. 0.0 0. 0.0 0. 0.0 0. 0.0 21 N 0. 3 0.0 ° 0. LL 0.0 0. 0.015 0.01 ..................... ❑ Inflow ......... ...... .908 Outflow Inflow Area=2.ac El Discarded ❑ Primary Peak Elev=954.26' ° Secondary Storage=101 cf Mf - 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 13 Summary for Pond P3: North City Sewer Inflow Area = 3.913 ac, 68.53% Impervious, Inflow Depth > 0.02" for 1.1 Inch event Inflow = 0.06 cfs @ 12.22 hrs, Volume= 0.006 of Primary = 0.06 cfs @ 12.22 hrs, Volume= 0.006 af, Atten= 0%, Lag= 0.0 min Routed to Pond P6 : City Sewer to Regional Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 0 0 0 N 0 3 0 LL 0 0 0 Pond P3: North City Sewer Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 14 Summary for Pond P4: West Infil Basin Inflow Area = 1.585 ac, 64.58% Impervious, Inflow Depth > 0.21" for 1.1 Inch event Inflow = 0.51 cfs @ 12.17 hrs, Volume= 0.027 of Outflow = 0.03 cfs @ 13.71 hrs, Volume= 0.019 af, Atten= 94%, Lag= 92.3 min Discarded = 0.03 cfs @ 13.71 hrs, Volume= 0.019 of Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P6 : City Sewer to Regional Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P5 : North Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 953.49' @ 13.71 hrs Surf.Area= 1,675 sf Storage= 648 cf Plug -Flow detention time= 206.4 min calculated for 0.019 of (70% of inflow) Center -of -Mass det. time= 138.3 min ( 958.1 - 819.7 ) Volume Invert Avail.Storage Storage Description #1 953.00' 14,550 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 982 0 0 954.00 2,403 1,693 1,693 955.00 3,927 3,165 4,858 956.00 5,551 4,739 9,597 956.80 6,833 4,954 14,550 Device Routing Invert Outlet Devices #1 Primary 945.50' 12.0" Round Culvert L= 151.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 945.50'/ 942.50' S=0.0199'/' Cc= 0.900 n=0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 953.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.03 cfs @ 13.71 hrs HW=953.49' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=953.00' (Free Discharge) t-1=Culvert (Passes 0.00 cfs of 9.16 cfs potential flow) t-2=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=953.00' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 15 N w U 3 0 LL Pond P4: West Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 16 Summary for Pond P5: North Infil Basin Inflow Area = 0.497 ac, 40.28% Impervious, Inflow Depth > 0.05" for 1.1 Inch event Inflow = 0.01 cfs @ 12.36 hrs, Volume= 0.002 of Outflow = 0.01 cfs @ 13.33 hrs, Volume= 0.002 af, Atten= 54%, Lag= 58.4 min Discarded = 0.01 cfs @ 13.33 hrs, Volume= 0.002 of Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P6 : City Sewer to Regional Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P6 : City Sewer to Regional Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 945.05' @ 13.33 hrs Surf.Area= 348 sf Storage= 16 cf Plug -Flow detention time= 29.0 min calculated for 0.002 of (98% of inflow) Center -of -Mass det. time= 22.2 min ( 898.6 - 876.3 ) Volume Invert Avail.Storage Storage Description #1 945.00' 4,254 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 945.00 307 0 0 946.00 1,145 726 726 947.00 2,124 1,635 2,361 947.75 2,924 1,893 4,254 Device Routing Invert Outlet Devices #1 Primary 942.50' 15.0" Round Culvert L= 81.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 942.50'/ 941.75' S= 0.0093 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1 946.00' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 946.50' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 945.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.01 cfs @ 13.33 hrs HW=945.05' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=945.00' (Free Discharge) L1=Culvert (Passes 0.00 cfs of 8.89 cfs potential flow) L2=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=945.00' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall= 1. 10 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 17 N w V Pond P5: North Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 1.1 Inch Rainfall=1.10" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 18 Summary for Pond P6: City Sewer to Regional Basin Inflow Area = 5.995 ac, 65.14% Impervious, Inflow Depth > 0.01" for 1.1 Inch event Inflow = 0.06 cfs @ 12.22 hrs, Volume= 0.006 of Primary = 0.06 cfs @ 12.22 hrs, Volume= 0.006 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 0 0 0 N 0 3 0 LL 0 0 0 Pond P6: City Sewer to Regional Basin Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 19 Summary for Subcatchment S1: Central Runoff = 7.16 cfs @ 12.15 hrs, Volume= 0.353 af, Depth> 1.81" Routed to Pond P1 : Central Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.79" Area (sf) CN Description 27,108 98 Unconnected roofs, HSG B 56,411 98 Paved parking, HSG B 18,645 61 >75% Grass cover, Good, HSG B 102,164 91 Weighted Average 18,645 18.25% Pervious Area 83,519 81.75% Impervious Area 27,108 32.46% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, N 3 a LL Subcatchment S1: Central Hydrograph 8 7.16 cf 7- 6 2 1 MSE 24 -hr 3 2 -Year Rainfall=2.79" Runoff Area=102,164 sf Runoff Volume=0.353 of Runoff Depth>1.81" Tc=8.0 m i n CN=91 D 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 20 Summary for Subcatchment S2: Southeast Runoff = 1.08 cfs @ 12.16 hrs, Volume= 0.052 af, Depth> 1.10" Routed to Pond P2 : East Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.79" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 12,925 98 Paved parking, HSG B 11,596 61 >75% Grass cover, Good, HSG B 24,521 81 Weighted Average 11,596 47.29% Pervious Area 12,925 52.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 1 N 21 3 LL Subcatchment S2: Southeast Hydrograph MSE 24 -hr 3 2 -Year Rainfall=2.79" Runoff Area=24,521 sf Runoff Volume=0.052 of Runoff Depth>1.10" Tc=8.0 m i n CN=81 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 21 Summary for Subcatchment S3: Northeast Runoff = 1.62 cfs @ 12.16 hrs, Volume= 0.078 af, Depth> 0.93" Routed to Pond P3 : North City Sewer Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.79" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 20,382 98 Paved parking, HSG B 23,401 61 >75% Grass cover, Good, HSG B 43,783 78 Weighted Average 23,401 53.45% Pervious Area 20,382 46.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S3: Northeast Hydrograph MSE 24 -hr 3 2 -Year Rainfall=2.79" Runoff Area=43,783 sf Runoff Volume=0.078 of Runoff Depth>0.93" Tc=8.0 m i n CN=78 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 22 Summary for Subcatchment S4: Southwest Runoff = 3.73 cfs @ 12.15 hrs, Volume= 0.178 af, Depth> 1.35" Routed to Pond P4 : West Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.79" Area (sf) CN Description 17,281 98 Unconnected roofs, HSG B 27,291 98 Paved parking, HSG B 24,451 61 >75% Grass cover, Good, HSG B 69,023 85 Weighted Average 24,451 35.42% Pervious Area 44,572 64.58% Impervious Area 17,281 38.77% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S4: Southwest Hydrograph 4 ❑Runoff 3.73 cfs MSE 24 -hr 3 2 -Year Rainfall=2.79" 3 Runoff Area=69,023 sf Runoff Volume=0.178 of Runoff Depth>1.35" 3 2 LL Tc=8.0 m i n CN=85 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 23 Summary for Subcatchment S5: North Runoff = 0.71 cfs @ 12.16 hrs, Volume= 0.034 af, Depth> 0.83" Routed to Pond P5 : North Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 2 -Year Rainfall=2.79" Area (sf) CN Description 8,726 98 Unconnected roofs, HSG B 0 98 Paved parking, HSG B 12,940 61 >75% Grass cover, Good, HSG B 21,666 76 Weighted Average 12,940 59.72% Pervious Area 8,726 40.28% Impervious Area 8,726 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S5: North Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 24 Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 957.63' @ 12.40 hrs Surf.Area= 5,956 sf Storage= 8,382 cf Plug -Flow detention time= 134.2 min calculated for 0.183 of (52% of inflow) Center -of -Mass det. time= 72.7 min ( 844.5 - 771.9 ) Volume Invert Summary for Pond P1: Central Infil Basin Inflow Area = 2.345 ac, 81.75% Impervious, Inflow Depth > 1.81" for 2 -Year event Inflow = 7.16 cfs @ 12.15 hrs, Volume= 0.353 of Outflow = 2.03 cfs @ 12.40 hrs, Volume= 0.183 af, Atten= 72%, Lag= 14.7 min Discarded = 0.11 cfs @ 12.40 hrs, Volume= 0.076 of Primary = 1.92 cfs @ 12.40 hrs, Volume= 0.107 of Routed to Pond P2 : East Infil Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P2 : East Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 957.63' @ 12.40 hrs Surf.Area= 5,956 sf Storage= 8,382 cf Plug -Flow detention time= 134.2 min calculated for 0.183 of (52% of inflow) Center -of -Mass det. time= 72.7 min ( 844.5 - 771.9 ) Volume Invert Avail.Storage Storage Description #1 955.00' 14,547 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 955.00 551 0 0 956.00 2,499 1,525 1,525 957.00 4,582 3,541 5,066 958.00 6,765 5,674 10,739 958.50 8,468 3,808 14,547 Device Routing Invert Outlet Devices #1 Primary 954.50' 12.0" Round Culvert L= 64.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 954.50'/ 954.25' S= 0.0039 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 957.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 958.00' 15.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 955.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.11 cfs @ 12.40 hrs HW=957.63' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.11 cfs) Primary OutFlow Max=1.91 cfs @ 12.40 hrs HW=957.63' (Free Discharge) t-1=Culvert (Passes 1.91 cfs of 6.10 cfs potential flow) t-2=Orifice/Grate (Weir Controls 1.91 cfs @ 1.17 fps) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=955.00' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 25 Pond P1: Central Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 26 Summary for Pond P2: East Infil Basin Inflow Area = 2.908 ac, 76.13% Impervious, Inflow Depth > 0.65" for 2 -Year event Inflow = 2.26 cfs @ 12.38 hrs, Volume= 0.159 of Outflow = 1.72 cfs @ 12.53 hrs, Volume= 0.122 af, Atten= 24%, Lag= 8.6 min Discarded = 0.05 cfs @ 12.53 hrs, Volume= 0.029 of Primary = 1.67 cfs @ 12.53 hrs, Volume= 0.092 of Routed to Pond P3 : North City Sewer 954.00 Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P3 : North City Sewer 1,674 Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 955.62' @ 12.53 hrs Surf.Area= 2,621 sf Storage= 2,258 cf Plug -Flow detention time= 75.4 min calculated for 0.122 of (77% of inflow) Center -of -Mass det. time= 43.5 min ( 829.7 - 786.1 ) Volume Invert Avail.Storage Storage Description #1 954.00' 5,173 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 954.00 187 0 0 955.00 1,674 931 931 956.00 3,207 2,441 3,371 956.50 4,002 1,802 5,173 Device Routing Invert Outlet Devices #1 Primary 951.50' 12.0" Round Culvert L= 165.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 951.50'/ 945.25' S= 0.0379 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 954.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.05 cfs @ 12.53 hrs HW=955.62' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=1.64 cfs @ 12.53 hrs HW=955.62' (Free Discharge) 't--1 =Culvert (Passes 1.64 cfs of 8.80 cfs potential flow) L2=Orifice/Grate (Weir Controls 1.64 cfs @ 1.12 fps) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=954.00' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 27 Pond P2: East Infil Basin Hydrograph ❑ Inflow 2s cfs Outflow Inflow Area=2.908 ac El[:1 Discarded Primary Peak Elev=955.62 ❑ Secondary cfs Storage=2,258 cf 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 28 Summary for Pond P3: North City Sewer Inflow Area = 3.913 ac, 68.53% Impervious, Inflow Depth > 0.52" for 2 -Year event Inflow = 2.11 cfs @ 12.52 hrs, Volume= 0.170 of Primary = 2.11 cfs @ 12.52 hrs, Volume= 0.170 af, Atten= 0%, Lag= 0.0 min Routed to Pond P6 : City Sewer to Regional Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 2 Pond P3: North City Sewer Hydrograph 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 29 Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 955.24' @ 15.17 hrs Surf.Area= 4,314 sf Storage= 5,841 cf Plug -Flow detention time= 237.3 min calculated for 0.053 of (30% of inflow) Center -of -Mass det. time= 165.5 min ( 951.8 - 786.2 ) Volume Invert Summary for Pond P4: West Infil Basin Inflow Area = 1.585 ac, 64.58% Impervious, Inflow Depth > 1.35" for 2 -Year event Inflow = 3.73 cfs @ 12.15 hrs, Volume= 0.178 of Outflow = 0.08 cfs @ 15.17 hrs, Volume= 0.054 af, Atten= 98%, Lag= 181.2 min Discarded = 0.08 cfs @ 15.17 hrs, Volume= 0.054 of Primary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P6 : City Sewer to Regional Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P5 : North Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 955.24' @ 15.17 hrs Surf.Area= 4,314 sf Storage= 5,841 cf Plug -Flow detention time= 237.3 min calculated for 0.053 of (30% of inflow) Center -of -Mass det. time= 165.5 min ( 951.8 - 786.2 ) Volume Invert Avail.Storage Storage Description #1 953.00' 14,550 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 982 0 0 954.00 2,403 1,693 1,693 955.00 3,927 3,165 4,858 956.00 5,551 4,739 9,597 956.80 6,833 4,954 14,550 Device Routing Invert Outlet Devices #1 Primary 945.50' 12.0" Round Culvert L= 151.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 945.50'/ 942.50' S=0.0199'/' Cc= 0.900 n=0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 953.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.08 cfs @ 15.17 hrs HW=955.24' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=953.00' (Free Discharge) t-1=Culvert (Passes 0.00 cfs of 9.16 cfs potential flow) t-2=Orifice/Grate ( Controls 0.00 cfs) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=953.00' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 30 Pond P4: West Infil Basin Hydrograph ❑ Inflow (I. 3.73 cfs Outflow Inflow Area=1.585 ac ❑ Discarded ❑ Primary 4 Peak Elev=955.24 ❑ Secondary Storage=5,841 cf N U 3 2 0 LL I 0L 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 31 Summary for Pond P5: North Infil Basin Inflow Area = 0.497 ac, 40.28% Impervious, Inflow Depth > 0.83" for 2 -Year event Inflow = 0.71 cfs @ 12.16 hrs, Volume= 0.034 of Outflow = 0.13 cfs @ 12.60 hrs, Volume= 0.020 af, Atten= 81 %, Lag= 26.5 min Discarded = 0.02 cfs @ 12.60 hrs, Volume= 0.014 of Primary = 0.11 cfs @ 12.60 hrs, Volume= 0.007 of Routed to Pond P6 : City Sewer to Regional Basin 945.00 Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P6 : City Sewer to Regional Basin 1,145 Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 946.02' @ 12.60 hrs Surf.Area= 1,164 sf Storage= 748 cf Plug -Flow detention time= 167.5 min calculated for 0.020 of (59% of inflow) Center -of -Mass det. time= 98.6 min ( 902.8 - 804.2 ) Volume Invert Avail.Storage Storage Description #1 945.00' 4,254 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 945.00 307 0 0 946.00 1,145 726 726 947.00 2,124 1,635 2,361 947.75 2,924 1,893 4,254 Device Routing Invert Outlet Devices #1 Primary 942.50' 15.0" Round Culvert L= 81.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 942.50'/ 941.75' S= 0.0093 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1 946.00' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 946.50' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 945.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 12.60 hrs HW=946.02' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.11 cfs @ 12.60 hrs HW=946.02' (Free Discharge) L1=Culvert (Passes 0.11 cfs of 10.93 cfs potential flow) L2=Orifice/Grate (Weir Controls 0.11 cfs @ 0.45 fps) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=945.00' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 32 Pond P5: North Infil Basin Hydrograph w 0.45 U 3 0.4 F 0.35 0.3 __ 0.kcfs—-- ME 0.1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow 0.71 cfs - ............... _... Inflow Area=0.497 ac Outflow ❑Discarded - - - ❑ Primary 075= ..... ..... .... ..... .. Peak Elev=946.02 ❑Secondary 0.7- .7 Storage=748 cf 0.65 0.6 n sr; w 0.45 U 3 0.4 F 0.35 0.3 __ 0.kcfs—-- ME 0.1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 2 -Year Rainfall=2.79" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 33 Summary for Pond P6: City Sewer to Regional Basin Inflow Area = 5.995 ac, 65.14% Impervious, Inflow Depth > 0.35" for 2 -Year event Inflow = 2.08 cfs @ 12.53 hrs, Volume= 0.177 of Primary = 2.08 cfs @ 12.53 hrs, Volume= 0.177 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs N U 3 0 LL Pond P6: City Sewer to Regional Basin Hydrograph v 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 34 Summary for Subcatchment S1: Central Runoff = 11.61 cfs @ 12.15 hrs, Volume= 0.589 af, Depth> 3.02" Routed to Pond P1 : Central Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.11" Area (sf) CN Description 27,108 98 Unconnected roofs, HSG B 56,411 98 Paved parking, HSG B 18,645 61 >75% Grass cover, Good, HSG B 102,164 91 Weighted Average 18,645 18.25% Pervious Area 83,519 81.75% Impervious Area 27,108 32.46% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, N V 3 0 LL Subcatchment S1: Central Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 35 Summary for Subcatchment S2: Southeast Runoff = 2.07 cfs @ 12.15 hrs, Volume= 0.099 af, Depth> 2.12" Routed to Pond P2 : East Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.11" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 12,925 98 Paved parking, HSG B 11,596 61 >75% Grass cover, Good, HSG B 24,521 81 Weighted Average 11,596 47.29% Pervious Area 12,925 52.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S2: Southeast Hydrograph ❑ Runoff MSE 24 -hr 3 10 -Year Rainfall=4.11" Runoff Area=24,521 sf Runoff Volume=0.099 of Runoff Depth>2.12" Tc=8.0 m i n CN=81 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 36 Summary for Subcatchment S3: Northeast Runoff = 3.31 cfs @ 12.16 hrs, Volume= 0.158 af, Depth> 1.89" Routed to Pond P3 : North City Sewer Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.11" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 20,382 98 Paved parking, HSG B 23,401 61 >75% Grass cover, Good, HSG B 43,783 78 Weighted Average 23,401 53.45% Pervious Area 20,382 46.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S3: Northeast Hydrograph ❑ Runoff N V 2 3 LL MSE 24 -hr 3 10 -Year Rainfall=4.11" Runoff Area=43,783 sf Runoff Volume=0.158 of Runoff Depth>1.89" Tc=8.0 m i n CN=78 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 37 Summary for Subcatchment S4: Southwest Runoff = 6.66 cfs @ 12.15 hrs, Volume= 0.324 af, Depth> 2.46" Routed to Pond P4 : West Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.11" Area (sf) CN Description 17,281 98 Unconnected roofs, HSG B 27,291 98 Paved parking, HSG B 24,451 61 >75% Grass cover, Good, HSG B 69,023 85 Weighted Average 24,451 35.42% Pervious Area 44,572 64.58% Impervious Area 17,281 38.77% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S4: Southwest Hydrograph 7 6.66 cfs MSE 24 -hr 3 6 10 -Year Rainfall=4.11" Runoff Area=69,023 sf 5 Runoff Volume=0.324 of 4 Runoff Depth>2.46" Tc=8.0 m i n 3 CN=85 2 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I❑Runoff Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 38 Summary for Subcatchment S5: North Runoff = 1.51 cfs @ 12.16 hrs, Volume= 0.072 af, Depth> 1.74" Routed to Pond P5 : North Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 10 -Year Rainfall=4.11" Area (sf) CN Description 8,726 98 Unconnected roofs, HSG B 0 98 Paved parking, HSG B 12,940 61 >75% Grass cover, Good, HSG B 21,666 76 Weighted Average 12,940 59.72% Pervious Area 8,726 40.28% Impervious Area 8,726 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 3 0 LL 1 01' 5 Subcatchment S5: North Hydrograph MSE 24 -hr 3 10 -Year Rainfall=4.1'1" Runoff Area=21,666 sf Runoff Volume=0.072: of Runoff Depth>1.74" Tc=8.0 m i n CN=76 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 39 Summary for Pond P1: Central Infil Basin Inflow Area = 2.345 ac, 81.75% Impervious, Inflow Depth > 3.02" for 10 -Year event Inflow = 11.61 cfs @ 12.15 hrs, Volume= 0.589 of Outflow = 6.63 cfs @ 12.26 hrs, Volume= 0.414 af, Atten= 43%, Lag= 6.4 min Discarded = 0.12 cfs @ 12.26 hrs, Volume= 0.083 of Primary = 6.51 cfs @ 12.26 hrs, Volume= 0.331 of Routed to Pond P2 : East Infil Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P2 : East Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 957.96' @ 12.26 hrs Surf.Area= 6,669 sf Storage= 10,443 cf Plug -Flow detention time= 89.4 min calculated for 0.414 of (70% of inflow) Center -of -Mass det. time= 37.7 min ( 800.7 - 763.0 ) Volume Invert Avail.Storage Storage Description #1 955.00' 14,547 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 955.00 551 0 0 956.00 2,499 1,525 1,525 957.00 4,582 3,541 5,066 958.00 6,765 5,674 10,739 958.50 8,468 3,808 14,547 Device Routing Invert Outlet Devices #1 Primary 954.50' 12.0" Round Culvert L= 64.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 954.50'/ 954.25' S= 0.0039 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 957.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 958.00' 15.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 955.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.12 cfs @ 12.26 hrs HW=957.95' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.12 cfs) Primary OutFlow Max=6.50 cfs @ 12.26 hrs HW=957.95' (Free Discharge) t-1=Culvert (Barrel Controls 6.50 cfs @ 8.28 fps) t-2=Orifice/Grate (Passes 6.50 cfs of 12.51 cfs potential flow) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=955.00' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 40 N V Pond P1: Central Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 41 Summary for Pond P2: East Infil Basin Inflow Area = 2.908 ac, 76.13% Impervious, Inflow Depth > 1.78" for 10 -Year event Inflow = 9.00 cfs @ 12.17 hrs, Volume= 0.430 of Outflow = 8.02 cfs @ 12.24 hrs, Volume= 0.387 af, Atten= 11 %, Lag= 3.9 min Discarded = 0.05 cfs @ 12.24 hrs, Volume= 0.032 of Primary = 7.82 cfs @ 12.24 hrs, Volume= 0.353 of Routed to Pond P3 : North City Sewer Secondary = 0.14 cfs @ 12.24 hrs, Volume= 0.001 of Routed to Pond P3 : North City Sewer Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 955.83' @ 12.24 hrs Surf.Area= 2,948 sf Storage= 2,851 cf Plug -Flow detention time= 33.5 min calculated for 0.387 of (90% of inflow) Center -of -Mass det. time= 10.6 min ( 787.0 - 776.4 ) Volume Invert Avail.Storage Storage Description #1 954.00' 5,173 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 954.00 187 0 0 955.00 1,674 931 931 956.00 3,207 2,441 3,371 956.50 4,002 1,802 5,173 Device Routing Invert Outlet Devices #1 Primary 951.50' 12.0" Round Culvert L= 165.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 951.50'/ 945.25' S= 0.0379 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 954.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.05 cfs @ 12.24 hrs HW=955.83' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.05 cfs) Primary OutFlow Max=7.77 cfs @ 12.24 hrs HW=955.83' (Free Discharge) 't--1 =Culvert (Passes 7.77 cfs of 8.90 cfs potential flow) L2=Orifice/Grate (Weir Controls 7.77 cfs @ 1.88 fps) Secondary OutFlow Max=0.13 cfs @ 12.24 hrs HW=955.83' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF (Weir Controls 0.13 cfs @ 0.43 fps) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 42 N V Pond P2: East Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 43 Summary for Pond P3: North City Sewer Inflow Area = 3.913 ac, 68.53% Impervious, Inflow Depth > 1.57" for 10 -Year event Inflow = 11.22 cfs @ 12.22 hrs, Volume= 0.513 of Primary = 11.22 cfs @ 12.22 hrs, Volume= 0.513 af, Atten= 0%, Lag= 0.0 min Routed to Pond P6 : City Sewer to Regional Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 12 11 10 9 8 y 7 U a 6 LL 5 4 3 2 1 0 5 Pond P3: North City Sewer Hydrograph 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 44 Summary for Pond P4: West Infil Basin Inflow Area = 1.585 ac, 64.58% Impervious, Inflow Depth > 2.46" for 10 -Year event Inflow = 6.66 cfs @ 12.15 hrs, Volume= 0.324 of Outflow = 1.83 cfs @ 12.41 hrs, Volume= 0.165 af, Atten= 72%, Lag= 15.5 min Discarded = 0.09 cfs @ 12.41 hrs, Volume= 0.064 of Primary = 1.74 cfs @ 12.41 hrs, Volume= 0.102 of Routed to Pond P6 : City Sewer to Regional Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P5 : North Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 955.62' @ 12.41 hrs Surf.Area= 4,936 sf Storage= 7,612 cf Plug -Flow detention time= 130.8 min calculated for 0.165 of (51 % of inflow) Center -of -Mass det. time= 68.5 min ( 845.0 - 776.4 ) Volume Invert Avail.Storage Storage Description #1 953.00' 14,550 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 982 0 0 954.00 2,403 1,693 1,693 955.00 3,927 3,165 4,858 956.00 5,551 4,739 9,597 956.80 6,833 4,954 14,550 Device Routing Invert Outlet Devices #1 Primary 945.50' 12.0" Round Culvert L= 151.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 945.50'/ 942.50' S=0.0199'/' Cc= 0.900 n=0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 953.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.09 cfs @ 12.41 hrs HW=955.62' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.09 cfs) Primary OutFlow Max=1.72 cfs @ 12.41 hrs HW=955.62' (Free Discharge) t-1=Culvert (Passes 1.72 cfs of 10.35 cfs potential flow) t-2=Orifice/Grate (Weir Controls 1.72 cfs @ 1.13 fps) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=953.00' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 45 Pond P4: West Infil Basin Hydrograph N 3 O LL 7 0 1 83 cfs 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow sss ofs Outflow Inflow Area=1.585 ac Discarded ❑ Primary Peak Elev=955.62 ❑ Secondary Storage=7,612 cf 1 83 cfs 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 46 Summary for Pond P5: North Infil Basin Inflow Area = 0.497 ac, 40.28% Impervious, Inflow Depth > 1.74" for 10 -Year event Inflow = 1.51 cfs @ 12.16 hrs, Volume= 0.072 of Outflow = 1.53 cfs @ 12.21 hrs, Volume= 0.056 af, Atten= 0%, Lag= 3.1 min Discarded = 0.02 cfs @ 12.21 hrs, Volume= 0.015 of Primary = 1.51 cfs @ 12.21 hrs, Volume= 0.041 of Routed to Pond P6 : City Sewer to Regional Basin Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P6 : City Sewer to Regional Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 946.11' @ 12.21 hrs Surf.Area= 1,253 sf Storage= 858 cf Plug -Flow detention time= 76.9 min calculated for 0.055 of (77% of inflow) Center -of -Mass det. time= 26.0 min ( 817.7 - 791.6 ) Volume Invert Avail.Storage Storage Description #1 945.00' 4,254 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 945.00 307 0 0 946.00 1,145 726 726 947.00 2,124 1,635 2,361 947.75 2,924 1,893 4,254 Device Routing Invert Outlet Devices #1 Primary 942.50' 15.0" Round Culvert L= 81.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 942.50'/ 941.75' S= 0.0093 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1 946.00' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 946.50' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 945.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 12.21 hrs HW=946.10' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=1.40 cfs @ 12.21 hrs HW=946.10' (Free Discharge) L1=Culvert (Passes 1.40 cfs of 11.08 cfs potential flow) L2=Orifice/Grate (Weir Controls 1.40 cfs @ 1.06 fps) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=945.00' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 47 Pond P5: North Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 10 -Year Rainfall=4.11 " Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 48 Summary for Pond P6: City Sewer to Regional Basin Inflow Area = 5.995 ac, 65.14% Impervious, Inflow Depth > 1.31" for 10 -Year event Inflow = 12.69 cfs @ 12.22 hrs, Volume= 0.655 of Primary = 12.69 cfs @ 12.22 hrs, Volume= 0.655 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 1 1 1 1 1 N U 3 0 LL Pond P6: City Sewer to Regional Basin Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 49 Summary for Subcatchment S1: Central Runoff = 19.99 cfs @ 12.15 hrs, Volume= 1.055 af, Depth> 5.40" Routed to Pond P1 : Central Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=6.63" Area (sf) CN Description 27,108 98 Unconnected roofs, HSG B 56,411 98 Paved parking, HSG B 18,645 61 >75% Grass cover, Good, HSG B 102,164 91 Weighted Average 18,645 18.25% Pervious Area 83,519 81.75% Impervious Area 27,108 32.46% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S1: Central Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ■ Runoff Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 50 Summary for Subcatchment S2: Southeast Runoff = 4.09 cfs @ 12.15 hrs, Volume= 0.202 af, Depth> 4.30" Routed to Pond P2 : East Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=6.63" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 12,925 98 Paved parking, HSG B 11,596 61 >75% Grass cover, Good, HSG B 24,521 81 Weighted Average 11,596 47.29% Pervious Area 12,925 52.71% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S2: Southeast Hydrograph ❑ Runoff N 3 a LL 2 1 MSE 24 -hr 3 100 -Year Rainfall=6.63" Runoff Area=24,521 sf Runoff Volume=0.202 of Runoff Depth>4.30" Tc=8.0 m i n CN=81 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 51 Summary for Subcatchment S3: Northeast Runoff = 6.84 cfs @ 12.15 hrs, Volume= 0.333 af, Depth> 3.98" Routed to Pond P3 : North City Sewer Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=6.63" Area (sf) CN Description 0 98 Unconnected roofs, HSG B 20,382 98 Paved parking, HSG B 23,401 61 >75% Grass cover, Good, HSG B 43,783 78 Weighted Average 23,401 53.45% Pervious Area 20,382 46.55% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, 7 6 5 N 4 3 0 LL 3 2 1 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Subcatchment S3: Northeast Hydrograph ■ Runoff Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 52 Summary for Subcatchment S4: Southwest Runoff = 12.39 cfs @ 12.15 hrs, Volume= 0.624 af, Depth> 4.73" Routed to Pond P4 : West Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=6.63" Area (sf) CN Description 17,281 98 Unconnected roofs, HSG B 27,291 98 Paved parking, HSG B 24,451 61 >75% Grass cover, Good, HSG B 69,023 85 Weighted Average 24,451 35.42% Pervious Area 44,572 64.58% Impervious Area 17,281 38.77% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, N V 3 0 LL Subcatchment S4: Southwest Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Runoff Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 53 Summary for Subcatchment S5: North Runoff = 3.23 cfs @ 12.15 hrs, Volume= 0.156 af, Depth> 3.77" Routed to Pond P5 : North Infil Basin Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24 -hr 3 100 -Year Rainfall=6.63" Area (sf) CN Description 8,726 98 Unconnected roofs, HSG B 0 98 Paved parking, HSG B 12,940 61 >75% Grass cover, Good, HSG B 21,666 76 Weighted Average 12,940 59.72% Pervious Area 8,726 40.28% Impervious Area 8,726 100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 8.0 Direct Entry, Subcatchment S5: North Hydrograph ❑ Runoff MSE 24 -hr 3 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 54 Summary for Pond P1: Central Infil Basin Inflow Area = 2.345 ac, 81.75% Impervious, Inflow Depth > 5.40" for 100 -Year event Inflow = 19.99 cfs @ 12.15 hrs, Volume= 1.055 of Outflow = 16.38 cfs @ 12.21 hrs, Volume= 0.878 af, Atten= 18%, Lag= 3.6 min Discarded = 0.15 cfs @ 12.21 hrs, Volume= 0.095 of Primary = 6.99 cfs @ 12.21 hrs, Volume= 0.647 of Routed to Pond P2 : East Infil Basin Secondary = 9.25 cfs @ 12.21 hrs, Volume= 0.135 of Routed to Pond P2 : East Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 958.37' @ 12.21 hrs Surf.Area= 8,022 sf Storage= 13,468 cf Plug -Flow detention time= 70.5 min calculated for 0.878 of (83% of inflow) Center -of -Mass det. time= 29.9 min ( 782.9 - 752.9 ) Volume Invert Avail.Storage Storage Description #1 955.00' 14,547 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 955.00 551 0 0 956.00 2,499 1,525 1,525 957.00 4,582 3,541 5,066 958.00 6,765 5,674 10,739 958.50 8,468 3,808 14,547 Device Routing Invert Outlet Devices #1 Primary 954.50' 12.0" Round Culvert L= 64.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 954.50'/ 954.25' S=0.0039'/' Cc= 0.900 n=0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 957.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 958.00' 15.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 955.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.15 cfs @ 12.21 hrs HW=958.36' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.15 cfs) Primary OutFlow Max=6.98 cfs @ 12.21 hrs HW=958.36' (Free Discharge) t-1=Culvert (Barrel Controls 6.98 cfs @ 8.88 fps) t-2=Orifice/Grate (Passes 6.98 cfs of 32.82 cfs potential flow) Secondary OutFlow Max=8.93 cfs @ 12.21 hrs HW=958.36' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF (Weir Controls 8.93 cfs @ 1.50 fps) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 55 N V Pond P1: Central Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 56 Summary for Pond P2: East Infil Basin Inflow Area = 2.908 ac, 76.13% Impervious, Inflow Depth > 4.06" for 100 -Year event Inflow = 19.59 cfs @ 12.20 hrs, Volume= 0.984 of Outflow = 18.40 cfs @ 12.23 hrs, Volume= 0.939 af, Atten= 6%, Lag= 2.2 min Discarded = 0.07 cfs @ 12.23 hrs, Volume= 0.036 of Primary = 9.09 cfs @ 12.23 hrs, Volume= 0.762 of Routed to Pond P3 : North City Sewer 954.00 Secondary = 9.24 cfs @ 12.23 hrs, Volume= 0.141 of Routed to Pond P3 : North City Sewer 1,674 Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 956.26' @ 12.23 hrs Surf.Area= 3,618 sf Storage= 4,253 cf Plug -Flow detention time= 21.5 min calculated for 0.939 of (95% of inflow) Center -of -Mass det. time= 6.2 min ( 778.8 - 772.6 ) Volume Invert Avail.Storage Storage Description #1 954.00' 5,173 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 954.00 187 0 0 955.00 1,674 931 931 956.00 3,207 2,441 3,371 956.50 4,002 1,802 5,173 Device Routing Invert Outlet Devices #1 Primary 951.50' 12.0" Round Culvert L= 165.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 951.50'/ 945.25' S= 0.0379 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 954.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.07 cfs @ 12.23 hrs HW=956.25' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max=9.09 cfs @ 12.23 hrs HW=956.25' (Free Discharge) L1=Culvert (Barrel Controls 9.09 cfs @ 11.57 fps) L2=Orifice/Grate (Passes 9.09 cfs of 26.54 cfs potential flow) Secondary OutFlow Max=8.87 cfs @ 12.23 hrs HW=956.25' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF (Weir Controls 8.87 cfs @ 1.68 fps) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 57 Pond P2: East Infil Basin Hydrograph 21 2C 1£ 1E 17 1E 1E 14 w 1 v 1c 3 11 0 1C LL C 1 ..... ❑ Inflow Outflow low Area=2.908 ac ❑ Discarded -- ❑ Primary Peak Elev=956.26 ❑ Secondary Storage=4,253 cf 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 58 Summary for Pond P3: North City Sewer Inflow Area = 3.913 ac, 68.53% Impervious, Inflow Depth > 3.79" for 100 -Year event Inflow = 23.43 cfs @ 12.21 hrs, Volume= 1.236 of Primary = 23.43 cfs @ 12.21 hrs, Volume= 1.236 af, Atten= 0%, Lag= 0.0 min Routed to Pond P6 : City Sewer to Regional Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 26 24 22 20 18 16 N 14 0 12 ❑ 10 8 6 4 2 0 5 Pond P3: North City Sewer Hydrograph 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 59 Summary for Pond P4: West Infil Basin Inflow Area = 1.585 ac, 64.58% Impervious, Inflow Depth > 4.73" for 100 -Year event Inflow = 12.39 cfs @ 12.15 hrs, Volume= 0.624 of Outflow = 11.08 cfs @ 12.19 hrs, Volume= 0.462 af, Atten= 11 %, Lag= 2.5 min Discarded = 0.10 cfs @ 12.19 hrs, Volume= 0.071 of Primary = 10.15 cfs @ 12.19 hrs, Volume= 0.384 of Routed to Pond P6 : City Sewer to Regional Basin Secondary = 0.84 cfs @ 12.19 hrs, Volume= 0.007 of Routed to Pond P5 : North Infil Basin Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 955.90' @ 12.19 hrs Surf.Area= 5,391 sf Storage= 9,057 cf Plug -Flow detention time= 80.7 min calculated for 0.462 of (74% of inflow) Center -of -Mass det. time= 31.3 min ( 796.6 - 765.3 ) Volume Invert Avail.Storage Storage Description #1 953.00' 14,550 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 953.00 982 0 0 954.00 2,403 1,693 1,693 955.00 3,927 3,165 4,858 956.00 5,551 4,739 9,597 956.80 6,833 4,954 14,550 Device Routing Invert Outlet Devices #1 Primary 945.50' 12.0" Round Culvert L= 151.0' RCP, rounded edge headwall, Ke= 0.100 Inlet/ Outlet Invert= 945.50'/ 942.50' S=0.0199'/' Cc= 0.900 n=0.011 Concrete pipe, straight & clean, Flow Area= 0.79 sf #2 Device 1 955.50' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 955.80' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 953.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.10 cfs @ 12.19 hrs HW=955.90' (Free Discharge) t-4=Exfiltration (Exfiltration Controls 0.10 cfs) Primary OutFlow Max=10.26 cfs @ 12.19 hrs HW=955.90' (Free Discharge) t-1=Culvert (Passes 10.26 cfs of 10.47 cfs potential flow) t-2=Orifice/Grate (Weir Controls 10.26 cfs @ 2.06 fps) Secondary OutFlow Max=0.78 cfs @ 12.19 hrs HW=955.90' (Free Discharge) t-3=Broad-Crested Rectangular Weir EOF (Weir Controls 0.78 cfs @ 0.77 fps) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 60 N V Pond P4: West Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 61 Summary for Pond P5: North Infil Basin Inflow Area = 0.497 ac, 40.28% Impervious, Inflow Depth > 3.94" for 100 -Year event Inflow = 3.83 cfs @ 12.17 hrs, Volume= 0.163 of Outflow = 3.78 cfs @ 12.19 hrs, Volume= 0.147 af, Atten= 1%, Lag= 1.1 min Discarded = 0.02 cfs @ 12.19 hrs, Volume= 0.017 of Primary = 3.75 cfs @ 12.19 hrs, Volume= 0.130 of Routed to Pond P6 : City Sewer to Regional Basin 945.00 Secondary = 0.00 cfs @ 5.00 hrs, Volume= 0.000 of Routed to Pond P6 : City Sewer to Regional Basin 1,145 Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 946.20' @ 12.19 hrs Surf.Area= 1,344 sf Storage= 978 cf Plug -Flow detention time= 43.1 min calculated for 0.147 of (90% of inflow) Center -of -Mass det. time= 12.0 min ( 789.0 - 777.0 ) Volume Invert Avail.Storage Storage Description #1 945.00' 4,254 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 945.00 307 0 0 946.00 1,145 726 726 947.00 2,124 1,635 2,361 947.75 2,924 1,893 4,254 Device Routing Invert Outlet Devices #1 Primary 942.50' 15.0" Round Culvert L= 81.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 942.50'/ 941.75' S= 0.0093 T Cc= 0.900 n= 0.011 Concrete pipe, straight & clean, Flow Area= 1.23 sf #2 Device 1 946.00' 48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Secondary 946.50' 10.0' long + 4.0 '/' SideZ x 10.0' breadth Broad -Crested Rectangular Weir EOF Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64 #4 Discarded 945.00' 0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 12.19 hrs HW=946.20' (Free Discharge) L4=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=3.61 cfs @ 12.19 hrs HW=946.20' (Free Discharge) L1=Culvert (Passes 3.61 cfs of 11.25 cfs potential flow) L2=Orifice/Grate (Weir Controls 3.61 cfs @ 1.45 fps) Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=945.00' (Free Discharge) 't3=Broad-Crested Rectangular Weir EOF ( Controls 0.00 cfs) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 @2022 HydroCAD Software Solutions LLC Page 62 Pond P5: North Infil Basin Hydrograph Time (hours) Proposed Stormwater MSE 24 -hr 3 100 -Year Rainfall=6.63" Prepared by Bogart Pederson & Associates Printed 9/15/2023 HydroCAD® 10.20-2q s/n 02380 © 2022 HydroCAD Software Solutions LLC Page 63 Summary for Pond P6: City Sewer to Regional Basin Inflow Area = 5.995 ac, 65.14% Impervious, Inflow Depth > 3.50" for 100 -Year event Inflow = 37.10 cfs @ 12.20 hrs, Volume= 1.751 of Primary = 37.10 cfs @ 12.20 hrs, Volume= 1.751 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs N U 3 0 LL Pond P6: City Sewer to Regional Basin Hydrograph 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) ❑ Inflow ❑ Primary USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for n RCS States Department of and other Wright County, Federal a encies, State Federal agencies, Natural agencies including the Resources Agricultural Experiment Minnesota Conservation Stations, and local Service participants TI ria. {,~ ��}1 ♦'. k'# 4 16 AO r y� C. '� '� ' ` i? y ¢. :Xc ..,-' •;. tip;: SOL Irq r.'rOY� �* � � _ #fie _. 4.i 464 ; �. August 14, 2023 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface.................................................................................................................... 2 How Soil Surveys Are Made..................................................................................5 SoilMap.................................................................................................................. 8 SoilMap................................................................................................................9 Legend................................................................................................................10 MapUnit Legend................................................................................................ 11 MapUnit Descriptions.........................................................................................11 Wright County, Minnesota...............................................................................13 260—Duelm loamy sand, 0 to 2 percent slopes..........................................13 406—Dorset sandy loam, 0 to 2 percent slopes ......................................... 14 1030—Pits, gravel-Udipsamments complex ............................................... 16 1377B—Dorset-Two Inlets complex, 2 to 6 percent slopes ......................... 17 1377E—Dorset-Two Inlets complex, 20 to 35 percent slopes.....................18 D67A—Hubbard loamy sand, 0 to 2 percent slopes ................................... 20 References............................................................................................................ 23 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 0 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 0 Custom Soil Resource Report Soil Map rn 436310 436380 436450 436520 436590 436660 436730 436800 45° 18'12"N �Q { � s f 45° 175T' N # 436310 436380 436450 436520 436590 436660 436730 436800 3 Map Scale: 1:3,340 W printed on A landscape (11" x 8.5") sheet. Meters N 0 45 9D 180 270 Feet 0 150 300 600 900 Map projection: Web Mentor Comer coordinates: WGS84 Edge tics: UTM Zone 15N WGS84 9 rn 436870 436940 437010 45° 18' 1Z'N w L�.l°JUQ UP, A.0. o� LL� 45° 17ST' N 436870 436940 437010 3 m MAP LEGEND Area of Interest (AOI) 0 Area of Interest (AOI) Soils 0 Soil Map Unit Polygons im 0 Soil Map Unit Lines ■ Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit .4 Gravelly Spot 0 Landfill Lava Flow Marsh or swamp + Mine or Quarry Water Features Miscellaneous Water scale. Perennial Water Streams and Canals Rock Outcrop Saline Spot Transportation Sandy Spot �}} Severely Eroded Spot measurements. Sinkhole Interstate Highways Slide or Slip oa Sodic Spot Custom Soil Resource Report MAP INFORMATION A Spoil Area The soil surveys that comprise your AOI were mapped at 1:12,000. Stony Spot Very Stony Spot Warning: Soil Map may not be valid at this scale. Wet Spot Enlargement of maps beyond the scale of mapping can cause Other misunderstanding of the detail of mapping and accuracy of soil .- Special Line Features line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed Water Features scale. - Streams and Canals Transportation Please rely on the bar scale on each map sheet for map �}} Rails measurements. Interstate Highways Source of Map: Natural Resources Conservation Service US Routes Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Major Roads Local Roads Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts Background distance and area. A projection that preserves area, such as the Aerial Photography Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. 10 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Wright County, Minnesota Survey Area Data: Version 16, Sep 6, 2022 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 29, 2020—Sep 5, 2020 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report Map Unit Legend Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it 11 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 260 406 Duelm loamy sand, 0 to 2 percent slopes 9.8 32.1 16.7% Dorset sandy loam, 0 to 2 percent slopes 54.5% 1030 Pits, gravel-Udipsamments complex 0.9 1.5% 13776 Dorset -Two Inlets complex, 2 to 6 percent slopes 5.0 8.4% 1377E Dorset -Two Inlets complex, 20 to 35 percent slopes 4.8 8.2% D67A Hubbard loamy sand, 0 to 2 percent slopes Totals for Area of Interest 6.3 10.7% 58.9 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it 11 Custom Soil Resource Report was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Wright County, Minnesota 260—Duelm loamy sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2w0lx Elevation: 660 to 1,710 feet Mean annual precipitation: 25 to 33 inches Mean annual air temperature: 37 to 48 degrees F Frost -free period: 120 to 170 days Farmland classification: Not prime farmland Map Unit Composition Duelm and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Duelm Setting Landform: Flats Landform position (three-dimensional): Talf Down-slope shape: Linear Across -slope shape: Linear Parent material: Sandy outwash Typical profile Ap - 0 to 10 inches: loamy sand A - 10 to 16 inches: loamy sand Bw - 16 to 26 inches: sand C - 26 to 79 inches: coarse sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table: About 30 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 3.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A Ecological site: R057XY013MN - Loamy Overflow Forage suitability group: Sloping Upland, Low AWC, Acid (G091AN008MN) Other vegetative classification: Sloping Upland, Low AWC, Acid (G091AN008MN) Hydric soil rating: No 13 Custom Soil Resource Report Minor Components Glendorado Percent of map unit: 10 percent Landform: Flats Landform position (three-dimensional): Talf Down-slope shape: Linear Across -slope shape: Linear Other vegetative classification: Level Swale, Low AWC, Acid (G091AN007MN) Hydric soil rating: No Isan Percent of map unit: 5 percent Landform: Swales Down-slope shape: Concave Across -slope shape: Linear Other vegetative classification: Level Swale, Low AWC, Acid (G091AN007MN) Hydric soil rating: Yes Hubbard Percent of map unit: 3 percent Landform: Hillslopes Landform position (three-dimensional): Side slope Down-slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy (G091AN022MN) Hydric soil rating: No Isan, frequently ponded Percent of map unit: 2 percent Landform: Depressions Down-slope shape: Concave Across -slope shape: Concave Other vegetative classification: Not Suited (G091AN024MN) Hydric soil rating: Yes 406—Dorset sandy loam, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2wOm2 Elevation: 660 to 1,710 feet Mean annual precipitation: 25 to 33 inches Mean annual air temperature: 37 to 48 degrees F Frost -free period: 120 to 170 days Farmland classification: Farmland of statewide importance Map Unit Composition Dorset and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. 14 Custom Soil Resource Report Description of Dorset Setting Landform: Flats Landform position (three-dimensional): Talf Down-slope shape: Linear Across -slope shape: Linear Parent material: Loamy glaciofluvial deposits over sandy and gravelly outwash Typical profile Ap - 0 to 11 inches: sandy loam Bt - 11 to 20 inches: sandy loam 2Bk - 20 to 38 inches: gravelly coarse sand 2C - 38 to 79 inches: gravelly coarse sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 5.0 inches) Interpretive groups Land capability classification (irrigated): 3s Land capability classification (nonirrigated): 3s Hydrologic Soil Group: B Ecological site: R057XY011 MN -Sandy Prairie Forage suitability group: Sloping Upland, Neutral (G091AN002MN) Other vegetative classification: Sloping Upland, Neutral (G091AN002MN) Hydric soil rating: No Minor Components Corliss Percent of map unit: 10 percent Landform: Flats Landform position (three-dimensional): Rise Down-slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy (G091AN022MN) Hydric soil rating: No Oylen Percent of map unit: 5 percent Landform: Flats Landform position (three-dimensional): Talf Down-slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sloping Upland, Neutral (G091AN002MN) Hydric soil rating: No 15 Custom Soil Resource Report Forada Percent of map unit: 3 percent Landform: Swales Down-slope shape: Concave Across -slope shape: Linear Other vegetative classification: Level Swale, Low AWC, Neutral (G091AN003MN) Hydric soil rating: Yes Forada, occasionally ponded Percent of map unit: 2 percent Landform: Depressions Down-slope shape: Concave Across -slope shape: Concave Other vegetative classification: Level Swale, Low AWC, Neutral (G091AN003MN) Hydric soil rating: Yes 1030—Pits, gravel-Udipsamments complex Map Unit Setting National map unit symbol: gln9 Elevation: 850 to 1,160 feet Mean annual precipitation: 23 to 35 inches Mean annual air temperature: 43 to 50 degrees F Frost -free period: 155 to 200 days Farmland classification: Not prime farmland Map Unit Composition Pits, gravel: 80 percent Udipsamments and similar soils: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pits, Gravel Setting Landform: Stream terraces, outwash plains, moraines Parent material: Sandy and gravelly outwash Description of Udipsamments Setting Landform: Stream terraces, outwash plains, moraines Parent material: Outwash Properties and qualities Slope: 0 to 25 percent Depth to restrictive feature: More than 80 inches Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None 16 Custom Soil Resource Report 13778—Dorset-Two Inlets complex, 2 to 6 percent slopes Map Unit Setting National map unit symbol: glqv Elevation: 850 to 1,150 feet Mean annual precipitation: 23 to 35 inches Mean annual air temperature: 43 to 50 degrees F Frost -free period: 155 to 200 days Farmland classification: Farmland of statewide importance Map Unit Composition Dorset and similar soils: 70 percent Two inlets and similar soils: 20 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Dorset Setting Landform: Hills on outwash plains, hills on stream terraces Landform position (two-dimensional): Backslope Down-slope shape: Concave Across -slope shape: Concave Parent material: Outwash Typical profile Ap,A - 0 to 11 inches: sandy loam Bt - 11 to 19 inches: sandy loam 2BC - 19 to 32 inches: gravelly loamy sand 2C - 32 to 80 inches: gravelly coarse sand Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): High (2.00 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 30 percent Available water supply, 0 to 60 inches: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Ecological site: R057XY011 MN -Sandy Prairie Forage suitability group: Sandy (G091XN022MN) Other vegetative classification: Sandy (G091XN022MN) 17 Custom Soil Resource Report Hydric soil rating: No Description of Two Inlets Setting Landform: Hills on outwash plains, hills on stream terraces Landform position (two-dimensional): Shoulder Down-slope shape: Convex Across -slope shape: Convex Parent material: Outwash Typical profile Ap - 0 to 9 inches: loamy sand Bt - 9 to 19 inches: gravelly loamy sand C - 19 to 80 inches: gravelly sand Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 30 percent Available water supply, 0 to 60 inches: Low (about 3.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A Ecological site: F057XY018MN - Steep Sandy Upland Forest Forage suitability group: Sandy (G091XN022MN) Other vegetative classification: Sandy (G091XN022MN) Hydric soil rating: No Minor Components Verndale, acid substratum Percent of map unit: 5 percent Hydric soil rating: No Southhaven Percent of map unit: 5 percent Hydric soil rating: No 1377E—Dorset-Two Inlets complex, 20 to 35 percent slopes Map Unit Setting National map unit symbol: glqr 18 Custom Soil Resource Report Elevation: 850 to 1,120 feet Mean annual precipitation: 23 to 35 inches Mean annual air temperature: 43 to 50 degrees F Frost -free period: 155 to 200 days Farmland classification: Not prime farmland Map Unit Composition Dorset and similar soils: 50 percent Two inlets and similar soils: 40 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Dorset Setting Landform: Hills on outwash plains, hills on stream terraces Landform position (two-dimensional): Backslope Down-slope shape: Concave Across -slope shape: Concave Parent material: Outwash Typical profile A - 0 to 9 inches: sandy loam Bt - 9 to 14 inches: coarse sandy loam 2BC - 14 to 27 inches: loamy sand 2C - 27 to 80 inches: gravelly sand Properties and qualities Slope: 20 to 35 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): High (2.00 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 30 percent Available water supply, 0 to 60 inches: Low (about 4.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e Hydrologic Soil Group: A Ecological site: R057XY011 MN -Sandy Prairie Forage suitability group: Not Suited (G091XN024MN) Other vegetative classification: Not Suited (G091XN024MN) Hydric soil rating: No Description of Two Inlets Setting Landform: Hills on outwash plains, hills on stream terraces Landform position (two-dimensional): Shoulder Down-slope shape: Convex Across -slope shape: Convex Parent material: Outwash 19 Custom Soil Resource Report Typical profile A - 0 to 8 inches: loamy sand BE,Bt - 8 to 20 inches: loamy sand BC,C - 20 to 80 inches: gravelly sand Properties and qualities Slope: 20 to 35 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 30 percent Available water supply, 0 to 60 inches: Low (about 3.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A Ecological site: F057XY018MN - Steep Sandy Upland Forest Forage suitability group: Not Suited (G091XN024MN) Other vegetative classification: Not Suited (G091XN024MN) Hydric soil rating: No Minor Components Southhaven Percent of map unit: 5 percent Hydric soil rating: No Verndale, acid substratum Percent of map unit: 5 percent Hydric soil rating: No D67A—Hubbard loamy sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2wOmk Elevation: 660 to 1,710 feet Mean annual precipitation: 25 to 33 inches Mean annual air temperature: 37 to 48 degrees F Frost -free period: 120 to 170 days Farmland classification: Not prime farmland Map Unit Composition Hubbard and similar soils: 90 percent Minor components: 10 percent 20 Custom Soil Resource Report Estimates are based on observations, descriptions, and transects of the mapunit. Description of Hubbard Setting Landform: Flats, stream terraces Landform position (three-dimensional): Tread, talf Down-slope shape: Linear Across -slope shape: Linear Parent material: Sandy outwash Typical profile Ap - 0 to 8 inches: loamy sand AB - 8 to 20 inches: loamy sand Bw - 20 to 32 inches: loamy sand C - 32 to 79 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 59.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 3.9 inches) Interpretive groups Land capability classification (irrigated): 4s Land capability classification (nonirrigated): 4s Hydrologic Soil Group: A Ecological site: R057XY012MN - Sandy Prairie Forage suitability group: Sandy (G091AN022MN) Other vegetative classification: Sandy (G091AN022MN) Hydric soil rating: No Minor Components Duelm Percent of map unit: 5 percent Landform: Flats, stream terraces Landform position (three-dimensional): Tread, talf Down-slope shape: Concave Across -slope shape: Linear Other vegetative classification: Sloping Upland, Low AWC, Acid (G091AN008MN) Hydric soil rating: No Mosford Percent of map unit: 2 percent Landform: Flats, stream terraces Landform position (three-dimensional): Tread, talf Down-slope shape: Concave Across -slope shape: Linear Other vegetative classification: Sandy (G091AN022MN) 21 Custom Soil Resource Report Hydric soil rating: No Glendorado Percent of map unit: 2 percent Landform: Flats, stream terraces Landform position (three-dimensional): Tread, talf Down-slope shape: Concave Across -slope shape: Linear Other vegetative classification: Level Swale, Low AWC, Acid (G091AN007MN) Hydric soil rating: No Isan Percent of map unit: 1 percent Landform: Swales, stream terraces Landform position (three-dimensional): Tread, dip Down-slope shape: Linear Across -slope shape: Concave Other vegetative classification: Level Swale, Low AWC, Acid (G091AN007MN) Hydric soil rating: Yes 22 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres 142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 23 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=nres142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290.pdf 24 Monticello Residential Suites Stormwater Treatment Facilities Operation and Maintenance Plan Monticello, MN September 2023 Bogart, Pederson & Associates, 'Inc. CIVIL ENGINEERING �dGtit3itR��d��- • ,So�iLrC�ctQ LAND SURVEYING ENVIRONMENTAL SERVICES hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Signed: Christopher J. Dahn Date: 09/19/2023 License Number: 58628 Table of Contents I. Introduction....................................................................................................................1 II. Designation of Responsible Individuals.........................................................................1 III. Facilities to be Maintained.............................................................................................1 IV. Maintenance Activities...................................................................................................2 Figures • Figure 1: Site -wide Stormwater BMPs Attachments • Operation & Maintenance Checklist • Stormwater Management Plan • Erosion Control Plan Monticello Suites Stormwater Operation & Maintenance Plan Introduction I.A. Site Description The existing site is on the couth corner of Elm Street and 7t" Street West, Monticello, MN. The area being developed is 6 acres. A 150 -unit apartment is proposed with interior and exterior parking. The site will be accessed through two entrances on the roads. The site slopes to the north. Four Infiltration basins are proposed to provide treatment volume for the site. Stormwater from large storms is directed to a regional pond to the north. Soils are coarse sand (Hydrologic Soil Group "A") II. Designation of Responsible Individuals Four infiltration basin facilities are located at the west, north, central, and east portion of the site. These, along with other the stormwater BMPS on site, will all be maintained by the owner. Maintenance shall be conducted by licensed professionals. II.A. Designated Contacts for Operation and Maintenance [Name, Title or Position] [Address] [Telephone] [Email] II.B. Off -Hours or Emergency Contact(s) This is expected to be the contractor(s) selected by the owners of the individual lots. III. Facilities to be Maintained III.A.Facility Descriptions ■ Infiltration Basins o The civil plans will include specific information for each infiltration basin. See the attached Stormwater Control Plan Exhibit. General information includes: ■ Basins will infiltrate within 48 hours. ■ Slopes are 4:1. ■ Pond outflow is controlled by a skimmer structure. ■ Infiltration basin seed mix 22-261 shall be placed over uncompacted native soil. o Central Infiltration Basin ■ The central infiltration basin takes water from a portion of the apartment and garage and majority of the parking lot. Large storms will outflow through a skimmer directed into the east infiltration basin. o East Infiltration Basin ■ The east infiltration basin receives water from the southeast portion of the site and central basin overflow. Large storms will outflow through a skimmer Monticello Suites 1 of 4 Stormwater Operation & Maintenance Plan directed into the city storm sewer. o West Infiltration Basin ■ The west infiltration basin takes water from the west portion of the parking and south of the garage. It is the largest basin on site. Large storms will outflow through a skimmer directed into the north infiltration basin. o North Infiltration Basin ■ The east infiltration basin receives water from the north portion of the site and west basin overflow. Large storms will outflow through a skimmer directed into the city storm sewer. • Rain Guardian Turrets o There are five rain guardian turrets that act as pretreatment from the parking lot sheet flow into the infiltration basins. Sediment and debris are trapped and will need to be cleaned out. Storm Sewer o Storm sewer directs water to the west infiltration basin and out of the site to the city storm sewer. ■ Size ranges from 12" to 15" RCP. o Storm sewer sumps will trap sediment. There are two present on site. ■ North sump directed to the city sewer. ■ West sump directed to the west infiltration basin. 111.6. Facility Construction Details [To be added following construction] [Attach As -Built Drawings to Final O&M Plan] IV. Maintenance Activities IV.A. General Maintenance Rules At no time will synthetic pesticides or fertilizers be applied, nor will any soil amendments, other than aged compost mulch or sand/compost mix, be introduced. The top of soil surface will be maintained at or near the design elevation throughout. Irrigation systems will be maintained to conserve water while maintaining plant health. Although it is unlikely to be needed, if plants are not thriving compost tea may be applied at a recommended rate of 5 gallons mixed with 15 gallons of water per acre, up to once per year between March and June. Compost tea will not be applied when temperatures are below 50°F or above 90°F or when rain is forecast within the next 48 hours. The following may be applied for pest control if needed: • Beneficial nematodes • Safer® products • Neem oil IV.B. Maintenance Schedule The infiltration basin facilities will be maintained on the following schedule at a minimum. Monticello Suites 2 of 4 Stormwater Operation & Maintenance Plan IV.B.1. Routine Activities The facilities will be examined daily for visible trash during regular policing of the site, and trash will be removed. Any graffiti, vandalism, or other damage will be noted and addressed within 48 hours. The planted areas will be weeded by hand approximately monthly. At this time plants will be inspected for health and the irrigation system will be turned on manually and checked for any leaks or broken lines, misdirected spray patterns etc. Any dead plants will be replaced. IV.13.2. Following Significant Rain Events A significant rain event will be considered to be one that produces approximately a half- inch or more rainfall in a 24-hour period. Within 24 hours after each such event, the following will be conducted: The surface of the facility will be observed to confirm there is no ponding. If ponding occurs, the cause (potential causes include matting of vegetation or mulch on the surface, accumulation of fine sediment, or failure of the soil mix) will be investigated and remediated. • Inlets will be inspected, and any accumulations of trash or debris will be removed. • Storm sewer structures and sumps will be inspected, and any accumulations of trash or debris will be removed. • The surface of the mulch layer will be inspected for movement of material. Mulch will be replaced and raked smooth if needed. • Rain Guardian Turrets will have sediment and debris removed from the chamber with a shovel. The drop-in filter may be cleaned with a broom or hose. • Erosion control plan, storm water pollution prevention plan, and NPDES inspection requirements shall be followed. IV.B.3. Prior to the Start of the Rainy Season In September or each year, facility inlets and outlets will be inspected to confirm there is no accumulation of debris that would block flow. If not previously addressed during monthly maintenance, any growth and spread of plantings that blocks inlets or the movement of runoff across the surface of the facility will be cut back or removed. IV.B.4. Annually During Winter Once, in December — February of each year, vegetation will be cut back as needed, debris removed, and plants and mulch replaced as needed. The concrete work will be inspected for damage. The elevation of the top of soil and mulch layer will be confirmed to be consistent with the design elevation and with the design 6 -inch reservoir depth. Monticello Suites 3 of 4 Stormwater Operation & Maintenance Plan ,AA / Figure 1: Sitewide Stormwater BMPs Key: 1-4: Infiltration Basins 5: Rain Guardian Turret 6: Storm manhole with sump 7: Storm sewer Monticello Suites 4 of 4 Stormwater Operation & Maintenance Plan Project: Monticello Suites Location: Elm Street & 7th St W. Monticello MN Site Status: Date: Time: Inspector: Construction Sequence 1. Pre -Construction Pre -construction meeting Runoff diverted Soil permeability verified Groundwater / bedrock verified Project benchmark established Facility location staked out Temporary erosion and sediment control establ 2. Excavation Size and location per plans Side slopes stable Depth adjusted to soil layer with specified soil t) permeability Sub -soil not adjacent to excavation area and st; with vegetation and/ or silt fence Stockpile location not adjacent to excavation ar stabilized with vegetation and/ or silt fence 3. Filter Fabric Placement Fabric per specifications Fabric per specifications Placed per plan location 4. Aggregate Material Size as specified Clean /washed material Placed properly 5. Storm Sewer Pipe size per plans Under -drain installed per plans Inlet installed per plans Pre-treatment devices installed per plans 6. Vegetation Complies with planting specifications Topsoil complies with composition and placeme specifications Permanent erosion control measures in place 7. Final Inspection Dimensions per plans Check dams operational Inlet / outlet operational Effective stand of vegetation and stabilization Contributing watershed stabilized before flow is to the facility Comments: Actions to be taken: \ WEST INFIL. BASIN - 1 00 -YEAR HWL: 955.90 TREATMENT VOL.=5,329 C.F./ i FES l8" CMP Elev.• 959.0/ \ // )e'K / \- 10,895 SQ. FT. (PER.) \ 9S \ \ 9\ 96 \ o` 6k_� Mllw T / K / REGIONAL POND =943.33 \ / -K FES 36 " CMP \ Elev.• 932.55 \ \ Rim=942.27 Inv. -9J3.12 s Rim 942.66 NORTH INFIL. BASIN / \ \\ Rim=943.17 100 -YEAR HWL: 946.20 ° \ Inv.=932.86 TREATMENT VOL.=726 C.F. 946'-\ \ \\ ` � W /n v.94934.20 / E Inv.=934.20 947 \ �\S Inv.=939.47 // S5 EOF=946.50 \ \ \ // a p P5 8 C.Y. OF CLASS 2 RIP -RAP \ 0'0`• \ 8" PVC SDR 35 Soni. g gq g46 9""3,5 10'X 140' STANDARD FLEXAMAT OR EQUAL / v g4>' g46 S \ iA• • '� i ( ) 12,940 SQ. FT. (PER.)• // ° / � •�, �� \ � � Rough location of trail ISI / • ° • �a�/ FFF\ 000 96 '� 293 SQ. FT. (IMP.) \ _�S � Rim=948.16 s 46 _ / Inv. -933.79 v \ �' 8,726 SQ. FT. (IMP.) 94;1 P3 Rim�44Nv PR(-,POSED APARTME"IT 949 \ \ EOF=949.00 01 (150 UNITS TOTAL) 13,963 SQ. FT. (PER.) _ \ / br `• EOF -955.80 20,208 SQ. FT. (IMP.) GgRgG�FF 96'yTMFNT Seg 952 << -- ■ / g0 Fcgs 00 \ 422 SQ . ER.) — i / 0 _ / FF 00 sss � F-967 S3 / `6 C.Y. OF CLP.,3S 2 RIP -RAP 00 ! 954 10,932 SQ. FT. (IMP.) 1,091 SQ. FT. (PER.) p - 9,157 SQ. FT. (IMP.) SBL — \ SBL � / sss \ BL / 960 6 \ 6,631 SQ. FT. (PER.) 2 C.Y. OF CLASS' 2 //Vo 0 /0'�6,900 SQ. FT. (IMP.) 46 FTg44& T cTa Rk/NG P� �T_ �q 6,900 SQ. FT. (IMP.) �1 252 SQ. FT. (PER.) 863 SQ. FT. (PER.) (41'_ 898 SQ. FT. (PER.) !i i E -a 431 SQ. FT. (PER.) ' ��� 12,925 SQ. FT. (IMP.) 1,091 SQ. FFT/�. (PER.) 240 SQ. FT. (PER.) 9,579 SQ. FT. (PER.) 4 / I / / 255 SQ. FT. (PER.) / c�h� SBC \ MOM 951 952 g54 / 955 / _-6 C.Y. OF CLASS 2 RIP -RAP y • ss / / —EOF=955.80 - ! / P2 / 2 C.Y. OF CLASS 2 RIP -RAP ! EAST INFIL. BASIN / 100 -YEAR HWL: 956.26 / / TREATMENT VOL.=1,952 C.F. / / /2 C.Y. OF CLASS 2 RIP -RAP / / C.Y. OF CLASS 2 RIP -RAP LEGEND: E.O.F. PROPOSED RIP RAP EMERGENCY OVERFLOW AREA TYPE BOUNDARY SUBCATCHMENT BOUNDARY DRAINAGE NOTES: 0 40' SCALE: 1" = 40' GENERAL DESCRIPTION: THE MONTICELLO SUITES CONSISTS OF THE CONSTRUCTION OF A 4 -LEVEL APARTMENT WITH OUTDOOR AND INTERIOR PARKING. THE SITE IS 6.0 ACRES. THERE IS 117,009 S.F. OF PROPOSED PAVEMENT AND THE 2 BUILDINGS MAKE UP AN AREA AROUND 53,115 S.F. THE SITE ENTRANCES ARE LOCATED ON 7TH STREET WEST AND ELM STREET. SOILS AND INFILTRATION ACCORDING TO THE WEB SOIL SURVEY, THE EXISTING SOIL CONDITIONS ON THE SITE IS A 20 INCH LAYER OF SANDY LOAM WITH GRAVELLY COARSE SAND. WITH EXCAVATING THE TOP LAYER OF SOIL, THE BASINS WILL INFILTRATE INTO THE COARSE SAND (HSG) A WITH AN ASSUMED INFILTRATION RATE OF 0.8 INCHES PER HOUR. A DOUBLE -RING INFILTROMETER TEST IS REQUIRED TO BE CONDUCTED BY A LICENSED SOIL SCIENTIST OR ENGINEER TO VERIFY INFILTRATION RATES OF EACH INFILTRATION BASIN AFTER BASINS HAVE BEEN GRADED. RATE CONTROL A REGIONAL POND HAS BEEN PREVIOUSLY DESIGNED AND CONSTRUCTED FOR 7TH STREET WEST AND THE SURROUNDING AREA. THE EXISTING OUTLET B WAS DESIGNED TO UTILIZE A CN OF 89. THE FOLLOWING CURVE NUMBERS AND AREAS WERE USED TO VERIFY THE PROPOSED CN IS LESS THAN THE PREVIOUS CN DESIGN OF 89. TYPE AREA CN PAVEMENT 117,009 98 BUILDING 53,115 98 GRASS/PERVIOUS 91,035 61 TOTAL WEIGHTED 261,159 85 ALL STORM WATER IS DIRECTED TO THE STORM SEWER WITHIN 7TH STREET WEST TO OUTFLOW TO THE REGIONAL POND. HDYROCAD CALCULATIONS HAVE BEEN DONE FOR THE PROPOSED SITE TO DETERMINE THE PEAK ELEVATIONS AND FLOW RATES OUT OF THE INFILTRATION BASINS. (CONTACT BOGART, PEDERSON & ASSOCIATES FOR THE REPORT IF NEEDED.) THE PEAK ELEVATIONS OUTSIDE OF THE INFILTRATION BASINS ARE LESS THAN 1 FOOT OVER THE EMERGENCY OVERFLOWS. EMERGENCY OVERFLOWS ARE ONLY UTILIZED FOR 100 -YEAR STORM EVENTS. WATER IS DIRECTED TO STORM SEWER MANHOLES BELOW THE OVERFLOWS. VOLUME RETENTION FOUR INFILTRATION BASINS ARE PROPOSED ON SITE TO PROVIDE VOLUME CONTROL FOR A 1.1 INCH STORM. WITH 170,124 S.F. OF PROPOSED IMPERVIOUS SURFACE, 15,594 C.F. (577 C.Y.) OF VOLUME IS REQUIRED TO BE HELD WITHIN THE INFILTRATION BASINS. THE COMBINED VOLUME OF THE BASINS TO THE INITIAL OUTLET IS 15,633 C.F. (579 C.Y.) THE FOLLOWING TABLE ADDS TOGETHER THE VOLUMES OF THE BASINS. WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O ~ w O U 0 U) W Ly U U U) 0-1 W U) a - z 0 W Q� w 0 0� L O r N 0 p o o U L0 O o O LU N CONTOUR AREA VOLUME BETWEEN CENTRAL INFIL. BASIN N Cl) rn 955 551 m 956 2499 1525 M L� WZ ♦^ 957 4582 3541 m 0 957.5 5661 2561 TOTAL: U > mX 7626 z NORTH INFIL. BASIN YO 945 307 c� wwz W c~n� ~ 946 1145 726 TOTAL: c� Q W 726 2 WEST INFIL. BASIN 0 0 953 982 0 IL V) �H 954 2403 1693 w 955 3927 3165 Q LU 955.5 4727 2164 TOTAL: 5329 EAST INFIL. BASIN O 954 187 tj O 955 1674 931 955.8 3207 1952 [TOTAL: 1952 COMBINED VOLUME 15633 WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O ~ w O U 0 U) W Ly U U U) 0-1 W U) a - z 0 W Q� w 0 0� L O r N 0 p o o U L0 O o O LU N Uo -2 U '� o U) r_las) L-o CU U)C6_ U) 0- cn 0 zN ' I O LU N Cl) rn J z m o 0 m M L� WZ ♦^ J 00 �op N Q W m 0 LU W IU Y� 0. Q U > mX .. z z YO "Z�Q ZJ WN CZ'N c� wwz W c~n� ~ z > Z ?ZZOY � V c� Q W � 00 Oo 2 J 0 0 0 0 0 IL Uo -2 U '� o U) r_las) L-o CU U)C6_ U) 0- cn 0 zN O LU N Cl) rn J z ♦ V♦ z o 0 M L� WZ ♦^ J 00 �op N Q W z N W W IU Y� 0. Q U > mX .. W Q FLL LU O "Z�Q ZJ WN CZ'N wwz W c~n� ~ rQ1'� /c/p� V♦ > Z ?ZZOY � V cnWO [L � 00 Oo Q � F_W U _j Z>> QUW OJ �V V) �H SHEET NO. �*0103 LU J z J J z Q w o w �z U zQ w LLJ CSA z cn O Q LU U O V) N DC 00U w J C Q LU — m U _ O z tj O � U SHEET NO. �*0103 \ � S s \Rim=942.48 � \ lnv.=9/4.58 \ �S \ \ S S R M=945.34 \ ,111'm Inv.=941.51 \ 1,040 S.Y. OF EROSION CONTROL BLANKET STANDARD SEED MIX / T Rim -- 6.91A6 - f \ lnvp935.4/ /\ / 8" Sani. \ O d S WMA / W W• W ' • ♦ W W wed s S � � \I \ FES 36" CMP S \7 Elew 93255 - \ S - Rim -942.27 - /n v. -933. /2 S - \\m=942.66 \\\\ Rim=943.17 Inv.=93286 \ \ 36" R,\ `\ -INSTALL 276 LF OF DOUBLE LAYER Rim=943.62 TEMPORARY SILT FENCE (552 LF TOTAL) w Inv.=934.20 E Inv. -9J4.20 D67F S lnv.=939.47 �OF=946.50 \ \ \SOD GRASS\ 8" PVC SDR 35 Soni. � CP� 4,828 LF s \ \lk Rim= Inv. = 942.57 • ROCK CONSTRUCTION: Rim=946.34 Inv.=935.52 ,985 S.Y. OF EROSION CONTROL BLANKET INSTALL 820 LF` n T rr \�- ,I- Rough location of trail - Rim=949.05 / Inv. =937.73 Rim=948.16 Inv. -933.79 FINSTALL 1042 LF OF TEMPORARY SEDIMENT LOG Rim=950.44 Inv=934. WWWW /W W W W / SOD GRASS _ k / W W W STANDARD SEED MIX W W W W W \ \ W / W W / \ W / W , W / / / / / / 700 S.Y. OF EROSION CONTROL BLANKET / \-INSTALL 20 LF / OF TEMPORARY SEDIMENT LOG INLET PROTECTION (TYP.) W o / �\ SB C r W W W \ Sec W W / \ INSTALL 1176 LF W W OF TEMPORARY SILT FENCE \ W z \ \ \ \ \ \ \ \ N ®I LEGEND: TEMPORARY ROCK CONSTRUCTION ENTRANCE 0 20' EROSION CONTROL BLANKET (3N) SCALE: 1" = 20' W W W W W W W STANDARD SEED MIX W WWWWWWWWWWWWW INFILTRATION BASIN SEED MIX W W SODDED GRASS OR LANDSCAPED AREA ASF GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE FIBER -LOG ROLLS �� •`%� PROPOSED RIP RAP 984 PROPOSED CONTOUR E.O.F. EMERGENCY OVERFLOW \ TEMPORARY SEDIMENT FILTER- HIGH FLOW EROSION CONTROL NOTES: 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTION/GRADING LIMITS SHOWN. 2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA. 5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF MONTICELLO AND THE MPCA. 7. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BE REMOVED DAILY. 10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THE FOLLOWING SCHEDULE: STANDARD SEED MIX 25-131: 220 LB/AC. INFILTRATION BASIN SEED MIX 33-261: 35 LB/AC. FERTILIZER 22-5-10: 350 LB/AC. MULCH TYPE 3: 2 TONS/AC. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. APPROXIMATE EROSION CONTROL DEVICES • SILT FENCE: 4,828 LF • BIOLOG: 1,102 LF • ROCK CONSTRUCTION: 1 EACH • INLET PROTECTION: 17 EACH • EROSION CONTROL BLANKET (3N): 3,980 S.Y. • RIP RAP (CLASS 2) 54 C.Y. NOTE: AMOUNTS SHOWN DO NOT ACCOUNT FOR REPLACEMENT OR ADDITIONAL EROSION CONTROL BMPS FOUND TO BE NEEDED DURING CONSTRUCTION. Z O ~ W 0 L U o U) W W U U U) 0-1 LU U) a - z o W V) Q� W 0 0� of Z N � o S 0 N O W N ' I O v W � N M O m U) z °° 0 00 m 0 W cn cz °° G opN Q W Z Z Y - O U U IU mQ Z W �-W O"J U Q W 2 J 0 0 0 0 0 IL C5O -2 N 0 0 0 rlas)_ O cv co :3 - --U)dU 0 zN O v W � N M O z U) z °° 0 M L� W Cl) cn cz °° G opN Q W LL N WH W Y� a g U IU mQ .. W �-W O"J Z ZwQ WN Q'N wwZ (n°oocp>ZWI_ V) �M?ZZ� z nW0 � O 0J� Oti ca 06 Z>> QUW OJ W �V �H SHEET NO. W � z cn Q LU J �z U zQ O LU - � z O O LU U 0 U 00 U J L �v)w _O or -O U m 0 W z O5 U SHEET NO. TREES, DECIDUOUS 51ENNA GLEN MAPLE 2.511 BB (17 QTY) 0 RIVER BIRCN 12FT BB (23 QTY) VORY SILK JAPANESE LILAC 2.011 BB (lq QTY) TREES, CONIFEROUS BLACK HILLS SPRUCE SFT BB (17 QTY) COLORADO BLUE SPRUCE GFT BB (7 QTY) 0 rIEDORA JUNIPER #15 (23 QTY) SNRUBS, DECIDUOUS ❑o L m VORY HALO DOGWOOD #5 (3q QTY) ANTHONY WATERER SPIREA #3 (30 QTY) LITTLE LIME HYDRANGEA #3 (33 QTY) SNRUBS, CONIFEROUS TAUTON YEW #5 (27 QTY) PERENNIALS 0 11 M 2E FRANCES KLDAM5 HOSTA #I (82 QTY) KARL FOERSTER GRASS #1 (8, QTY) STELLA D 00 DAYLILY #1 (32 QTY) AUTUMN JOY SEDUM #1 (10 QTY) SOD 763.441.2141 greenscapeco.com H4� STATES TO MAN e TRWK WHEMP ROFf FREEEE TR —1—E TPLANTED SI GH � ,m H&10x40 MM THIN. x -I/�I ?�?W' k '' ` TWIT THE TRUNK FLARE IS NSIBLE FL qT T!E TOP OF THE ROOF HALL. ARDWOOD ES OR OTTER APPROVED STAK—E IMTERIAL *. ay 50 MM (21N.) MLLCH. W NOT PACE THE CROM ' eke e e EE TALON RI'r M INHAN?HE NEEDRFREE FOR 0, THREE TEARS A�FER FULCH IN CONTACT WITH SHRUB TRUNK. PAINTING. NWgW S HA .yAH +IA 00NOT CODER THE TOP' OF THE ROOT BN1 WITH SOIL(4 N) HIGH EARTH SAILER BEYOND EDGE OF ROOT BALL. HARq D ET— OR OTHER REMOVE Al TWNE, ROPE ANDWRE, AND BURLAP FROM TOP HALF OF ROOT E— III SPECFIED SOL M%TME FRMLT / COMPACTED TO ELMNATE AR — : arts'�PE EOGErt IUE A, FRV — — — -- STAKES SHAL aE LttvSN —I I III III—I —III III PLANT IS SHIPPED NTA A WIRE BASKET AROUND POLKETst E— SET TOP OF ROOT B4U_ AT LEAST DET 11--(I-2 IN) ABOVE GRADE (O2 HIGHER IN D_ ORANING 5OL5) THE ROOT BALL, OFT Toff WIRE RACKET N FD.IR PLACES PLACE ROOT AND FOLD COWV 200 M'1(B IR) INTO PJ.MNG HALE OR TAMPED BALLON IN—VATEO 501E CONIFEROUS TREE PLANTING DETAIL TYPICAL INSTALLATION - 61611 (2000'1) OR LE55 DO NOT HEANLY PR NE THE TREE AT PLANTMG. PRIME ONLY CROSSOVER LIMBS, C40O1N4M LEADERS, AND RCKI" OR EAD BRANCHE. 501'tE e -A o INTERI[A2 TWIGS AND LATERAL eppo FRO ABLE BRANCHES N SACH A M4NNER AS TO PRESERVE THE BRANCHES MAT BE —D; v0 @yv0 N HOWEVER, 00 NOT R THE ePo`d a R'N THATNAL BIL OF BRANCHES THAT IXIENO TO THE EDGE OF SHRu&S RANTED IN GR — E— THE CROM ' eke e e e 8M'1 (V2.)OIAM. ee —C TO. e e e e GA—WED WIRE OR CA&E SET TOP OF ROOT BN1 AT LE4 TWIST WRE TO TIGHTQN. e ' e GRADE (O(E-21N.) ABOVE R (O FULCH IN CONTACT WITH SHRUB TRUNK. HI INLOWLY HIGHER IN SGRAINING ZOILZ) e 0 00 oo�°off 0 e EACH TREE — BE PLANTED SIKH IB00 x 40 MM THIN. x —N)THAT THE TRWK FLARE IS V151— AT THE TOP OF THE ROOT HALL HARq D ET— OR OTHER W MI'1(2UN) INLG1 DO NIT PLACE APPROVED STAKE NATERIAL DO NOT COVER THE TOP OF THE ROOT LLCH IN GONTACT WITH TREE TRWK. MANTAIN THE FULCH WEEOfREE F- WIIL BALL T! SO A MINIMLIY OF THREE YEARS AFTER 100 MM (4 N) HIGH EARTH SPLCER PLANTING BEYOnD EDGE OF ROOT BALL ALLO,N FOR SETTLEEIENT _ = = TAMP 501 AROUND ROOT BN1 ! — FIRMLY WIT! FOOT PRESSURE /!50 THAT ROOT BALL DOES NOT SHIFT. L FN �5¢lTlE TE 1H[ Rm? flV1_ ALL INE, ROPE AND WIRE, AND // / / EURAP FROM TOP _ OF ROOT 8411 F F.�WT515A=SHIPPED WITH A NIKE fl4 fl AROUND THE ROOT BALL, CDT THE WIRE FAEKET IN FOUR RACES FLAKE ROOT 84LL ON NEXCAVATED AND FOD DOWN 200 MM (B IN) INTO PANTING HOLE OR TAMPED SOIL � DECIDUOUS TREE PLANTING DETAIL TYPICAL INSTALLATION - 3" (75MM) CALIPER OR LE55 INTERSTAE -114 0 10 20 40 SCALE IN FEET S�I II L1� � JZ NOTES No. Date Description REwsloNS fit Greenscape La vuolscaPe • c rri o Rti ow • Tv -r f landscape Plan SCALE DRAWN BY CTECKED BY DATE DATE OF PRNT MONTICELILO SUITES HWY 94 AN ELM STREET MONTICIELLO, MN, 55362 Powered by DynaSCAPE8 PRUNE o OR OB.IFSTION- P.�Wt IISHALL eE MEA3IRED FRO`t RwSHED GRADE TO THE UFPER FRO ABLE BRANCHES N SACH A M4NNER AS TO PRESERVE THE IMIN BOOP OF THE RANT /— NATURAL CHARACTER OF THE RANT SHRu&S RANTED IN GR — E— EO MM (2 IN) MULCH 00 NOT PLACE BE SET IN CCNTrruOEG EEDS As O p Q opo°0 FULCH IN CONTACT WITH SHRUB TRUNK. suONN OR PLAN 0 00 oo�°off 0 e 81411 APRY E.—D TO 84RE- BIT A METHOD IIFLY IOD MM (4 N) HIGH EARTH SPLCER RaoT state t BN1E0 t BURLAP „, "3t{' o o� BErallo EnGE aF RaoT BALL srorx oQ � o SET SHRUBS S7 (2') WGHER THAN SJRROWOING GAMAD E To To ALLO,N FOR SETTLEEIENT SPECIFIED SOIL MI%TIRE FIRMLY DO NOT CIYVER THE TOP DO THE ROOT BALL WITH s01L i / ! — j !j �/ / CCRiP —D TO ELIfAN4TE AIR FOCKETS AND PREVENT 6IRRIGATE N510E // / / SETREMENT SEARFr OF SHRUB PLANTING PIT PRIOR TO —I—.. PLANTING _/ I� IttI / ////// /////// REMOVE NURSERY POT PRIOR TO PLANING (IF APPLICA&E) III III EXCAVATE 6 PREPARE —T - CoriPALTED 31BGRADE BED TO 450 YIM (IB') DEEP OR TO AS SPECIFIED _—_ _—_— — — — — — III—III—III III—III—III—III— � SHRUB PLANTING DETAIL TYPICAL INSTALLATION INTERSTAE -114 0 10 20 40 SCALE IN FEET S�I II L1� � JZ NOTES No. Date Description REwsloNS fit Greenscape La vuolscaPe • c rri o Rti ow • Tv -r f landscape Plan SCALE DRAWN BY CTECKED BY DATE DATE OF PRNT MONTICELILO SUITES HWY 94 AN ELM STREET MONTICIELLO, MN, 55362 Powered by DynaSCAPE8 !)nticp-..iin hfAsirjp-......ntiai wuitE r -I 111�j 1 y •f ' IP 1 .■ AMR ,& ' + PLEy - I 1 ra.jz! ti - I,r It- ' i b A - 1 ' Ir 1 a ti Ili ills i�FV 7 ' '; I — }t 1 OWE m W*rn IF t 1 # i e DRAWINGf 4 `a yr oilCOVER SHEET r I ' � f i 08/03/22 — - t - DRAWINGSCALE AS NOTED 01 COPYRIGHTo2023 TOO STORY OPEN SCREENED PORCH l� L 14. . L ti! Tr.51 y Ni'.J 05NNO. 'Aul Pio Ezm- f•.lr-o Ira.e rf � Ya w LL i fiat. aN� i 112'-D' it � fi Mlil iYLL iii at *iik iY IM iY iM d. i,fY$?dY# Edi+• �rll�• �'iY• �,idiLL ■J'. �iJiLL TJiL.J: 7YalL c - 7Y.1 Y i.1Y.L• IN W L SELL• i,� u: BUILDING PU*CQ EPT' FJ '-ENTRY LEVEL 1 9 2E•'-0' YMinme im $cpd Ya• �'ir �9df# illi ar. i75aL WLL , M . r- m NW41 r�rur NPNN" In - al I d0.J SITE SUMMARY -10.0 ACRES -SEE SURVEY UNIT Iii IX: CONCEPT'E2a'=150 UNITS I'LE:rEL 0 PARKING; UNIT CUNT -LAND AREA= 160.1 6.4-2°•.°•PER AtiCRE FIVE LEVELS ( GROUND LEVE LPARKINC- uARAGE-101 STALLS) -00 INDOOR PARKING STALLLS+t17} TUCK UNDER GARAGE STALLS= 116 DETACHED GALRACE STALLS=44 -OTAL INDOOR PARKING STALLS =160 INDOOR PARKING STALLS PER UNIT= 100 150=1.47 OU -DG OR PARKING S-ALLS=186 -OTAL PARKING=340 TOTAL BEDROOMS=238 TOTAL PARKING TO BEDROOM RATI0=346 f 236=1-47 STALLS PER BEDROOM 1. LEVEL (0)=7 UNITS BEDROOMS PER FLOOR=7a 1.1. STUDIOS -0 1.2. ONE BEDROOM -7 1.3. TWO BEDROOM -0 1.4. THREE BEDROOM -0 2. LEVEL ;1Y33UNITS (WITH '171NDWIDUALLTUCK UNDER GARAGE STALLS), (BEDROOMS PER FLOOR -45) 2.1. STUDIOS -4 2.2. ONE BEDROOM -18 2.3. TWO BEDROOM -10 2.4. THREE BEDROOM -1 2.5. (17�TIJCK UNDER GARAGE STALLS 3. LEVEL (2}i10 UNITS, (BEDROOMS PER FLOOR=67) 3.1- STUDIOS -4 3.2_ ONE BEDROOM -22 3.3- TWO BEDROOM -11 3.4- THREE BEDROOM -0 4. LEVEL POOL] NITS, (BEDROOMS PER FLOOR=79) 4.1. STUDIOS -4 4.2. ONE BEDROOM -11 4.3. TWO BEDROOM -11 4.4. THREE BEDROOM -14 h. LEVEL(4Y30 UNITS, (BEDROOMS PER FLOOR=47) 5.1_ STUDIOS 5.2_ ONE BEDROOM -1F 5.3_ TWO BEDROOM -11 5.4_ THREE BEDROOM -0 -OTAL U N IT MIX, {BEDROOMS PER PROD ECT=238 � 5.1_ STUDIOS -10.101150=0.106-10% 6.2- ONE BEDROOM -70, 78 1 150=0-47-47% 5.3_ TWO BEDROOM -43, 431150=0.2B-29% 6.4- TH R EE BEDROOM -21, 21 1150=D. 14-14% DASHED LINE N D IC RTES FLOOR AB %VE mft1 vi im no 1 a L7M8ri Fi 5Y�' {mal: �dY# �V*.V4' 7i'alY-r iM YYk FY iM iM IM IM i111D15 IMLL ittla7. {JtliLL 'Alaf. TTP iW4` �+�dY-! �#d!� Pl�'aSMY $ ia� $?s!i'f iF�a7r� ,Ira r nidi Li �,iiY at. 4*N.A PULL 7%L'. ..�.L i,ih aL S75aa 1p*mr# &MRAGE �a•.11tr i xd a7. if ilk �� T }� ,M � r'.6,10,, IMLail�ltl' S 7N{ 7M LL BREW 14 W HLr4c +' i ini ai 3S3Sd1'�Y� �,1ii iL• 7%.f. o,Y�'dr-0` y`F yi.'i' LI f -i M1111 7YO1 Yl 9.21, i aaL l� 5hr d■# l,1.ti LL drx { f� 1 �tiSy� 17L al , NF 1 �� i5cl ��1�� i t� '' ���JI �If 1 K�] �]'i�l MAXIMUM AVERAGE GRADE PLANE -6-0" SO THAT GROUND FLOOR DOES NOT COUNT AS A STORY -GROUP -R -2 -TYPE VA - FOUR STORY MAXIMUM ABOVE GRADE PLANE. MAX. 36,000 S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE: TYPE -III A OR B CONSTRUCTION MAXIMUM FIVE FLOORS ABOVE GRADE PLANE -(SEE TABLE 504.4), MAX. 48,000-S.F. III -B OR 72,000 III -A S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE - FLOOR AREAS CAN BE INCREASED BY CREATING CONNECTED BUT INDIVIDUAL BUILDINGS WITH TWO INDEPENDENT STAIRS EACH BY ADDING 2 HOUR SEPARATION BETWEEN EACH FIRE AREA. 0 BUILDING SECTION 1/16" = 1'-0" Y Vl,R■rVJ. ■ S! ■ Y \■ ■ !,R l,R■ ■l,Rr■ J ■�1�■ r� � i_r r Ai .Q 0 �J ASK ME- 1;S1 Sui m w ■ 1 awl r .air - 1 ■ E .64 Y - IN r - EL .r:. a%- --r . ,006- � i _ - - 11 T ` T L i` L L - - -- - - - �- - - - - z i L E� - - -_-- -------- - - - - - -� - - �- -� el Ad d 4 - i Y I Bit 9e go — 1t VA ' 1 DRAWING TITLE DESIGN I f 11 11 111 ��� s� �• - Un1 �� RIVS OPTIONS allaa � -� AWOL --ME - 71 !Hill 08/07/23 .. � •� � � � ii 1� i�fw it �.>,. - SCALE •TED ow K DRAWING E COPYRIGHT © 2023 Br'i DASHED LINE INDICATES FLOOR ABOVE s ComDanies TWO STORY OPEN SCREENED PORCH IN0"x32'-4" 840 s.f. 1BR 26'-0"x32'-4" 840 s.(. 12%'"x32'-4" 840 s.f. COMMON AREA TWO STORY SCREENED PORCH ONE ACCESSIBLE PARKING STALL / 25'-0"x33'-0" / M M e�/41 /NG 112'-0" 16R 16R 26'-0"x32'4" 26'-0"x32'-4" 840 s.f. 840 J. ELEVATOR CORE/OFFICE /COMMON SPACE 1BR 26'-0"x32'4" 840 J. 2BR2BR 35'-0"x30'-0" 37'-0"x30'-0" 1,058 s.f. 1,120 s.f. COMMON 1BR 2BR AREA OFF 25'-0"x30'-0" 37'-0"x30'-0 POOL AREA 756 s.(. 1,116 sJ." BUILDING PLAN -CONCEPT ' E2a'-ENTRY LEVEL 1 1/32)) = 1'-0" 277'-6" 26'-0" 2 BR 1 BR 1 BR 2 8 2 BR 2 BR STUDIO 1811 37'-0"x30'-0" 25'-0"x30'-0" 37' -0"x30' -O" 37' "x30'-0" 37' -0"x30' -O" 19'-0"x30'-0" 26'-O'hc35'-0" 1,120 s.f. 756 s.(. 756 s.(. 1,1 0 s.f. 1,120 s.f. 575 0. 965 0. BR 10R1 -"x30'-0" 25'-0"x30'-0" 1 BR 1 BR 784 J. 756 s.(. 2BR 2BR 1 BR STUDIO 113R 25'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0 STUDIO \M� C 0 35'-0-0"x30'-0 1 BR BIR 20'-0"x30'-0" 26'-0"x34'-2" ELEVATOR CORE / OFFICE 756 s.f. 756 s.f. 1 BR 605 s.f. 1,116 s.f." 1,116 s.V' 26'-0"x30'-0" MC0 Q\ 886 J. 756 s.(. 784 s.f. / J 1BR"x30'-0" m 2 BR / \ OR -0"x30'-0" 1,103 J. 1,103 756 s.f. STUDIO 20'-0"x30'-0" / 605 J. / O1 -0 25'-0"x30'-0" / 756 s.f. 1 BR / 25x30'-0" 7566 s.s.f. / n (17)- 12: 2 BR WIDE 37'-0"x30'-0" GARAGE / 1,120 s.f. 4:0„ / STUDIO 19'-0"x30'-0" 667 s.f. /11311 26'-0"x35'-0" / 973 s.(. ONE ACCESSIBLE PARKING STALL / 25'-0"x33'-0" / M M e�/41 /NG 112'-0" 16R 16R 26'-0"x32'4" 26'-0"x32'-4" 840 s.f. 840 J. ELEVATOR CORE/OFFICE /COMMON SPACE 1BR 26'-0"x32'4" 840 J. 2BR2BR 35'-0"x30'-0" 37'-0"x30'-0" 1,058 s.f. 1,120 s.f. COMMON 1BR 2BR AREA OFF 25'-0"x30'-0" 37'-0"x30'-0 POOL AREA 756 s.(. 1,116 sJ." BUILDING PLAN -CONCEPT ' E2a'-ENTRY LEVEL 1 1/32)) = 1'-0" 277'-6" 26'-0" 2 BR 1 BR 1 BR 2 8 2 BR 2 BR STUDIO 1811 37'-0"x30'-0" 25'-0"x30'-0" 25'-0"x30'-0" 37' "x30'-0" 37' -0"x30' -O" 19'-0"x30'-0" 26'-O'hc35'-0" 1,120 s.f. 756 s.(. 756 s.(. 1,1 0 s.f. 1,120 s.f. 575 0. 965 0. o CD Co 3 BR 2BR 2 B 1 BR. I ® STUDIO 18R 37'-0"x30'-0 37' "x30'-0 25'-0x30'-0" 45'-0"x33'-0" 19'-0"x34'-2" 26'-0"x34'-2" 1, 357 s.f. 1,116 sJ." 1,1 6 s.(." 756s 648 s.f. 947 s.f. 112'-0" 277'-6" SITE SUMMARY- ±6.0 ACRES -SEE SURVEY UNIT MIX: CONCEPT'E2a'=150 UNITS (LEVEL 0 PARKING) UNIT COUNT T LAND AREA=150 / 6.0--25.5 PER ACRE FIVE LEVELS ( GROUND LEVEL PARKING GARAGE -101 STALLS 99 INDOOR PARKING STALLS+(17) TUCK UNDER GARAGE STALLS=116 DETACHED GARAGE STALLS=44 TOTAL INDOOR PARKING STALLS =160 INDOOR PARKING STALLS PER UNIT=160 / 150=1.07 OUTDOOR PARKING STALLS=186 TOTAL PARKING=346 0 0 r` TOTAL BEDROOMS=238 TOTAL PARKING TO BEDROOM RATIO=346 / 235=1.47 STALLS PER BEDROOM 1. LEVEL (0)=7 UNITS (BEDROOMS PER FLOOR=7) 1.1. STUDIOS -0 1.2. ONE BEDROOM -7 1.3. TWO BEDROOM -0 1.4. THREE BEDROOM -0 2. LEVEL (1)-33 UNITS (WITH 17 INDIVIDUAL TUCK UNDER GARAGE STALLS), (BEDROOMS PER FLOOR=45) 2.1. STUDIOS -4 2.2. ONE BEDROOM -18 2.3. TWO BEDROOM -10 2.4. THREE BEDROOM -1 2.5. (17) -TUCK UNDER GARAGE STALLS 3. LEVEL (2)-40 UNITS, (BEDROOMS PER FLOOR=57) 3.1. STUDIOS -4 3.2. ONE BEDROOM -22 3.3. TWO BEDROOM -11 3.4. THREE BEDROOM -3 4. LEVEL (3)-40 UNITS, (BEDROOMS PER FLOOR=79) 4.1. STUDIOS -4 4.2. ONE BEDROOM -11 4.3. TWO BEDROOM -11 4.4. THREE BEDROOM -14 5. LEVEL (4)-30 UNITS, (BEDROOMS PER FLOOR=47) 5.1. STUDIOS -4 5.2. ONE BEDROOM -12 5.3. TWO BEDROOM -11 5.4. THREE BEDROOM -3 , TOTAL UNIT MIX, (BEDROOMS PER PROJECT=238) 5.1. STUDIOS -16,16 /150=0.106-10% 5.2. ONE BEDROOM -70, 70 / 150=0.47--47% 5.3. TWO BEDROOM -43, 43 / 150=0.29'29% 5.4. THREE BEDROOM -21, 21 / 150=0.14-14% b il- TWO STORY OPEN SCREENED PORCH A1.0 1/32" = 1'-0" / COMMON AREA TWO / STORY SCREENED PORCH 1,031 J. / / / 18R / 26'-0"x34'-2" 890 s.(. / / 11311 26'-0"z34'-2" 890 s.f. / / / 1611 26'-0"x34'-2" 877 s.f. 2 BR 37'-0"x30'-0" 1,120 s.f. 3 BR STUDIO 0'-0" —J 45'-0"x30'-0" 1,357 s.f. 19'-0"x3 665 s.f. 1BR 6'-0"x35'-0" 906 J. 161"x34' 2" 846 s.f. IN"x30'-0" 784 J. 1BR 1BR 1BR 26' 0"x34' 2" 26' 0"x34'-2" 26' 0"x34'-2" 890 s.(. 890 s.f. 890 s.f. 2 BR 2 BR 2 BR 1 BR INx30'-0" 2 BR 2 BR STUDIO 1811 35'-0"x30'-0" 37'-0"x30'-0" 37'-0"x30'-0" 25'-0"x30'-0" 1,357 s.f. 37'-0"x30'-0" 37'-0"x30'-0" 19'-0"x30'-0" 26' -0"x35' -O" 1,058 J. 1BR"x30'-0" 1,120 s.f. 756 J. 756 s.f. 756 J. 1,120 s.f. 575 s.f. 908 s.f. BR 10R1 -"x30'-0" 25'-0"x30'-0" 1 BR 1 BR 784 J. 756 s.(. 2BR 2BR 1 BR STUDIO 113R 25'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0 STUDIO 37'-0"x30'-0 35'-0-0"x30'-0 25'-0"x30'-0" 20'-0"x30'-0" 26'-0"x34'-2" ELEVATOR CORE / OFFICE 756 s.f. 756 s.f. 1 BR 605 s.f. 1,116 s.f." 1,116 s.V' 26'-0"x30'-0" 648 s.(. 886 J. /COMMON SPACE 784 s.f. 1BR"x30'-0" 756 s.f. 2 BR x30'-0" \ 1,103 J. 1,103 3 BR STUDIO 0'-0" —J 45'-0"x30'-0" 1,357 s.f. 19'-0"x3 665 s.f. 1BR 6'-0"x35'-0" 906 J. 161"x34' 2" 846 s.f. IN"x30'-0" 784 J. 1BR 1BR 1BR 26' 0"x34' 2" 26' 0"x34'-2" 26' 0"x34'-2" 890 s.(. 890 s.f. 890 s.f. 2 BR 2 BR 2 BR 1 BR 1 BR 2 BR 2 BR STUDIO 1811 35'-0"x30'-0" 37'-0"x30'-0" 37'-0"x30'-0" 25'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0" 37'-0"x30'-0" 19'-0"x30'-0" 26' -0"x35' -O" 1,058 J. 1,120 J. 1,120 s.f. 756 J. 756 s.f. 1,120 s.f. 1,120 s.f. 575 s.f. 908 s.f. STORAGE 1 BR 1 BR 2BR 3 BR 2BR 2BR 1 BR STUDIO 113R 25'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0 45'-0"x33'-0" 37'-0"x30'-0 35'-0-0"x30'-0 25'-0"x30'-0" 19'-0"x34'-2" 26'-0"x34'-2" ELEVATOR CORE / OFFICE 756 s.f. 756 s.f. 1,116 s.f." 1, 357 s.f. 1,116 s.f." 1,116 s.V' 756 s.f. 648 s.(. 886 J. /COMMON SPACE BUILDING PLAN -CONCEPT ' E2a'- LEVEL 2 1/32)) = 1'-011 Pat, Please see the attached section. I think this is a good starting point but I believe I heard you mention over the course of the week that you like to have your first floor ceiling height with the primary entry at 9'-1 1/8". rough ceiling height all other floors 8'-1 1/8" 24" deep floor trusses, 1'-8" roof trusses. 1'-8" deep Roof trusses with 3/4" decking - 6" Iyanate 8'-1 1/8" rough t.o. pr. c 1 lsocnsolatin-typical to btm. or clg. framing 7-7 d-pflanr trusses with 3/4' g'- 1 118" rough t.o. pre -cast s Hr: typical to btm_of clg. framing 8'-1 1/8" rough Lo_pre-cast to btmof clg. forming •.,...m.« L 9'-11/8"rough to. r cast PaE°«�'•�� m mm. or cig. o-a",i ge- t CODE SUMMARY 2020 MNBC CHAPTER 5 MAXIMUM AVERAGE GRADE PLANE -6'-0" SO THAT GROUND FLOOR DOES NOT COUNT AS A STORY -GROUP -R -2 -TYPE VA -FOUR STORY MAXIMUM ABOVE GRADE PLANE. MAX. 36,000 S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE: TYPE -III A OR B CONSTRUCTION MAXIMUM FIVE FLOORS ABOVE GRADE PLANE -(SEE TABLE 504.4), MAX. 48,000-S.F. III -B OR 72,000 III -A S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE -FLOOR AREAS CAN BE INCREASED BY CREATING CONNECTED BUT INDIVIDUAL BUILDINGS WITH TWO INDEPENDENT STAIRS EACH BY ADDING 2 HOUR SEPARATION BETWEEN EACH FIRE AREA. 9'-1 1/8" rough top of pre -cast m bottom of ceiling rra ing_ ,uN.ro.a. E,"s.. n,uEExrarsiuiva E. At, N C) Of BASIC BUILDING SECTION -GENERAL REFERENCE NO SCALE U AINLY DETAIL Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. date: Gregg S. Graton, AIA certification no. \GGGGigniture\002Jpg SIGNATURE DATE: Owner: Larry Kasella consultants Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Civil Engineer: Structural Engineer: contractor Contact: Office: Mobile: project P -2022.028 -Maple Lake -Briggs C_ =3N CO UI C/)LCA O Q I U-) rVl 1..1..1 czc _ G _ U) 213cm 0 O 6' W = G This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. Any and all discrepancies from that indicated by these documents shall be reported to the general contractor/ owner or architect prior to commencement of work. drawing Concept 'E2a' date: 09.14.23 drawing no. revisions: A00.00.00 Al .0 ® 00.00.00 ,&00.00.00 A00.00.00 A00.00.00 Of: 9-19-23 Apartment Building Material Percentages 65% Onyx & White Steel siding 21% cedar tone steel siding 14% Cultured stone Detached Garage 38% Onyx & White Steel siding 44% cedar tone steel siding 18% Cultured stone Tree In tory CLW forL) V) w 0 GREAT RIVER SECOND ADDITION City of Monticello,, Wright County, Minnesota For the purposes of this tree survey, the tree may exhibit one or more of Notes: w the characteristics within each of the I. Some trees surveyed near the Q condition categories as described below: property lines are not on the o subject property. See map view. Good: X The tree is mostly vertical, 2. Tree diameter as listed in the comprised of one or more main attached chart indicates a L' o stems, is mostly symmetrical, does measurement of the tree trunk in not exhibit storm damage, does inches at a point five feet above not exhibit evidence of disease. natural grade. Fair: m < 0 0 The tree is most/ vertical, J. Owner shall preserve existing trees. 04 o comprised of one or more main Any removals shall be shown on oN v > N stems, may exhibit some future site plans. Before any asymmetrical growth from grading, demolition, or other N crowding, may have minor storm disturbances, tree protection needs m m to be installed. O >- damage, does not exhibit evidence m m w 0 50 of disease. Lw J o Poor: 4. Trees under 6 inches in diameter z Y z The tree may be noticeably were not included in the inventory, N Q w CD w SCALE: 1 = 50 ' leaning, comprised of one or more other than those shown. o 0 o U o main stems, exhibits asymmetrical growth from crowding, sustained 5. According to the City of Monticello o T T Denotes Limits of Investigation Boundarymajor storm damage, or appears preliminary plot requirements, a 3: co 9 / diseased. survey of tree coverage may 6 - � Denotes Tree, Coniferous exempt trees that are invasive as a� o defined by the Department of a Denotes Tree, Deciduous Natural Resources. a� L v o ic-� L °— a) z 4001 Denotes Tree Identification Number 6. Several Siberian Elm trees were vi °� + c identified during the on—site tree D ° o investigation. These trees are not +' o r°n E J shown on the survey or listed in 1b the the attached charts. Siberian Elm (U/mus pumila) is considered an +' v c cn a invasive terrestrial plant on the ,� 2 .F o a 00 c° Minnesota Department of Natural Q i c ��1 Resources website. v QJ o m Cn o ttia t 0 Q' a —�vo N o • Z Li N � M � Z CD ♦ ♦^ 1 00 ♦n 0000 01 C/C •� LOCNO W LU Ln N z1 0 W H r W Y W W M �r' ��^� `L 0 c� z w N r z Fh w 0000 v� W � 1 D� } ww Cn C14 Co0:e ZZz �( �WZ ��p � J v7 a z—a- < .. W Q>Q Ow �\ _J \ �4\ \ L V � z O I F— Q / I \ O C U o L �- L o +� z p o O U = LJ O LU o v > ~ o U_ Q U W VSHEETS Tree No. Species DBH (Inches) Condition Stems 4276 Cedar 6 Good 1 4277 Cedar 8 Good 1 4278 Cedar 8 Good 1 4279 Ash 5 Good 3 4281 Basswood 3 Good 1 4282 Hackberry 2 Good 1 4283 Maple 3 Good 1 4284 Basswood 2 Good 1 4285 Maple 2 Good 1 4286 Basswood 2 Good 1 4287 Maple 3 Good 1 Monticello Parking Management Plan (see highlighted plan for details) Unit Mix: Studios =16 x 1.2 parking stalls per bedroom = 20 parking assignments 8 outdoor 7 underground phase 1 5 underground phase 2 1 Bedrooms = 70 x 1.2 parking stalls per bedroom = 84 parking assignments 35 outdoor 13 underground phase 1 20 underground phase 2 12 Detached garages with tandem stall 4 Attached tuck under with tandem stall 2 Bedrooms = 43 x 2 bedrooms x 1.2 parking stalls per bedroom =104 parking assignments 10 outdoor 13 underground phase 1 15 underground phase 2 48 Detached garages with tandem stall 18 Attached tuck under with tandem stall 3 Bedrooms = 21 x 3 bedrooms x 1.2 parking stalls per bedroom = 76 parking assignments 4 outdoor 18 underground phase 1 6 underground phase 2 32 Detached garages with tandem stall 16 Attached tuck under with tandem stall 60 additional outdoor parking stalls not assigned. & N � � / � � � h � � a �� Q ��s a �® c \. �.� a .a , , 6Mp•a�!g s66ug guoy�sal!� add\6uuaau!6u��opa�!auoW s66u8 00'09Z0-£Z\1ua�n� spafad�:N Wd El: t £ZOZl6t/6 W H O •i O O ro ❑ v a o ro ,C a rl C U b, N G a O roi H U Grl O NH A H rt + o m a sEi a d v ,q v m A W O m m� H b, ti .Wi '•i C H H ro b 0 3 4 U C b, cam) v a.aHiaa" N v'" a E y H E ro m A C svi b G .i >. m o m 0. ,C u1 a W U H ro I H U H %-�o,G N°�av A 2 v a o o a v +� +� ro .N .i a o a o N ac G E ro v ro MA v v o c row va a O E N a ,� 1� 41 a N 0 m .oi 2n, °aHovcwa�abvb Q, .1 NN G H a A W N U O P. ti o v H o H G a E o a N H> N 3 N ro a Ha ro a mN avw.c v ro cti RPM 16�ti ro G C C4 G� FC ro -H a C UI E m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /0 0.0 0.0 0.0 0. 0.0 0 0 0.0 0.0 0.0 0 0 .0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E +� 0 5 p, .vi N U o a b C H O.i H v o W N> C G O U.G1 H ro U M5 W N o m N '-O m b, ti W a >+ W' •n v v H m W G C G U N N N w W > N w o E a W U 0� w O O ro A a a w G ro 0 H y P. v N N N 'P' .m ski >. a a > H o w e -,H o 0 o ro❑ ro N b, > a' O,, W a w H G U O a v a E v .c vN� ro U b, >.a G ow h m " A G o Baa >m'0 'H a E m> n] ." a H> a a W .0 N N O N O W W >r N b O a H H a .n G w r a o f .ci rt L. IL06 1 ij Q vn m m FL 1 L1. Q 70 11 U) O O O CO N Z %A Mti m N o U se O Q 4) Y 1 4 C6 Q m Ca Y 7 lc�� O _ T � J U O 0 o U J Q E C6 O Z O L U N o J> o U C N N 7 0 Nlb C N N 7 O Q O a� N 7 Z_ 0.0 W L LCL U) U m Q (0 a IL � a Y V Scale: 1 inch= 29 Ft. ti �.� �.� �.� �.� �.� �.� �.� 0.0 �.� 0.0 �.� 0.0 �.� �.� �.� �.� �.� �.� �.� �.� Q.�� �.� 0.� �.� �. �.� �0� �.� �.� �.� �.� �{O Q.Q � Q.Q Q.� �.� Q.� �.� Q.Q �.� �.� �.� �.Q l}!� �.� ��� �.� �.� �.� �.� �.Q �.� Q.Q �.� Q.Q �.� Q.Q �.� �.Q �.� �.� Q.Q �.� �.� �.� �.� �.� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 � 0 0 0.0 0.0 0.0 .0 tid..0 0.0 0.0 0.0 O.Dti 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � 0.0 0.0 0.0 0.�0 0.0 0.0 0.0 �91 0.� 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.� Q.Q �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� .� �.� 0.0 �.� 0.00.E �.� 0.0 0.0 �. 0.0 � �.� 0.� 0.� .� �.� �.Q �r� • �.Q �.� �.� �.� • Q.� Q. �.� �.� �.� �.� �.� �.� �. �.� C.O. �.� �.� Q.Q �.� �.� � �.� �.� �.� �.� 0.0 �.� 0.0 �.� �.� �.� �.� �.� �.� �.� 0.0 �.� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /00" .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 .`0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.®. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0-�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 �0 0.0 0.0, p 0 0.0 �:0 0. 0.0 0.0 0.0 0.0 0.0 0 .0 0. .0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 0.0 �'0� 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.(� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -6.0 777 � � � L' •1 ' f � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •�.0 0.0 0.0 0.0 0 0.0 00 0.00■.0 0.0 0.0 0.0 0.0 -•�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •-0_ .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o. o.o o.o o.o o.o o.o o � , .o fd.o o.o o.o o.o o a.a o.o o.o o.o o.o o.o o.o o.a o.o o.o o.o o.o o.o o.o o.o o.o tid ro -o.o _ o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o o.o o.o o.&��. o o.o o.o. o.o .o o a.a a. o.o o.a o.o afe !,a•.o ��o� .o o.o o.o o.o o..o o.o 'o .A •u.o : 'o.o ro.o o.o o.o o.o -'r. @. o.o_ o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o.o o.o o.o o.o o.o o.o o. o.o �o.o o.o o.o o.o o '� o.o o� o.o 07 � o.o o.o o.o �o.•o o.o o.o o.o o.o m..o cTo o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.� o.o o.o o.o _o.o o.o o.o L _ ti o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o.o o.o fo.o o.o o.o o.o o. o.o � �0�•0'�50.0 0.0 0 � _ '•.f o.o o.o o.o o.o o.o o.o o.o � � o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o _ o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0� 0.0 .0 0.0 .0 i 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9--6. �t � 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 r o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o.o o.o o.o o.o o.o o.o o. o.o o.o o.o o.o o.0 0 0.0 + . �.� a.o � o.o o.o o.o o.o o.o o.o o.o o.o o.o' o.o = b.o ='o'eL �.61.6�a =o!o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 0.0 0.0 0.0 0.0 � 0.0 0.0 0.0 0. 0.0 9.0 0.0 0.0 0.0 0 0.0 r� � q■ 7�y 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.0 0.0 0 0.0 0.0 0.0 0~ � �0 0.0' 0. 0.05- 0.0 • r f � RT � Z�L• 1 0.0 0.0 0.0 0.0 0.0 0.0 /000-.00 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0. 0.0•0.00.0 0.0 00 0.0 0.1�0.0 0.0 0.00 0.0 0.0 0.0 0.0 1 �0.1 0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �r0.0 0.0 0.0 0.0 0. 0.0 f0.0 0.0 0.0 0.0.0 0.0 � 0.1 0.1 0.1 f -0:1 ti ,• 0�1 k0.1. � 0.0 0.0 0.0 0.0 01$ C -*0) •01. 0`I, �Q.� _T�1 _0.1 .1�� 0.1. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0. 0.0 X0.0 0.0 0.0 0.0 0 0.0 0 .1''ti •0.2• 0.1 10.1 ' 0! � � 0. �' 0. � 0.1•-0 �1 �7.1 0.0 0.0 0.0 0.0 � �.L 0.2 .9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0/0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 X0.0 0.0 0.0 0.0 f 0.0 0.0 � ® 6.0 1.5- 0. Ofl 0.1 r Q:.R•��.1` 10.1��.111�0.1 0.� 0:1 0.1 0.1• 0. 0.0 0.1 0.5x3` 1.3 0.7 0.3 0.1 0.1 0.0 0.0 0.0 ,d.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 O.O ,�U.O 0.0 0.0 0.0 0. 0.0 �0.0 0.0 0.0 0.0 0.0 0.0 .0 � 7.8 9.9 2.3 0 6 O•�f �0 .'[•f �0.2�••Q. Oily O.i� �.1 0.1 0.1 0.1 Otil 0.1 0.1 0.1 0.1 1.1 4�5- 9.6 }-7 0.5 0.2 0.1 0.1 0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 .0 0.0 .0 � 0.9 2.1 2.6 1.2 0.5 0.3 b•. 10.2'L 'd.2 0'.1 r O.11 ti0.1 0.1 0.1 0.1 0.]- tip,.l 0.1 0.1 0.1• 0.1 0.1 .3 2.0 0.5 0.2 0.1 0.1 0.1 0.0 00.0 0 ■ y•�'ti , � ■ -fir - J J ti L 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0� 0 0.0 0.0 0.0 .0 0.0 .0 7.5 2.0 0.9 0.8 0.6 0.5 0.9 0.3 , 0.3• 0.2 h,0.2 •: ,��, b:l 0.1 0.1 0.1 0.1�r 0.1 0.1 0.1 0.1 0.1 0.1 0,1 �`� 0.5 0.5 0.3 0.2 0.1 1 0.0 '. 0.0 0.0 ly 1 ' 7% %-k ti .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 �0 0.0 0.0 0.0 1P0.0 .0 � 7.2 9.5 2.5 0.8 0.5 0.5 0.6 0.6 0. 0.9 0.3 0.3 0.2•'•D.1� 0.1 0.1.1� 0.1 0.1 � r0,1•.',0.; 0.1 0. 1.2 0:8 0.5 0.3 0.1 0.1 O.Or 0.0 .0 J y L .' f .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 �0 0.0 0.0 0.0 A�0 0.0 .0 � 0.9 1.8 2.4 1.2 0.6 0.6 0.7 0.8 0.9 0.8 0.7 0.6 0.9 0.3 0.3 0.2 2 •'„ �r2 ? � f�0.1 lTa 0.1 .1 0.1.1 0.1 0.1' 0.1 (i til b 0.1 0.1 2.6 2.1 1.2 0.6 0.3 0.2 0.1 0.1 0. 0.0 rr0.0 ff i ■ ti ti � 0.� 0.0 0.0 0.0 0.0 0. 0.0 0. 0.0 ■D.0 0.0 0.0 0.0 .0 0.0 .0 8.7 2.2 0.9 0.7 0.6 0.6 0.7 1.� •�.9 1.4 1.3 1.0 0.7 0. 0.9 0.3 0.3•��0�3 '0�2 t,{}�2 r•; 0.2 �ti.l 0.1 ••0.1 0.1 O.ti 0.1 �0.j O.i - 0.1''ti10.•1 0.1 •. T4.7 2.7 1.9 0.7 3 0.2 0.1 0.1 0.0 0.0 0.0 r 0.0 0 0.0 0.0 0.0 0.0 0. 0.0 �.0 0.0 0.0 0.0 A 0 0.0 .0 i 6.3 9.2 2.5 0.8 .5 0.5 0.7 1.0 1.4 �1z•■OF� 2.9�1,.� 2.2 1.7 1.3 0.9 0.6 0. 0.9 0.3 0.3 0.2• �O.R 0.� � 0.11 0.1 0.1 0.1 0.1 0.1• 0.'1 ti• 0.1, 0�0; ~, U; 11'. %.011 2.0 3.0 2.2 1.3 0. 0.3 0.2 0.1 .1 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0• 0.0 �.0 0.0 0.0 0.0 0°.0 0.0 .0 1.0 1.6 2.2 1.2 � �. ti U. 0.6 0.8 1.3 2.1 9.9 4.8 9.0 2.9 1.9 1.3 0.9 0.7 0.6 0.6 0. 0.9 0.9 0..3 0.2 17.2• Q.2 0.1 0.1 0.1 0.� 0.1 0'1•' 0.1•� �0.1 0.0 0.0 ••0.1• •'0�1••••�T.1 1.3 1.5 1.2 0.8 .5 0.3 .0.2 0. 0.1 0.0 0.0 0.0 J 1 - 1'•1 -R i 1' • .L 1� L' 1 1 r7. ''L'•. _r 1 1 , ,r'1-�. f 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 .0 � 10.1 2.6 0.9 0.7 .5 0.9 0.5 0.6 1.0 1.6 5� �3 10.0 r��l 4.7 2.8 1.8 1.2 1.0 0.9 0.9 0.8 0.7 0.6 0.9 0.3 0.3 0.2'' d�2 ••�2•• 0,1 0.1 7•�.1 0.1 0.1 •0.1 0. 0.0 0.0 0.0 0.0 0.3 0.6 0.7 0.7 5• 0.3 0.� 0.1 0.1 �f0 0.0 0.0 0.0 J Iti 0.0 0.0 �0 0 0.0 � 0.0 0.0 0.0 0.1 0.1 0.0 .0 f 5.2 8.7 2.7 0.9 0.5 0.4 0.9 .5 0.7 1 +1� 1.8 3.4 6.7 12.8 1 7.2 3.8 2.2 1.5 1.3 1.2 1.3 1.2 1.1 0,�9 •0:7" 0. 0.9 0.9 0.3 0.3 0.2 ' ti�.� -9•. 21� 0.1 ° 0.1 0.]�L 0.1- 0.0 � b`.`� 0.0 0.0 0.2 0.3 0.4 0. 0.3 0.2� 0.1 .1 0.� 0.0 0.0 0.0 0.0 � A 2 � � - r 1 .r � � , • � • r 0.0 0. 0. 0.0� 0.0 0.0 0.0 0.1 d.l 0.2 0. f 1.2 1.6 2.1 1.3 0.7 0.5 0.4 0.9 0.5 0.� 1.1 1.8 3.4 5 �3. 19.1 15.0 8.1 �. 3ti 4 1.7 1.6 1.7 1.9 2.0 1.9 1.6 � 1� 0.9 0.7 0.5 .5 0.9 0.3 0.3 0.2P.1 0,.1 0.1 •0.1 0.� Q.0 0.0 0.1•� '0.1 0.2 0.2 0.2 d�.l 0. 0.1 � 0.0 0.0 0.0 0.0 0.0 a� 1'�~',ti„ L� '*� 0.0 0. 0.0� 0.0 0.0 0.0 O.lrX50.2 0 0.7 1. � 13.1 3.2 1.2 1.0 0.9 0.7 0.5 0.5 0.5 0.7' 1.3 i'0 1.5 2.6 4.6 �2 '1 11.3 1071 ti .2 3.6 2.3 1.9 X2.0 2.4 3.1 3.6 3.4 2.8 2.0 1.4 1.0 0.8 ti ` ■ ■0.6 0. 0.4 i.9 �,�.•i ' ;.2' '•0�21�1 1 '0.1 '; �• Q.1 0.1 . 0.1 0.1 0.1 0.1 0;1 0.1 0.1 C�0 0.0 0.0 0.0 0.0 0.0 0 0.0 -0.0 0.0 0.0 0.0 .1 0.2 0.3 0.6 2.3 2. 3.9 7.5 2.9 1.3 1.1 1.0 0.8 0. 0.6 0.5 0.5 0.6 0.8 1.2 1.9 2.9 9.3 5.5' r 57.4 4.1 1.9 2.3 3.91 �fi� .7 .0 6.7 9.9 3.1 2._0 1.9 x:1.1 1.0 0.9 0.8 0.7 0.6 '0.4 0..3 �1 0.3 0'2• 10.2 O.l � ~ 0.71 D'. }{ 0.1 0.1 0. 0.1 0.1 r 0.1 .1 0.� � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0'0 0.0 .1 0.1 0.2 0.3 0.7 1.3 �S 4.�.•1 2. '~ 1.1 1.8 1.6 1.7 1.6 1.3 �4 0.7 p.9 0.7 0.6 0.6 0.7 0.9 1.3 1.9 2.5 2.9 2.9 2.6 �•.1ti 1.� 1.9 ~ 2.6 9.9 8.1 13_0 ' 1�r6 9.8 - 2.7 1.8 1.4 1.3 1.3 1.3 1.2 1.0 0.8 0.6 0.3 .0.2 0.y 6.1 0.1 0.1 0.1 .1 0.0 •0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �Q.O 0.0 �Q f�OL- 0.0 0.1 0.2 0.3 0.6 1.1 2.0 '�;� 2.9 1. 0.3 0.5 1.0 1.9 -2.5 .0 ;3 0.9 2.6 4.0 2.9 1.5 1.0 0.8 0.8 0.9 1.2 1.5 1.7 1.8 1.7 1.5 1.5 1.8 2.7 9.,8�1s � 12.0 6�1 lti7• 1.7 1.9 2.1 2.0 1.8 1.9 1.0 0.7 0.2 _ :1 0.0 0: 0 0.0 0.0 0,� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0''' 0.0 ..0.0-. � 0.0 0.0 0.1 0.1� 0. 0. 0.8 1.1 1.3 1.•3 0.8 0.4 0.2 0.3 0.6 1.7 3.6' 4.9 9. .} ti 9.7 3.3 1.9 1.2 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.5 2.3 9 •0 7. 13.0 y. 9: 10.2 5.6 3.2 2.2.7 2.0 2.3 2.9 3.5 3.6 3.2 2.9 1.6 1.1 0.7 0.5 0.3 0.2 0.1 0.1 0.1 � '•• Oti.'ayY'1,0.0 0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.�0'' 0.0 �„0 0.0 0.1 0.1 ' 0.2 0.3 0. 0.6 0.7 0. 0.5 0,3 fti 0.3 .4 1.2 3.3 6.8 9.4 •'$,• � �•''' D r ° 6.2 3.8 2.2 1.5 1.2 1.0 1.0 1.0 1.0 •l.� � •�'.� -- .8 •�5 6.7 7.7 6� 9}.2~ 7 2.1 2 6.6 ~ 7.3 6.1 3.9 2.9 1■5 0.9 0. 0.4 0.2 0.2 0.1 .1 0.1 0.0 +�.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �1�0.1 1 0.1 0.2 0.2 0.3 0.4 0.3_ 0.3 0.3 0 9 0.8 2.1 5.0 9.9 2 9.''''r''' 6° D °9 4.1 2.7 1.7 1.3 1.0 0.9 0.9 1.0 1.4 1.9 2'7 3.5 3.9 3.6 2.8 �-2• 2.0_ �. ` 3.6 6.3 11.3 '�q *9 11.7 6.5 e 3�9 1.9 1.11 ' 0.6 0.9 0.2 0.2 0 0.1 0.� ' 0.0 .0 0 9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 � 1 0.1 0.1 0.2 0.2 0.2 0.2~• 0.3 0.5 1.2 2.5 4.7 8.9 10.3 6.8 5.0 .5 9 5.3 3.3 1.9~'•� 1.0 1.0 1.1 1 ;� ,•F11.•71 2.0 2.2 2.1 1.9 1.7 1.8 2.3 3.8 7.� 13.9 .2n •Y5.7 8.� •�9.1 2.1 1.2 0.7 0.4 0.2 0.2 0.1 0.1 0.0 0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D r 1. � • � '1 11. ti 1_ 1 t- 1 �'L ti 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .. 0.1 0.1 O~1 ti 0.1 0.1 0.2 0.2 0.9 0.7 •2 � 12.0 3.1 9.9 4.5 3.1 3.9 4. 5.9 3.6 2.2 1.5 1.1 1.0 Pf2 �3•� 1.9 1.4 1.4 1.3 1.5 2.0 3.1 5.6 10.1 14~'3 X12.2 7.1 3.7 2. 1.1 0.6 0.4 0.2 .2 0.1 6.1 0.0 0.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �UkW�I: � z 0.0 0.0 0.0 _ .0 0.0 0.0 0. .1 0.1 � �.1 0. 0.9 0.6 1.0 1.9 1.2.1 1.8 1.3 1.5 2.9 5.1 D5. ° 5.2 9.3 2.f,•, 1.6 1.3 1.1 1 Z � 1,f - 1.1 1.1 i.2�-1.5 2.3 3.5 5.5 6.9 6.6 9.7 �2,,� 0 6 0.3 0 0.1 0.11 0.1 .0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J � � �'~ .0 0.0 0.0 0.0 0.1 0.1 0.1 0. .3 0. 0.7 0.8 1.0 0.9 0.8 6 0.6 0.8 1.3 2.5 9.0 ° 5� S.2 3.0 1.9 1.9' 1.1 •1.0 - 0.'9 1.0' 1.2Z � 1.6 2.2 3.0 3.5 3.5 2. 2.0 1.3 ' 0.8 0.5 0. 0.2 0.1 � 0.1 0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -;��'� -SEE �1 f 0.0 0.0 0.0 0��.0� 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 0.3 4.4 •.0�5 0.5 0.9 0.4 0.3 0.30. 0.9 0.6 1.1 1.9 3.6 6°.0 D 5.1 3.6 •'•Z.2 •� 1.5 1.1 0.9 0.9 1.1 1.9 1.6 2.0 2.1 1. .4 .0 0.7 0.9 0.2 0�1 0.1 0.0 01.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � L D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 � 0.2 0.2 0.2� 0.2 0.1 0.1 0.1 0.2 0.2 .9 .6 0.9 1.7 3.2 4.6° � 9 9.9 2.5 1.5 1.0 0.9 0.9 1.2 1.9 1.5 1..9 1.2 0.9 0. 0. 0.2 0.1•' 0.1 .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 �0;� 0.1 0.1 0.1 0.1 0.2 0. 0. 0.8 1.4 2.5 9.9 6.SD .6 4.3 2.2 1.0 0.8 1.1 1.9 1.4 1.9 1.1 0.8 .5 0.3 0.2 X0.1 0. 0.1 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1.,• 0�1 0.1 0.1 0.1 0.1 0.2 0.3 �. 0.7 1.2 2.1 9.1 S.�P 4.3 1.9 1.1 1.5 l.g 1.9 1.6 1.2 0.8 .9 0.2 0 0.1 0.1 �.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0. 0.6 1.0 1.8 3.1 9.8 4.3 1.6 1.8 3.0 3.4 2.9 2.1 1.3 0.17 0.3 0.2 � 0.1 .1 0.1• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � D ff ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O''7Gti 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.8 1.5 2.6 4.9 Sa 6.1 �2.7 1.8 3.5 6.5 6.8 4.7 2.6 1.2 0.5 0.2 O.1 0. 0.1 f 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0. .1 �.1 0.1 0.1 0.1 0.2 � 0.3 0. � 1.2 2.3 9.0 .0 1.8 2.2 5.9 11.2 6.0 2.7 9 0.3 ;.� 0.1 0.1 '0�1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T , r•• •'' , � ti7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .l• 0�1 0.1 0. `; 0�3 •,.0.2 0.3 0.4 0.6 ti.i� 1.9 3.2 °5. ° 5.9 D 2.5 1.3 2.4 r 6.3 11.9 10.1 5.3 2. .6 0.2 � r 0.1 .1 0.7� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •� D r � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0..0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 5 0.9�1� 4 2.7 2.4 1.2 1.0 2•�1 4.9'x,' 6.7 6.1 3.3 .1 0.9 1].2 0. 0.1 � r0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 ■ 0.3 L 0.4 0.� 0?C'■ � 0.8 1.5 ��.5 3.5 3.3 0 6 O�r 0.1 0.1 0. � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1 U.1 0.1 0.1 0.1 0.2 0.2 0.3 0.9 0.6 1. �1.9 1 . 1.0 0.9 r 0.2 1 0.1 r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 � • � r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.� 0.1 0.2 0.3 0..2 0. 0.1 X0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I _ TF 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. Q_ _ YV � � r �0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 � 0.3 0. 0.6 0.7 0 6 '0 .13 0.1 0.1 0.� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00•.4 0.9 � O.S�• tiT� 2 0.11;' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �Y .F r - : � .�- • r W H O •i O O ro ❑ v a o ro ,C a rl C U b, N G a O roi H U Grl O NH A H rt + o m a sEi a d v ,q v m A W O m m� H b, ti .Wi '•i C H H ro b 0 3 4 U C b, cam) v a.aHiaa" N v'" a E y H E ro m A C svi b G .i >. m o m 0. ,C u1 a W U H ro I H U H %-�o,G N°�av A 2 v a o o a v +� +� ro .N .i a o a o N ac G E ro v ro MA v v o c row va a O E N a ,� 1� 41 a N 0 m .oi 2n, °aHovcwa�abvb Q, .1 NN G H a A W N U O P. ti o v H o H G a E o a N H> N 3 N ro a Ha ro a mN avw.c v ro cti RPM 16�ti ro G C C4 G� FC ro -H a C UI E m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /0 0.0 0.0 0.0 0. 0.0 0 0 0.0 0.0 0.0 0 0 .0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E +� 0 5 p, .vi N U o a b C H O.i H v o W N> C G O U.G1 H ro U M5 W N o m N '-O m b, ti W a >+ W' •n v v H m W G C G U N N N w W > N w o E a W U 0� w O O ro A a a w G ro 0 H y P. v N N N 'P' .m ski >. a a > H o w e -,H o 0 o ro❑ ro N b, > a' O,, W a w H G U O a v a E v .c vN� ro U b, >.a G ow h m " A G o Baa >m'0 'H a E m> n] ." a H> a a W .0 N N O N O W W >r N b O a H H a .n G w r a o f .ci rt L. IL06 1 ij Q vn m m FL 1 L1. Q 70 11 U) O O O CO N Z %A Mti m N o U se O Q 4) Y 1 4 C6 Q m Ca Y 7 lc�� O _ T � J U O 0 o U J Q E C6 O Z O L U N o J> o U C N N 7 0 Nlb C N N 7 O Q O a� N 7 Z_ 0.0 W L LCL U) U m Q (0 a IL � a Y V Scale: 1 inch= 29 Ft. ti �.� �.� �.� �.� �.� �.� �.� 0.0 �.� 0.0 �.� 0.0 �.� �.� �.� �.� �.� �.� �.� �.� Q.�� �.� 0.� �.� �. �.� �0� �.� �.� �.� �.� �{O Q.Q � Q.Q Q.� �.� Q.� �.� Q.Q �.� �.� �.� �.Q l}!� �.� ��� �.� �.� �.� �.� �.Q �.� Q.Q �.� Q.Q �.� Q.Q �.� �.Q �.� �.� Q.Q �.� �.� �.� �.� �.� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 � 0 0 0.0 0.0 0.0 .0 tid..0 0.0 0.0 0.0 O.Dti 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � 0.0 0.0 0.0 0.�0 0.0 0.0 0.0 �91 0.� 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.� Q.Q �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� �.� .� �.� 0.0 �.� 0.00.E �.� 0.0 0.0 �. 0.0 � �.� 0.� 0.� .� �.� �.Q �r� • �.Q �.� �.� �.� • Q.� Q. �.� �.� �.� �.� �.� �.� �. �.� C.O. �.� �.� Q.Q �.� �.� � �.� �.� �.� �.� 0.0 �.� 0.0 �.� �.� �.� �.� �.� �.� �.� 0.0 �.� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /00" .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 .`0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.®. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0-�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 �0 0.0 0.0, p 0 0.0 �:0 0. 0.0 0.0 0.0 0.0 0.0 0 .0 0. .0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 0.0 �'0� 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.(� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -6.0 777 � � � L' •1 ' f � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •�.0 0.0 0.0 0.0 0 0.0 00 0.00■.0 0.0 0.0 0.0 0.0 -•�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •-0_ .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o. o.o o.o o.o o.o o.o o � , .o fd.o o.o o.o o.o o a.a o.o o.o o.o o.o o.o o.o o.a o.o o.o o.o o.o o.o o.o o.o o.o tid ro -o.o _ o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o o.o o.o o.&��. o o.o o.o. o.o .o o a.a a. o.o o.a o.o afe !,a•.o ��o� .o o.o o.o o.o o..o o.o 'o .A •u.o : 'o.o ro.o o.o o.o o.o -'r. @. o.o_ o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o.o o.o o.o o.o o.o o.o o. o.o �o.o o.o o.o o.o o '� o.o o� o.o 07 � o.o o.o o.o �o.•o o.o o.o o.o o.o m..o cTo o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.� o.o o.o o.o _o.o o.o o.o L _ ti o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o.o o.o fo.o o.o o.o o.o o. o.o � �0�•0'�50.0 0.0 0 � _ '•.f o.o o.o o.o o.o o.o o.o o.o � � o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o _ o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0� 0.0 .0 0.0 .0 i 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9--6. �t � 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 r o.o o.o o.o o.o o.o o.o o.o o.o o.o .o o.o o.o o.o o.o o.o o.o o.o o.o o. o.o o.o o.o o.o o.0 0 0.0 + . �.� a.o � o.o o.o o.o o.o o.o o.o o.o o.o o.o' o.o = b.o ='o'eL �.61.6�a =o!o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 0.0 0.0 0.0 0.0 � 0.0 0.0 0.0 0. 0.0 9.0 0.0 0.0 0.0 0 0.0 r� � q■ 7�y 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.0 0.0 0 0.0 0.0 0.0 0~ � �0 0.0' 0. 0.05- 0.0 • r f � RT � Z�L• 1 0.0 0.0 0.0 0.0 0.0 0.0 /000-.00 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0. 0.0•0.00.0 0.0 00 0.0 0.1�0.0 0.0 0.00 0.0 0.0 0.0 0.0 1 �0.1 0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �r0.0 0.0 0.0 0.0 0. 0.0 f0.0 0.0 0.0 0.0.0 0.0 � 0.1 0.1 0.1 f -0:1 ti ,• 0�1 k0.1. � 0.0 0.0 0.0 0.0 01$ C -*0) •01. 0`I, �Q.� _T�1 _0.1 .1�� 0.1. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0. 0.0 X0.0 0.0 0.0 0.0 0 0.0 0 .1''ti •0.2• 0.1 10.1 ' 0! � � 0. �' 0. � 0.1•-0 �1 �7.1 0.0 0.0 0.0 0.0 � �.L 0.2 .9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0/0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 X0.0 0.0 0.0 0.0 f 0.0 0.0 � ® 6.0 1.5- 0. Ofl 0.1 r Q:.R•��.1` 10.1��.111�0.1 0.� 0:1 0.1 0.1• 0. 0.0 0.1 0.5x3` 1.3 0.7 0.3 0.1 0.1 0.0 0.0 0.0 ,d.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 O.O ,�U.O 0.0 0.0 0.0 0. 0.0 �0.0 0.0 0.0 0.0 0.0 0.0 .0 � 7.8 9.9 2.3 0 6 O•�f �0 .'[•f �0.2�••Q. Oily O.i� �.1 0.1 0.1 0.1 Otil 0.1 0.1 0.1 0.1 1.1 4�5- 9.6 }-7 0.5 0.2 0.1 0.1 0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 .0 0.0 .0 � 0.9 2.1 2.6 1.2 0.5 0.3 b•. 10.2'L 'd.2 0'.1 r O.11 ti0.1 0.1 0.1 0.1 0.]- tip,.l 0.1 0.1 0.1• 0.1 0.1 .3 2.0 0.5 0.2 0.1 0.1 0.1 0.0 00.0 0 ■ y•�'ti , � ■ -fir - J J ti L 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0� 0 0.0 0.0 0.0 .0 0.0 .0 7.5 2.0 0.9 0.8 0.6 0.5 0.9 0.3 , 0.3• 0.2 h,0.2 •: ,��, b:l 0.1 0.1 0.1 0.1�r 0.1 0.1 0.1 0.1 0.1 0.1 0,1 �`� 0.5 0.5 0.3 0.2 0.1 1 0.0 '. 0.0 0.0 ly 1 ' 7% %-k ti .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 �0 0.0 0.0 0.0 1P0.0 .0 � 7.2 9.5 2.5 0.8 0.5 0.5 0.6 0.6 0. 0.9 0.3 0.3 0.2•'•D.1� 0.1 0.1.1� 0.1 0.1 � r0,1•.',0.; 0.1 0. 1.2 0:8 0.5 0.3 0.1 0.1 O.Or 0.0 .0 J y L .' f .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 �0 0.0 0.0 0.0 A�0 0.0 .0 � 0.9 1.8 2.4 1.2 0.6 0.6 0.7 0.8 0.9 0.8 0.7 0.6 0.9 0.3 0.3 0.2 2 •'„ �r2 ? � f�0.1 lTa 0.1 .1 0.1.1 0.1 0.1' 0.1 (i til b 0.1 0.1 2.6 2.1 1.2 0.6 0.3 0.2 0.1 0.1 0. 0.0 rr0.0 ff i ■ ti ti � 0.� 0.0 0.0 0.0 0.0 0. 0.0 0. 0.0 ■D.0 0.0 0.0 0.0 .0 0.0 .0 8.7 2.2 0.9 0.7 0.6 0.6 0.7 1.� •�.9 1.4 1.3 1.0 0.7 0. 0.9 0.3 0.3•��0�3 '0�2 t,{}�2 r•; 0.2 �ti.l 0.1 ••0.1 0.1 O.ti 0.1 �0.j O.i - 0.1''ti10.•1 0.1 •. T4.7 2.7 1.9 0.7 3 0.2 0.1 0.1 0.0 0.0 0.0 r 0.0 0 0.0 0.0 0.0 0.0 0. 0.0 �.0 0.0 0.0 0.0 A 0 0.0 .0 i 6.3 9.2 2.5 0.8 .5 0.5 0.7 1.0 1.4 �1z•■OF� 2.9�1,.� 2.2 1.7 1.3 0.9 0.6 0. 0.9 0.3 0.3 0.2• �O.R 0.� � 0.11 0.1 0.1 0.1 0.1 0.1• 0.'1 ti• 0.1, 0�0; ~, U; 11'. %.011 2.0 3.0 2.2 1.3 0. 0.3 0.2 0.1 .1 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0• 0.0 �.0 0.0 0.0 0.0 0°.0 0.0 .0 1.0 1.6 2.2 1.2 � �. ti U. 0.6 0.8 1.3 2.1 9.9 4.8 9.0 2.9 1.9 1.3 0.9 0.7 0.6 0.6 0. 0.9 0.9 0..3 0.2 17.2• Q.2 0.1 0.1 0.1 0.� 0.1 0'1•' 0.1•� �0.1 0.0 0.0 ••0.1• •'0�1••••�T.1 1.3 1.5 1.2 0.8 .5 0.3 .0.2 0. 0.1 0.0 0.0 0.0 J 1 - 1'•1 -R i 1' • .L 1� L' 1 1 r7. ''L'•. _r 1 1 , ,r'1-�. f 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 .0 � 10.1 2.6 0.9 0.7 .5 0.9 0.5 0.6 1.0 1.6 5� �3 10.0 r��l 4.7 2.8 1.8 1.2 1.0 0.9 0.9 0.8 0.7 0.6 0.9 0.3 0.3 0.2'' d�2 ••�2•• 0,1 0.1 7•�.1 0.1 0.1 •0.1 0. 0.0 0.0 0.0 0.0 0.3 0.6 0.7 0.7 5• 0.3 0.� 0.1 0.1 �f0 0.0 0.0 0.0 J Iti 0.0 0.0 �0 0 0.0 � 0.0 0.0 0.0 0.1 0.1 0.0 .0 f 5.2 8.7 2.7 0.9 0.5 0.4 0.9 .5 0.7 1 +1� 1.8 3.4 6.7 12.8 1 7.2 3.8 2.2 1.5 1.3 1.2 1.3 1.2 1.1 0,�9 •0:7" 0. 0.9 0.9 0.3 0.3 0.2 ' ti�.� -9•. 21� 0.1 ° 0.1 0.]�L 0.1- 0.0 � b`.`� 0.0 0.0 0.2 0.3 0.4 0. 0.3 0.2� 0.1 .1 0.� 0.0 0.0 0.0 0.0 � A 2 � � - r 1 .r � � , • � • r 0.0 0. 0. 0.0� 0.0 0.0 0.0 0.1 d.l 0.2 0. f 1.2 1.6 2.1 1.3 0.7 0.5 0.4 0.9 0.5 0.� 1.1 1.8 3.4 5 �3. 19.1 15.0 8.1 �. 3ti 4 1.7 1.6 1.7 1.9 2.0 1.9 1.6 � 1� 0.9 0.7 0.5 .5 0.9 0.3 0.3 0.2P.1 0,.1 0.1 •0.1 0.� Q.0 0.0 0.1•� '0.1 0.2 0.2 0.2 d�.l 0. 0.1 � 0.0 0.0 0.0 0.0 0.0 a� 1'�~',ti„ L� '*� 0.0 0. 0.0� 0.0 0.0 0.0 O.lrX50.2 0 0.7 1. � 13.1 3.2 1.2 1.0 0.9 0.7 0.5 0.5 0.5 0.7' 1.3 i'0 1.5 2.6 4.6 �2 '1 11.3 1071 ti .2 3.6 2.3 1.9 X2.0 2.4 3.1 3.6 3.4 2.8 2.0 1.4 1.0 0.8 ti ` ■ ■0.6 0. 0.4 i.9 �,�.•i ' ;.2' '•0�21�1 1 '0.1 '; �• Q.1 0.1 . 0.1 0.1 0.1 0.1 0;1 0.1 0.1 C�0 0.0 0.0 0.0 0.0 0.0 0 0.0 -0.0 0.0 0.0 0.0 .1 0.2 0.3 0.6 2.3 2. 3.9 7.5 2.9 1.3 1.1 1.0 0.8 0. 0.6 0.5 0.5 0.6 0.8 1.2 1.9 2.9 9.3 5.5' r 57.4 4.1 1.9 2.3 3.91 �fi� .7 .0 6.7 9.9 3.1 2._0 1.9 x:1.1 1.0 0.9 0.8 0.7 0.6 '0.4 0..3 �1 0.3 0'2• 10.2 O.l � ~ 0.71 D'. }{ 0.1 0.1 0. 0.1 0.1 r 0.1 .1 0.� � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0'0 0.0 .1 0.1 0.2 0.3 0.7 1.3 �S 4.�.•1 2. '~ 1.1 1.8 1.6 1.7 1.6 1.3 �4 0.7 p.9 0.7 0.6 0.6 0.7 0.9 1.3 1.9 2.5 2.9 2.9 2.6 �•.1ti 1.� 1.9 ~ 2.6 9.9 8.1 13_0 ' 1�r6 9.8 - 2.7 1.8 1.4 1.3 1.3 1.3 1.2 1.0 0.8 0.6 0.3 .0.2 0.y 6.1 0.1 0.1 0.1 .1 0.0 •0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �Q.O 0.0 �Q f�OL- 0.0 0.1 0.2 0.3 0.6 1.1 2.0 '�;� 2.9 1. 0.3 0.5 1.0 1.9 -2.5 .0 ;3 0.9 2.6 4.0 2.9 1.5 1.0 0.8 0.8 0.9 1.2 1.5 1.7 1.8 1.7 1.5 1.5 1.8 2.7 9.,8�1s � 12.0 6�1 lti7• 1.7 1.9 2.1 2.0 1.8 1.9 1.0 0.7 0.2 _ :1 0.0 0: 0 0.0 0.0 0,� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0''' 0.0 ..0.0-. � 0.0 0.0 0.1 0.1� 0. 0. 0.8 1.1 1.3 1.•3 0.8 0.4 0.2 0.3 0.6 1.7 3.6' 4.9 9. .} ti 9.7 3.3 1.9 1.2 1.0 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.5 2.3 9 •0 7. 13.0 y. 9: 10.2 5.6 3.2 2.2.7 2.0 2.3 2.9 3.5 3.6 3.2 2.9 1.6 1.1 0.7 0.5 0.3 0.2 0.1 0.1 0.1 � '•• Oti.'ayY'1,0.0 0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.�0'' 0.0 �„0 0.0 0.1 0.1 ' 0.2 0.3 0. 0.6 0.7 0. 0.5 0,3 fti 0.3 .4 1.2 3.3 6.8 9.4 •'$,• � �•''' D r ° 6.2 3.8 2.2 1.5 1.2 1.0 1.0 1.0 1.0 •l.� � •�'.� -- .8 •�5 6.7 7.7 6� 9}.2~ 7 2.1 2 6.6 ~ 7.3 6.1 3.9 2.9 1■5 0.9 0. 0.4 0.2 0.2 0.1 .1 0.1 0.0 +�.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �1�0.1 1 0.1 0.2 0.2 0.3 0.4 0.3_ 0.3 0.3 0 9 0.8 2.1 5.0 9.9 2 9.''''r''' 6° D °9 4.1 2.7 1.7 1.3 1.0 0.9 0.9 1.0 1.4 1.9 2'7 3.5 3.9 3.6 2.8 �-2• 2.0_ �. ` 3.6 6.3 11.3 '�q *9 11.7 6.5 e 3�9 1.9 1.11 ' 0.6 0.9 0.2 0.2 0 0.1 0.� ' 0.0 .0 0 9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 � 1 0.1 0.1 0.2 0.2 0.2 0.2~• 0.3 0.5 1.2 2.5 4.7 8.9 10.3 6.8 5.0 .5 9 5.3 3.3 1.9~'•� 1.0 1.0 1.1 1 ;� ,•F11.•71 2.0 2.2 2.1 1.9 1.7 1.8 2.3 3.8 7.� 13.9 .2n •Y5.7 8.� •�9.1 2.1 1.2 0.7 0.4 0.2 0.2 0.1 0.1 0.0 0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D r 1. � • � '1 11. ti 1_ 1 t- 1 �'L ti 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .. 0.1 0.1 O~1 ti 0.1 0.1 0.2 0.2 0.9 0.7 •2 � 12.0 3.1 9.9 4.5 3.1 3.9 4. 5.9 3.6 2.2 1.5 1.1 1.0 Pf2 �3•� 1.9 1.4 1.4 1.3 1.5 2.0 3.1 5.6 10.1 14~'3 X12.2 7.1 3.7 2. 1.1 0.6 0.4 0.2 .2 0.1 6.1 0.0 0.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �UkW�I: � z 0.0 0.0 0.0 _ .0 0.0 0.0 0. .1 0.1 � �.1 0. 0.9 0.6 1.0 1.9 1.2.1 1.8 1.3 1.5 2.9 5.1 D5. ° 5.2 9.3 2.f,•, 1.6 1.3 1.1 1 Z � 1,f - 1.1 1.1 i.2�-1.5 2.3 3.5 5.5 6.9 6.6 9.7 �2,,� 0 6 0.3 0 0.1 0.11 0.1 .0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J � � �'~ .0 0.0 0.0 0.0 0.1 0.1 0.1 0. .3 0. 0.7 0.8 1.0 0.9 0.8 6 0.6 0.8 1.3 2.5 9.0 ° 5� S.2 3.0 1.9 1.9' 1.1 •1.0 - 0.'9 1.0' 1.2Z � 1.6 2.2 3.0 3.5 3.5 2. 2.0 1.3 ' 0.8 0.5 0. 0.2 0.1 � 0.1 0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -;��'� -SEE �1 f 0.0 0.0 0.0 0��.0� 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 0.3 4.4 •.0�5 0.5 0.9 0.4 0.3 0.30. 0.9 0.6 1.1 1.9 3.6 6°.0 D 5.1 3.6 •'•Z.2 •� 1.5 1.1 0.9 0.9 1.1 1.9 1.6 2.0 2.1 1. .4 .0 0.7 0.9 0.2 0�1 0.1 0.0 01.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � L D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 � 0.2 0.2 0.2� 0.2 0.1 0.1 0.1 0.2 0.2 .9 .6 0.9 1.7 3.2 4.6° � 9 9.9 2.5 1.5 1.0 0.9 0.9 1.2 1.9 1.5 1..9 1.2 0.9 0. 0. 0.2 0.1•' 0.1 .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0. 0.1 0.1 �0;� 0.1 0.1 0.1 0.1 0.2 0. 0. 0.8 1.4 2.5 9.9 6.SD .6 4.3 2.2 1.0 0.8 1.1 1.9 1.4 1.9 1.1 0.8 .5 0.3 0.2 X0.1 0. 0.1 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1.,• 0�1 0.1 0.1 0.1 0.1 0.2 0.3 �. 0.7 1.2 2.1 9.1 S.�P 4.3 1.9 1.1 1.5 l.g 1.9 1.6 1.2 0.8 .9 0.2 0 0.1 0.1 �.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0. 0.6 1.0 1.8 3.1 9.8 4.3 1.6 1.8 3.0 3.4 2.9 2.1 1.3 0.17 0.3 0.2 � 0.1 .1 0.1• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � D ff ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O''7Gti 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.8 1.5 2.6 4.9 Sa 6.1 �2.7 1.8 3.5 6.5 6.8 4.7 2.6 1.2 0.5 0.2 O.1 0. 0.1 f 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0. .1 �.1 0.1 0.1 0.1 0.2 � 0.3 0. � 1.2 2.3 9.0 .0 1.8 2.2 5.9 11.2 6.0 2.7 9 0.3 ;.� 0.1 0.1 '0�1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T , r•• •'' , � ti7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .l• 0�1 0.1 0. `; 0�3 •,.0.2 0.3 0.4 0.6 ti.i� 1.9 3.2 °5. ° 5.9 D 2.5 1.3 2.4 r 6.3 11.9 10.1 5.3 2. .6 0.2 � r 0.1 .1 0.7� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •� D r � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0..0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 5 0.9�1� 4 2.7 2.4 1.2 1.0 2•�1 4.9'x,' 6.7 6.1 3.3 .1 0.9 1].2 0. 0.1 � r0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 ■ 0.3 L 0.4 0.� 0?C'■ � 0.8 1.5 ��.5 3.5 3.3 0 6 O�r 0.1 0.1 0. � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1 U.1 0.1 0.1 0.1 0.2 0.2 0.3 0.9 0.6 1. �1.9 1 . 1.0 0.9 r 0.2 1 0.1 r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 � • � r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.� 0.1 0.2 0.3 0..2 0. 0.1 X0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I _ TF 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. Q_ _ YV � � r �0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 � 0.3 0. 0.6 0.7 0 6 '0 .13 Luminaire Schedule Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename � 6 S SLIM37 SINGLE 3905 3905 1.000 SLIM37 35.3 35.3 211.8 SLIM37 -Cool - RAB02437.IES 0 48 D dsk34-6r16_5940120ws SINGLE 1269 1269 1.000 dsk34-6r16_5940120ws 16.7101 16.7101 802.0848 dsk34-6r16.5940120ws.ies rm[H 2 A a17 -3t150 SINGLE 21180 21180 1.000 A17 -3T150 149.08 149.08 298.16 a17-3050.ies 20 [EpwEH 5 A2 588.604 182.369 3 A2 a17 -4t150 2 @ 180 BACK -BACK 21117 42234 1.000 A17 -4T150 149.17 298.34 895.02 a17-4t150.ies 301.11 215.982 2 T SLIM57 SINGLE 5579 5579 1.000 SLIM57 48.7 48.7 97.4 SLIM57 -Cool - RAB02604.IES ***LAYOUT AND BOM ARE SUBJECT TO APPROVAL Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type CalcPts 1 Illuminance Fc 0.64 20.2 0.0 N.A. N.A. Readings Taken 0'-0" AFG 10 10 Horizontal NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal Patents issued or pending apply. Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient 1 A 259.961 190.898 20 143.746 2 A 578.765 80.071 20 337.166 3 A2 399.879 268.789 20 59.42 3 A2 398.353 266.207 20 239.42 4 A2 495.391 224.303 20 63.159 4 A2 494.037 221.627 20 243.159 5 A2 589.644 185.183 20 69.718 5 A2 588.604 182.369 20 249.718 6 D 310.037 217.621 10 0 7 D 301.11 215.982 10 0 8 D 322.146 212.373 10 0 9 D 334.256 207.125 10 0 10 D 295.622 204.197 10 0 11 D 346.365 201.876 10 0 12 D 358.474 196.628 10 0 13 D 290.134 192.413 10 0 14 D 370.584 191.38 10 0 15 D 382.693 186.132 10 0 16 D 394.802 180.884 10 0 17 D 284.646 180.628 10 0 18 D 406.912 175.635 10 0 19 D 289.183 170.864 10 0 20 D 419.021 170.387 10 0 21 D 301.292 165.616 10 0 22 D 431.13 165.139 10 0 23 D 313.402 160.368 10 0 24 D 443.239 159.891 10 0 25 D 325.511 155.119 10 0 26 D 455.349 154.642 10 0 27 D 337.62 149.871 10 0 28 D 467.458 149.394 10 0 29 D 349.73 144.623 10 0 30 D 479.567 144.146 10 0 31 D 361.839 139.375 10 0 32 D 491.677 138.898 10 0 33 D 373.948 134.127 10 0 34 D 503.786 133.65 10 0 35 D 386.058 128.878 10 0 36 D 515.895 128.401 10 0 37 D 398.167 123.63 10 0 38 D 528.005 123.153 10 0 39 D 410.276 118.382 10 0 40 D 540.114 117.905 10 0 41 D 422.385 113.134 10 0 42 D 544.928 108.058 10 0 43 D 434.495 107.885 10 0 44 D 446.604 102.637 10 0 45 D 458.713 97.389 10 0 46 D 539.44 96.273 10 0 47 D 470.823 92.141 10 0 48 D 482.932 86.893 10 0 49 D 533.952 84.489 10 0 50 D 495.041 81.644 10 0 51 D 507.151 76.396 10 0 52 D 528.464 72.704 10 0 53 D 519.26 71.148 10 0 54 S 352.364 368.236 10 313.152 55 S 722 353 12 63.039 56 S 322.799 339.127 10 315 57 S 293.234 310.018 10 314.997 Total Quantity: 64 ( 60 shown, 1 through 60 ) 70 0 M CZ 0 U) 0 U 0 M Z 0 0 U_ Q 1 W H O 1 O O b G N N o 1 ro N A 7 7 w C a N 1 O N O N A E N QI a N N O H G G W N m mH �ti �'•i C H N ro 0 3 4O C b) cam) E a N H .i >. m o aHi N� m v �+ o V u v m o H H c o H Ero4aa°. m x rn w v o a v ro m a+ ro ro o E a row va H o+� roa > H a A wa 0 s v o a ti 0 o H o H G a E o a N N> N 3 N ro a Ha 04 0 N.�arow.crom c.i ti G C C4 G H 3 N ..1 ro N ro A C N w N b N H a O D a .H .H U O U .G1 H b U O U N N N W G O H ro P1.1 1 .roi b ..i W a w? 7r W' N o ro H N W G C G U N N N w W '> N w o E a N} O N G a a w O O m v a v N N >+ W a w H N >r O H w -> ro o ro ro❑ N N H D a' O m0 a ro a E ro c ro.� " ro U I U ro- �aa,H�aHiawNa.0 n]..1 N O M N O N ti 0 EM -1 0 L 0 J � I U) CO U o co 5 2 m E m LL � A17 -3T150 Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for wet locations IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PLHVLH9ZGFNP Electrical Driver: Constant Current, Class 2,120-277V, 50/60Hz, 120V 1.50A, 208V: 0.70A, 240V: 0.70A, 277V: 0.60A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 3.96% at 120V, 8.22% at 277V Weight: 13.2 lbs Power Factor: 99.8% at 120V, 95.6% at 277V Surge Protection: 10kV Performance Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 1.50A 208V 0.80A 240V 0.70A 277V 0.06A Input Watts 149.1 W Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Construction IES Classification: The Type III distribution is ideal for roadway, general parking and other area lighting applications where a larger pool of lighting is required. It is intended to be located near the side of the area, allowing the light to project outward and fill the area. Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Lens: Polycarbonate lens LED Info Watts 150W Color Temp 5000K (Cool) Color Accuracy 70 CRI L70 Lifespan 100,000 Hours Lumens 21,5941m Efficacy 144.81m/W Housing: Die-cast aluminum housing, lens frame and mounting arm Vibration Rating: 3G vibration rating per ANSI C136.31 EPA: 1 Fixture: 0.46 2 Fixtures at 90°: 0.60 2 Fixtures at 180°: 0.93 3 Fixtures at 90°: 0.93 4 Fixtures at 90°: 0.93 EPA with Slipfitter & Adjustable Arm Mounting Accessories (Sold Separately) 1 Fixture: 0.66 2 Fixtures at 90°: 0.80 2 Fixtures at 180°: 1.32 3 Fixtures at 90°: 1.32 4 Fixtures at 90°: 1.32 Mounting: Universal mounting arm compatible for hole spacing patterns from 1" to 5 1/2" center to center. Round Pole Adaptor plate included as a standard. Easy slide and lock to mount fixture with ease. Round pole diameter must be >4" to mount fixtures at 90° orientation. Finish: Formulated for high durability and long-lasting color Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 A17 -3T150 Technical Specifications (continued) Green Technology: Mercury and UV free. RoHS-compliant components. LED Characteristics LEDs: Long -life, high -efficiency, surface -mount LEDs Color Uniformity. RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Optical BUG Rating: B3 UO G3 Other 5 Yr Limited Warranty: The RAB 5 -year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rabliahtina.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features 0-10V Dimming, standard 100,000 -hour LED lifespan 5 -Year, limited warranty 6 o� Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 A17 -3T150 Ordering Matrix Family Distribution Wattage/Lumens Mounting Color Temp Driver Options A17 JLJ 3T 150 3T= Type 111 70= 70W/10,000LM Blank= Universal Pole Mount Blank= 5000K Cool Blank= 120-277V, 0-10V Blank= No Option 4T=Type IV 100=100W/15,000LM SF= Slipfitter (Factory installed N = 4000K Neutral Dimming /3PR5=3-pin Receptacle and 5T=Type V 150= 150W/21,50OLM SF available in 150W) /480=480V, 0-10V Shorting Cap 200=200W/30,000LM Dimming' /7PRS=7-pin Receptacle and 240=240W/36,000LM Shorting Cap 300= 300W/45,000LM /MVS = Microwave Motion 375 = 375W/51,800LM Sensor /LC = Lightcloud® Controller 480V driver available standard on 150W and 300W and by special order on 100, 240 and 375W. Not available on 70W or 200W models. Type 11 distribution available as special order Wall mount and adjustable universal pole mount available as optional field -installed accessories Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Al 7-4T1 50 Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for wet locations IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PLAI7VEVOJ4H Electrical Driver: Constant Current, Class 2,120-277V, 50/6OHz, 120V: 1.50A, 208V: 0.70A, 240V: 0.70A, 277V: 0.60A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-1 OV DC dimming circuit. Dims down to 10%. THD: 3.54% at 120V, 9.1 % at 277V Weight: 13.2 lbs Power Factor: 99.7% at 120V, 93.2% at 277V Surge Protection: IOkV Performance Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 1.50A 208V 0.80A 240V 0.70A 277V 0.06A Input Watts 149.2W Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Construction IES Classification: The Type IV distribution (also known as a Forward Throw) is especially suited for mounting on the sides of buildings and walls, and for illuminating the perimeter of parking areas. It produces a semicircular distribution with essentially the same candlepower at lateral angles from 90° to 270°. Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (1047) Lens: Polycarbonate lens LED Info Watts 150W Color Temp 5000K (Cool) Color Accuracy 70 CRI L70 Lifespan 100,000 Hours Lumens 21,3781m Efficacy 143.31m/W Housing: Die-cast aluminum housing, lens frame and mounting arm Vibration Rating: 3G vibration rating per ANSI C136.31 EPA: 1 Fixture: 0.46 2 Fixtures at 90°: 0.60 2 Fixtures at 180°: 0.93 3 Fixtures at 90°: 0.93 4 Fixtures at 90°: 0.93 EPA with Slipfitter & Adjustable Arm Mounting Accessories (Sold Separately) 1 Fixture: 0.66 2 Fixtures at 90°: 0.80 2 Fixtures at 180°: 1.32 3 Fixtures at 90°: 1.32 4 Fixtures at 90°: 1.32 Mounting: Universal mounting arm compatible for hole spacing patterns from 1" to 5 1/2" center to center. Round Pole Adaptor plate included as a standard. Easy slide and lock to mount fixture with ease. Round pole diameter must be >4" to mount fixtures at 90° orientation. Finish: Formulated for high durability and long-lasting color Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 Al 7-4T1 50 Technical Specifications (continued) Green Technology: Mercury and UV free. RoHS-compliant components. LED Characteristics LEDs: Long -life, high -efficiency, surface -mount LEDs Color Uniformity. RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Optical BUG Rating: B3 UO G4 Other 5 Yr Limited Warranty: The RAB 5 -year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rabliahtina.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features 0-10V Dimming, standard 100,000 -hour LED lifespan 5 -Year, limited warranty 6 o� Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 Al 7-4T150 Ordering Matrix Family Distribution Wattage/Lumens Mounting Color Temp Driver Options A17 JLJ 4T 150 3T= Type 111 70= 70W/10,000LM Blank= Universal Pole Mount Blank= 5000K Cool Blank= 120-277V, 0-10V Blank= No Option 4T=Type IV 100=100W/15,000LM SF= Slipfitter (Factory installed N = 4000K Neutral Dimming /3PR5=3-pin Receptacle and 5T=Type V 150= 150W/21,50OLM SF available in 150W) /480=480V, 0-10V Shorting Cap 200=200W/30,000LM Dimming' /7PRS=7-pin Receptacle and 240=240W/36,000LM Shorting Cap 300= 300W/45,000LM /MVS = Microwave Motion 375 = 375W/51,800LM Sensor /LC = Lightcloud® Controller 480V driver available standard on 150W and 300W and by special order on 100, 240 and 375W. Not available on 70W or 200W models. Type 11 distribution available as special order Wall mount and adjustable universal pole mount available as optional field -installed accessories Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 DSK34-6R1695012OWS Technical Specifications Performance Product Type: Disk Surface Mount / Retrofit Input Wattage: 16W Lumens (Nominal): 1,000 Lm Efficacy: 62.5 Lm/W LEDs: Backlit LED Technology Lifespan: 50,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Wattage Equivalency: 75W LED Characteristics Color Accuracy (CRI): 90 CRI R9 Value: High color performance with R9 greater than or equal to 50 Color Temperature: 5000K Electrical THD: 55% Power Factor: >0.9 Dimmable: TRIAC and ELV dimming compatibility Input Voltage: 120V Operating Frequency: 60Hz Operating Temperature: -30°C - 40°C Construction Size: 6" Shape: Round Housing Material: Stamped aluminum construction RAB I Residential Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 166mA 208V N/A 240V N/A 277V N/A Input Watts 16W Finish: White Trim Style: Smooth LED Info Watts 16W Color Temp 5000K Color Accuracy 90 CRI L70 Lifespan 50,000 Hours Lumens 1,1611m Efficacy 62.5 Lens: Toolless, twist -and -lock frosted polycarbonate diffusion lens Optical Beam Angle: 110° Other Note: All values are typical (tolerance +/- 10%) Technology EQ: Incandescent Base Type: E26 socket availabe as separate retrofit accessory Warranty: The RAB 5 -year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 DSK34-6R1695012OWS Technical Specifications (continued) Buy American Act Compliance: Model Number for Certification: RAB values USA manufacturing! Upon request, RAB DLS0058(DSK34-6R16950120WS) may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Installation Mounting: Install from below design. Suitable for installation in many. 3-1/2" and 4" octagon and roundelectrical junction boxes. Compatible with compact/pancakejunction boxes. Bracket Adapter, Screws, and wire nuts included. Compliance Safety Listing: UL Listed, UL Classified Environment: Damp Fixture Rating: Open IC Rated: Suitable for direct contact with insulation Energy Star Approved: This product is ENERGY STAR® Version 2.2 Certified. T24 JAB Compliant: Can be used to conform with the requirements of California Title 24 Part 6. RoHS: Mercury and UV free. Rol -IS -compliant components. FCC: Complies with Part 15B of the FCC Rules Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice RAB I Residential Page 2 of 3 DSK34-6R1695012OWS Dimensions 1 1/16' l6bmm 196mm Ordering Matrix Family Size Shape Wattage CRI/Color Temp Voltage JL6 DSK34 R,[ 16 ][ 950 120 4=4" R=Round 12=12W 950=90 CRI, 5000K 120=120V 6=6 14=14W 940=90 CRI, 4000K 16 = 16W 935 = 90 CRI, 3500K 16.5=16.5W 930=90 CRI, 3000K 927 = 90 CRI, 2700K RAB I Residential Features Super low profile backlit LED with driverless design Stamped aluminum housing New construction or retrofit applications Simple and quick installation from below the ceiling Installs on standard 4" and 6" junction boxes Can be retrofitted to existing downlight housings with option accessory Suitable for Damp locations Dimmable down to 5% on compatible dimmers 5 -Year, limited warranty Finish Trim W A0 W=White S=Smooth B = Black BR = Bronze BN = Brushed Nickel Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 3 of 3 SLIM37 37, 57 and 62 Watt SLIM Wall packs are designed to cover the footprint of most traditional wall packs. They are suitable for mounting heights from 20' to 30', and replace HID Wattages from 200W MH to 320W MH. These ultra-high efficiency fixtures are available in cutoff or full cutoff models. Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for Wet Locations. Wall Mount Only. IP Rating: Ingress protection rating of IP66 for dust and water IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PYVKJZ59 Construction Footprint: Designed to replace RAB HID WPI wall packs, both in size and footprint template, so upgrading to LED is easy and seamless Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Weight: 8.4 lbs Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 0.34A 208V 0.20A 240V 0.17A 277V 0.15A Input Watts 32.2W Housing: Precision die-cast aluminum housing and door frame Mounting: Die-cast back box with four (4) conduit entry points and knockout pattern forjunction box or direct wall mounting. Hinged housing and bubble level for easy installation. Cutoff- Cutoff utoffCutoff (10°) Recommended Mounting Height: Up to 20 ft. Lens: Microprismatic diffusion glass lens reduces glare and has smooth and even light distribution Reflector: Specular thermoplastic Gaskets: The unique design of the tight -lock gasket ensures no water or environmental elements will ever get inside the SLIM Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. LED Info Watts 37W Color Temp 5000K (Cool) Color Accuracy 74 CRI L70 Lifespan 100,000 Hours Lumens 4,8071m Efficacy 149.3 LED Characteristics LED: Long -life, high -efficiency, micro -power, surface mount LEDs; binned and mixed for uniform light output and color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5 -year period Color Consistency: 7 -step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color Electrical Driver: Constant Current, Class 2,120-277V, 50-60Hz,120V: 0.34A, 208V: 0.17A, 240V: 0.17A, 277V: 0.15A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 2.72% at 120V, 5.01 % at 277V Power Factor: 99.7% at 120V, 94.1 % at 277V Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 SLIM37 Technical Specifications (continued) Performance Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Wattage Equivalency: Equivalent to 150W Metal Halide Other Accessories: Available accessories include polyshield and wire guard. Click here to see all accessories. Patents: The design of the SLIM- is protected by patents pending in US, Canada, China, Taiwan and Mexico Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. HID Replacement Range: Replaces 200W Metal Halide Trade Agreements Act Compliant: This product is a product of Cambodia and a "designated country" end product that complies with the Trade Agreements Act Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 SLIM37 Dimensions 9.3" 236- Ordering 36- Ordering Matrix 9" 128 mm-' \�127mm Features Covers footprint of most traditional wall packs Easy installation with hinged access, bubble level and multiple conduit entries Tight -lock gasket keeps elements out 100,000 -hour LED lifespan 5 -Year, No -Compromise Warranty Family Cutoff Wattage Color Temp Finish Driver Options Options SLIM 01 �7 111 �C A Blank = Cutoff (10 degrees) 37=37W Blank=5000KCool Blank=Bronze Blank= Standard (120-277V) Blank= No Option FC = Full Cutoff (0 degrees) 57=57W N = 4000K Neutral W = White /BL = Bi -Level /PC =120V Button Photocell 62=62W Y=3000KWarm /D10=Dimmable /PC2 = 277V Button Photocell /480=480V /PCS=120V Swivel Photocell /PCS2 = 277V Swivel Photocell /LC = Lightcloud® Controller Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 3 of 3 SLIM57 37, 57 and 62 Watt SLIM Wall packs are designed to cover the footprint of most traditional wall packs. They are suitable for mounting heights from 20' to 30', and replace HID Wattages from 200W MH to 320W MH. These ultra-high efficiency fixtures are available in cutoff or full cutoff models. Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for Wet Locations. Wall Mount Only. IP Rating: Ingress protection rating of IP66 for dust and water IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PTE9YFBU Construction Footprint: Designed to replace RAB HID WP2 wall packs, both in size and footprint template, so upgrading to LED is easy and seamless Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Weight: 11.9 lbs Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 0.48A 208V 0.28A 240V 0.24A 277V 0.21 A Input Watts 41.7W Housing: Precision die-cast aluminum housing and door frame Mounting: Die-cast back box with four (4) conduit entry points and knockout pattern forjunction box or direct wall mounting. Hinged housing and bubble level for easy installation. Cutoff- Cutoff utoffCutoff (10°) Recommended Mounting Height: Up to 25 ft. Lens: Microprismatic diffusion glass lens reduces glare and has smooth and even light distribution Reflector: Specular thermoplastic Gaskets: The unique design of the tight -lock gasket ensures no water or environmental elements will ever get inside the SLIM Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. LED Info Watts 57W Color Temp 5000K (Cool) Color Accuracy 74 CRI L70 Lifespan 100,000 Hours Lumens 6,1501m Efficacy 147.5 LED Characteristics LED: Long -life, high -efficiency, micro -power, surface mount LEDs; binned and mixed for uniform light output and color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5 -year period Color Consistency: 7 -step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color Electrical Driver: Constant Current, Class 2,120-277V, 50-60Hz,120V: 0.48A, 208V: 0.28A, 240V: 0.24A, 277V: 0.21 A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 2.46% at 120V, 5.84% at 277V Power Factor: 99.67% at 120V, 94.8% at 277V Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 SLIM57 Technical Specifications (continued) Performance Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Wattage Equivalency: Equivalent to 200W Metal Halide Other Accessories: Available accessories include polyshield and wire guard. Click here to see all accessories. Patents: The design of the SLIM- is protected by patents pending in US, Canada, China, Taiwan and Mexico Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. HID Replacement Range: Replaces 250W Metal Halide Trade Agreements Act Compliant: This product is a product of Cambodia and a "designated country" end product that complies with the Trade Agreements Act Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 SLIM57 Dimensions 356mm-I \/127mm Ordering Matrix Features Covers footprint of most traditional wall packs Easy installation with hinged access, bubble level and multiple conduit entries Tight -lock gasket keeps elements out 100,000 -hour LED lifespan 5 -Year, No -Compromise Warranty Family Cutoff Wattage Color Temp Finish Driver Options Options SLIM 01 �7 111 �C A Blank = Cutoff (10 degrees) 37=37W Blank=5000KCool Blank=Bronze Blank= Standard (120-277V) Blank= No Option FC = Full Cutoff (0 degrees) 57=57W N = 4000K Neutral W = White /BL = Bi -Level /PC =120V Button Photocell 62=62W Y=3000KWarm /D10=Dimmable /PC2 = 277V Button Photocell /480=480V /PCS=120V Swivel Photocell /PCS2 = 277V Swivel Photocell /LC = Lightcloud® Controller Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 3 of 3 wsb August 25, 2023 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Briggs Apartment Site Preliminary/Final Plat and Civil Plans — Engineering Review City Project No. 2023-22 WSB Project No. 022968-000 Dear Mr. Leonard: We have reviewed the Briggs Apartment Site Preliminary Plat and Civil Plans submittal dated August 16, 2023. The applicant proposes to construct a new 50 -unit four story apartment project including a 70 -stall detached garage complex with a mix of cold and heated spaces. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. City staff will provide additional comments under separate cover. Preliminary/Final Plat & General Comments 1. City staff and Fire Marshall will provide comments under separate cover. 2. With final plat submittal, provide a sheet with hatching for differing pavement types (streets, concrete walk, bituminous trails, etc.). Provide signing and striping sheet(s). 3. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. 4. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. Existing Conditions & Demolition Plans (Sheet C1) 5. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, structure rim/invert elevations, etc. 6. Add more items to the legend including the linetypes for the various elements on the plans such as property lines, easement lines, setback lines, property corners, utility linetypes, etc. 7. Show a 2' strip of bituminous replacement adjacent to curb removals/replacement. 8. Show more contour labels for the areas south of the lot. K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 2 Site Plan (Sheet C2) 9. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turnaround space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. 10. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. 11. Show any proposed signage and lighting units on site plan. Add stop signs at the exit points of the site. 12. Turn off existing contouring on site plan for clarity. 13. Confirm whether or not there will be a monument sign and show location on plan. 14. Provide additional dimensioning examples of parking spaces. It appears there are at least two size variations proposed. 15. Provide more specific hatching in the legend for the various pavement types (i.e. 4" versus 6" concrete, standard versus heavy duty bituminous pavement, etc.) Grading & Drainage Plan (Sheet C3) 16. Label more of the proposed contours and the location of all EOF's. Locations of EOF's or other concentrated discharge point over vegetated areas will require a permanent energy dissipation/stabilization method such as rip -rap or permanent turf reinforcement matting. 17. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. Provide more grading detail, spot elevations, or note(s) to reinforce this requirement. 18. With final construction plans, provide more spot elevations along curb lines, requisite with what would be required for a surveyor to provide construction staking. 19. Include additional drainage arrows on plans showing direction of runoff within vegetated areas. 20. Note the size of proposed storm sewer structures. Utility Plan (Sheets C4) 21. Show more clearly (with thicker lines) where the water/sewer service extensions are located on the plan; currently, they are difficult to distinguish from the existing linework. 22. It is not clear what the existing valve configuration and hydrant location is with the existing water service, review and correct the plans. 23. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. 24. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacing. 25. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan (if required). K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 3 26. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. 27. Add general notes to the utility plans to the effect of: a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. Stormwater Management & Modelling (Sheet C5) 28. Provide the hydroCAD calculations with the final submittal to verify drainage areas, impervious and treatment capacity. 29. This site was designed to drain to the regional stormwater pond on the north side of 7th St. The pond will provide rate control for the site based on a curve number of 89. Complete, the site is shown to have a curve of 89 meeting requirements. 30. Sheet 5C references web soil survey for soils information, please Include soil borings to verify soil types and infiltration rates for the site along with separation from the ground water. Soils borings should be a minimum of 5' below the bottom of the proposed infiltration basins. 31. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. a. Verification of soil infiltration rates is required. b. When designing an infiltration practice for volume control and water quality management, on-site testing and detailed analysis are strongly encouraged in order to determine the infiltration rates of the proposed infiltration facility. Documented site-specific infiltration or hydraulic conductivity measurements (double -ring infiltrometer) completed by a licensed soil scientist or engineer is required. 32. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. 33. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. 34. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Currently rain guardian turrets are shown. K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 4 Additional pretreatment will be required for the central infiltration basin to prevent maintenance issues in the future. CBMH 2 and 7 should be 4 foot sumps per City standards. 35. Provide a stabilized EOF route for the central infiltration basin. c. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. Label all EOF locations on the plans. d. The maximum flow depth in EOFs shall be less than equal to one foot as calculated for a 100 -year back-to-back storm event. e. At least two feet of vertical separation is required from an area's emergency overflow elevation to the lowest opening of a building. Current plans show garage FIFE of 960 and an EOF elevation of 958. 36. For basins with a suitable outlet, freeboard will be two -feet above the HWL determined by modeling the 100 -year critical event. Verify HWL have a minimum of 2' from all structures. Erosion Control & SWPPP Plans (Sheets C6 & C7) 37. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future full plan set submittals. In progress, a more detailed review of erosion/sediment control and SWPPP will be conducted with future submittals. 38. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review (if required due to disturbance limits), prior to construction commencing. 39. Label redundant perimeter control around the stormwater treatment areas. Silt fence should be double layered to a 3 foot minimum separation and 5 foot maximum separation. Show a row of silt fence or bio -roll at the bottom of the slope around the perimeter of the infiltration areas. 40. Change line type or color on erosion control plan show erosion control BMP's clearly show up. Currently they blend into the contour lines. 41. Erosion control blanket is required for slopes 4:1 or greater. Construction Notes & Standard Details Plans (Sheets C8 & C9) 42. The pavement design/typical section shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site and may need to include a thicker aggregate section and/or a sand section here the fire truck access route is intended. Provide details for the various pavement sections. 43. Provide details for the proposed stormwater treatment areas. A 4" layer of basic "topsoil" is not typically recommended with infiltration basins, reference the MN Stormwater Manual for preferred soil types and specifications. 44. Provide specific details for each of the control structures proposed. K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 5 45. Some details appear to be very light in color and may be difficult to read on printed hard copy, please review. 46. Use City details in all cases where practicable. A full review of standard details will be conducted with the final plat submittal. Traffic & Access 47. Five spaces must be dedicated as Americans with Disabilities Act (ADA) compliant in the indoor heated lot to meets the required amount for lots with a total of 101-150 parking spaces. Four spaces must be dedicated as ADA compliant in the outdoor lot to meet the required amount with a total of 76-100 parking spaces. Accessible parking spaces and aisles must meet all ADA requirements. 48. The site would generate approximately 227 daily trips, 19 AM peak hour trips and 20 PM peak hour trips. The existing Average Daily Traffic on 71h Street is 5300 and on Elm Street is 1550. The addition of the proposed traffic should not have an impact on roadway capacity or operations. 49. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also, to provide connectivity, a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. 50. Provide a sight line exhibit at 71" Street access and show that intersection/driveway sight distances will be met. Wetlands & Buffers 51. A wetland delineation should be completed and submitted to the Local Government Unit (the City of Monticello) for review and approval. There is a mapped National Wetlands Inventory (NWI) wetland at the east side of the parcel. 52. If wetland impacts are proposed, a replacement plan must be submitted to the City of Monticello for Wetland Conservation Act (WCA) review. 53. The City has wetland buffer and setback rules that are based on the functional quality of the wetlands. If wetlands are identified on site, wetland buffers and setbacks will be required. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 612-419-1549 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB L Jim Stremel, P.E. Senior Project Manager K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx wsb September 29, 2023 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Briggs Apartment Site Preliminary/Final Plat and Civil Plans — Engineering Review City Project No. 2023-22 WSB Project No. 022968-000 Dear Mr. Leonard: We have reviewed the Briggs Apartment Site Preliminary Plat and Civil Plans submittal dated September 19, 2023. The applicant proposes to construct a new 50 -unit four story apartment project including a 70 -stall detached garage complex with a mix of cold and heated spaces. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. City staff will provide additional comments under separate cover. Preliminary/Final Plat & General Comments 1. City staff and Fire Marshall will provide comments under separate cover. In -progress, awaiting confirmation from Fire Marshall 2. With final plat submittal, provide a sheet with hatching for differing pavement types (streets, concrete walk, bituminous trails, etc.). Complete. 3. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. In -progress, awaiting confirmation from Fire Marshall. 4. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. Existing Conditions & Demolition Plans (Sheet C1 & C4) 5. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, structure rim/invert elevations, etc. Complete. 6. Add more items to the legend including the linetypes for the various elements on the plans such as property lines, easement lines, setback lines, property corners, utility linetypes, etc. Complete. 7. Show a 2' strip of bituminous replacement adjacent to curb removals/replacement. Complete. 8. Show more contour labels for the areas south of the lot. Complete. K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A 2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.doex City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 2 Site Plan (Sheets C3) 9. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turnaround space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. Complete. 10. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. Update the 10' wide trail along 71" Street to a 6' wide sidewalk with a 6' boulevard. 11. Show any proposed signage and lighting units on site plan. Add stop signs at the exit points of the site. Complete. 12. Turn off existing contouring on site plan for clarity. Complete. 13. Confirm whether or not there will be a monument sign and show location on plan. Complete. 14. Provide additional dimensioning examples of parking spaces. It appears there are at least two size variations proposed. Complete. 15. Provide more specific hatching in the legend for the various pavement types (i.e. 4" versus 6" concrete, standard versus heavy duty bituminous pavement, etc.) Complete. 16. There are parking spaces at the NE entrance and pavement areas on the south side of the site that are encroaching into the drainage and utility easements. The City is amenable to this but will require that the applicant confirm no existing utilities are impacted with the encroachment. Grading & Drainage Plan (Sheets C5 & C6) 17. Label more of the proposed contours and the location of all EOF's. Locations of EOF's or other concentrated discharge point over vegetated areas will require a permanent energy dissipation/stabilization method such as rip -rap or permanent turf reinforcement matting. Complete. 18. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. Provide more grading detail, spot elevations, or note(s) to reinforce this requiremen' Complete. 19. With final construction plans, provide more spot elevations along curb lines, requisite with what would be required for a surveyor to provide construction staking Complete. 20. Include additional drainage arrows on plans showing direction of runotr witnin vegetated areas. Complete. 21. Note the size of proposed storm sewer structures. Complete. 22. Retaining walls greater than 4' in height will need to be designed by a professional engineer and require a railing or safety fence at the top. 23. Reconfigure pet area near the central infiltration basin so that it does not drain directly into the basin. K:\022968-000\Admin\Docs\2023-09-20 Submittal (Final Plat)\_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 3 Utility Plan (Sheets C7) 24. Show more clearly (with thicker lines) where the water/sewer service extensions are ice,.,.` 1 -- the plan; currently, they are difficult to distinguish from the existing linework. Complete. 25. It is not clear what the existing valve configuration and hydrant location is with the existing water service, review and correct the plans. The existing hydrant on the north side of the site will be located within the proposed bituminous trail (or revised plan with concrete walk); this will need to be relocated outside of the trail or walk and have at least a 2' clearance to the edge of the pavement. 26. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. In -progress, awaiting receipt of final permit documents. 27. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacin, Complete. 28. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan (if required). In -progress, the PIV is shown but is in the potential fall zone of the building. Location to be verified by the City Fire Marshall. 29. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Complete. 30. Add general notes to the utility plans to the effect of Complete. a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 75. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. 31. The City's preference is for the watermain connection on Elm Street to be a wet -tap. If a wet -tap is not used, the contractor must coordinate with the City utility department and property owners impacted. Stormwater Management & Modelling (Sheet C8) 32. Provide the hydroCAD calculations with the final submittal to verify drainage areas, impervious and treatment capacity. Complete. K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.doex City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 4 33. This site was designed to drain to the regional stormwater pond on the north side of 7 t St. The pond will provide rate control for the site based on a curve number of 89. Complete, the site is shown to have a curve of 89 meeting requirements. 34. Sheet 5C references web soil survey for soils information, please Include soil borings to verify soil types and infiltration rates for the site along with separation from the ground water. Soils borings should be a minimum of 5' below the bottom of the proposed infiltration basins. In -progress, awaiting receipt of geotechnical report. 35. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. a. Verification of soil infiltration rates is required. Complete, noted on plan to be completed after grading. b. When designing an infiltration practice for volume control and water quality management, on-site testing and detailed analysis are strongly encouraged in order to determine the infiltration rates of the proposed infiltration facility. Documented site-specific infiltration or hydraulic conductivity measurements (double -ring infiltrometer) completed by a licensed soil scientist or engineer is required. Complete, acknowledged by applicant. 36. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. Complete. 37. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. Complete. 38. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Currently rain guardian turrets are shown. Additional pretreatment will be required for the central infiltration basin to prevent maintenance issues in the future. CBMH 2 and 7 should be 4 foot sumps per City standardF Complete. 39. Provide a stabilized EOF route for the central infiltration basin. Complete. c. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. Label all EOF locations on the plans. d. The maximum flow depth in EOFs shall be less than equal to one foot as calculated for a 100 -year back-to-back storm event. e. At least two feet of vertical separation is required from an area's emergency overflow elevation to the lowest opening of a building. Current plans show garage FFE of 960 and an EOF elevation of 958. 40. For basins with a suitable outlet, freeboard will be two -feet above the HWL determined by modeling the 100 -year critical event. Verify HWL have a minimum of 2' from all structures. Complete. Erosion Control & SWPPP Plans (Sheets C9 & C10) 41. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future full plan set submittals. In progress, a more detailed review of erosion/sediment control and SWPPP will be conducted with future submittals. K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 5 42. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review (if required due to disturbance limits), prior to construction commencing. 43. Label redundant perimeter control around the stormwater treatment areas. Silt fence should be double layered to a 3 foot minimum separation and 5 foot maximum separation. Show a row of silt fence or bio -roll at the bottom of the slope around the perimeter of the infiltration areas. Complete. 44. Change line type or color on erosion UUl ILI Vl plan show erosion control BMP's clearly show up. Currently they blend into the contour lines. Complete. 45. Erosion control blanket is required for slopes 4:1 or great( Complete. Construction Notes & Standard Details Plans (Sheets C11 -C16) 46. The pavement design/typical section shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site and may need to include a thicker aggregate section and/or a sand section here the fire truck access route is intended. Provide details for the various pavement sections. In -progress, awaiting receipt of geotechnical report. Pavement section to be designed and submitted accordingly. 47. Provide details for the proposed stormwater treatment areas. A 4" layer of basic "topsoil" is not typically recommended with infiltration basins, reference the MN Stormwater Manual for preferred soil types and specificatio Complete. 48. Provide specific details for each of the control structures propose Complete. 49. Some details appear to be very light in color and may be difficult to read on printed hard copy, please review. Complete. 50. Use City details in all cases where practicable. A full review of standard details will be conducted with the final plat submittal. Complete. Traffic & Access 51. Five spaces must be dedicated as Americans with Disabilities Act (ADA) compliant in the indoor heated lot to meets the required amount for lots with a total of 101-150 parking spaces. Four spaces must be dedicated as ADA compliant in the outdoor lot to meet the required amount with a total of 76-100 parking spaces. Accessible parking spaces and aisles must meet all ADA requirements. Complete. 52. The site would generate approximately 227 daily trips, 19 AM peak hour trips and 20 PM peak hour trips. The e), �g Average Daily Traffic on 7th Street is 5300 and on EIr Street is 1550. Complete, the addition of the proposed traffic should not have an impact on roadway capacity or operations. 53. Provide a pedestrian pain along tim Street and 7th Street adjacent to the development site. Also, to provide connectivity, a pedestrian path is to be installed along the south side of 7th Street to nr nt n minimum, a connection to the adjacent existing sidewalks should be provided Complete. K:\022968-000\Admin\Docs\2023-09-20 Submittal (Final Plat)\_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 6 54. Provide a sight line exhibit at 71'' Street access and show that intersection/driveway sight distances will be met. Add distance triangles for left-urning and right -turning vehicles at the access. Wetlands & Buffers 55. A wetland delineation should be completed and submitted to the Local Government Unit (the City of Monticello) for review and approval. There is a mapped National Wetlands Inventory (NWI) wetland at the east side of the parcel. Complete. Notice of Decision from 2016 (LGU No. 2596-150) approves no wetlands on site. 56. If wetland impacts are proposed, a replacement plan must be submitted to the Citv of Monticello for Wetland Conservation Act (WCA) review Complete, no wetlands onsite. 57. The City has wetland buffer and setback rules that are based on the functional quality of the wetlands. If wetlands are identified on site, wetland buffers and setbacks will be required. Complete, no wetlands onsite. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 612-419-1549 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB ;� L Jim Stremel, P.E. Senior Project Manager K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx � ciTv of Monticello September 27, 2023 PHONE: 763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 11 Monticello, MN 55362 Re: Briggs Companies Request for Development Stage PUD and Rezoning to PUD Planning File: 2023-22 The Building/Fire Department has the following general comments or this project: If the parking garage is not required to have a fire suppression system installed, we may need to install another fire hydrant on the east side of the garage units. Our Fire Chief and our Fire Inspector will need to complete a thorough review of the site plan. Fire Chief will verify if the correct turning radius is used, I believe it is. Please verify the fire suppression system in the residential units to be a NFPA 13 or NFPA 13R. Sincerely, 4e7i A"4'010-� Ron Hackemueller Building Official www.ci.monticello.mn.us From: Cruikshank, Thomas (DOT) To: Hayden Stensaard Cc: Angela Schumann; Peterson. Keith (DOT) Subject: RE: City of Monticello, MN I Application for Preliminary Plat Date: Wednesday, August 16, 2023 10:23:37 AM Attachments: imaae001.Dna image002.pnno Hi Hayden, We would have no substantive concerns with this plat. Only couple of things to pass along are that no stormwater can flow into the ROW — we would like to review any site/development plans when they are presented to the City. Also, if these are developed for residential property we like to see some kind of berming or fencing to mitigate noise from 194. Let me know if you need anything else. Thanks, Tom Cruikshank Principal Planner I District 3 3725 12th Street North, St. Cloud, MN 56303-2107 Phone: (320) 223-6526 1 Cell: (320) 267-9859 Email: thomas.cruikshankPstate.mn.us dm, DEPARTMENT OF IL TRANSPORTATION From: Hayden Stensgard <Hayden.Stensgard@ci.monticello.mn.us> Sent: Thursday, August 10, 2023 12:47 PM To: Cruikshank, Thomas (DOT) <Thomas.Cruikshank@state.mn.us> Cc: Angela Schumann <Angela.Schumann@ci.monticello.mn.us> Subject: City of Monticello, MN I Application for Preliminary Plat This message may be from an external email source. Do not select links or open attachments unless verified. Report all suspicious emails to Minnesota IT Services Security Operations Center. Good afternoon Tom, The City of Monticello received an application for preliminary plat adjacent to State right -of way. Please find the attached for formal review and comment. Thank you, Hayden Stensgard Community & Economic Development Coordinator City of Monticello, MN Direct: 763-271-3206 CITY OF i Mnt 0 CRC 1&.,no Email correspondence to and from the City of Monticello government offices is subject to the Minnesota Government Data Practices Act and may be disclosed to third parties. MINUTES REGULAR MEETING – PLANNING COMMISSION Tuesday, September 5, 2023 – 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Vice Chair Andrew Tapper, Eric Hagen, Melissa Robeck Commissioners Absent: Chair Paul Konsor, Teri Lehner Council Liaison Present: Councilmember Charlotte Gabler Staff Present: Angela Schumann, Steve Grittman, Ron Hackenmueller, Hayden Stensgard 1. General Business A. Call to Order Vice Chair Andrew Tapper called the regular meeting of the Monticello Planning Commission to order at 6:01 p.m. B. Roll Call Mr. Tapper called the roll. C. Consideration of Additional Agenda Items Community Development Director Angela Schumann added an item for discussion related to Mr. Konsor's future role on the Planning Commission given the information on his 2024 schedule conflicts. This item was to be discussed prior to the Community Development Director's report. D. Approval of Agenda ERIC HAGEN MOVED TO APPROVE THE SEPTEMBER 5, 2023 REGULAR MEETING AGENDA. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. E. Approval of Meeting Minutes • Joint Workshop Meeting Minutes—August 1, 2023 ERIC HAGEN MOVED APPROVE THE AUGUST 1, 2023 JOINT WORKSHOP MEETING MINUTES. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. • Regular Meeting Minutes – August 1, 2023 ERIC HAGEN MOVED TO APPROVE THE AUGUST 1, 2023 REGULAR MEETING MINUTES WITH THE PROPOSED REDLINES AS POSTED IN THE AGENDA. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. • Special Meeting Minutes – August 15, 2023 ERIC HAGEN MOVED TO APPROVE THE AUGUST 15, 2023 SPECIAL MEETING MINUTES WITH THE PROPOSED REDLINES AS POSTED IN THE AGENDA. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. F. Citizen Comment None 2. Public Hearings A. Consideration of a request for Preliminary Plat and _Final Plat of Great River Second Addition; Consideration of a request for Development Stage Planned Unit Development (PUD) for a 138 -unit multi -family residential building in the B-3, Highway Business District Applicant: Briggs Companies City Planner Steve Grittman provided an overview of the agenda item to the Planning Commission and the public. This project was one that the City Council and Planning Commission had the opportunity to review in a concept meeting earlier in 2023. The applicant proposed a 138 -unit multi -family building in a phased project on the corner of 7t" Street West and Elm Street. Following review of the application materials submitted, Staff was comfortable proceeding with approval of the preliminary and final plat of the Great River 2nd Addition, subject to the conditions in exhibit z of the staff report. Staff recommended tabling the development stage PUD and rezoning the parcel from B-3, Highway Business District, to Great River PUD, until the clarifications are made for items listed in exhibit y of the staff report. It was Staff's belief that there was not enough information related to the development itself to proceed with the planned unit development portion of the request. In regard to the preliminary and final plat, the proposed plat would create a 6 -acre lot related to the development proposal, along with a 14 -acre outlot. Mr. Tapper asked how the phases of the development would look. How many units are on the first phase, as well as the second phase. Mr. Grittman noted that was something that would need to be clarified by the applicant. Mr. Tapper asked for clarification on the proposed setbacks. Mr. Grittman stated that some of the setbacks can be met per the R-4 zoning district standards, but as part of the PUD request, the applicant is proposing flexibility towards the front yard setback. Eric Hagen asked if it was typical to have parking surround the on-site stormwater infiltration. Mr. Grittman clarified that it is not out of the ordinary. Mr. Hagen asked if there would be any conflict between the proposed trees planted and the retaining wall that is going to be put in place. Mr. Grittman noted that the design laid out for the retaining wall is fairly common and should not conflict with any tree plantings in the vicinity. Mr. Tapper asked if there was sufficient room for a berm along the south property line adjacent to Interstate 94. Mr. Grittman said that is a component of the development design that will need to be clarified by the applicant. Councilmember Charlotte Gabler asked if there was a determination between whether a trail or sidewalk would be installed as part of the platting of the property. Community Development Director Angela Schumann said that the type of pathway along Elm Street and 7t" Street West will be determined by the engineering department working with the development team. Mr. Tapper opened the public hearing portion of the agenda item. Mr. Tapper closed the public hearing portion of the agenda item. ERIC HAGEN MOVED TO ADOPT RESOLUTION NO. PC -2023-25 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR THE GREAT RIVER 2ND ADDITION, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. ERIC HAGEN MOVED TO TABLE ACTION ON RESOLUTION NO. PC -2023-26 FOR ADDITIONAL INFORMATION AS DIRECTED BY THE PLANNING COMMISSION AND AS IDENTIFIED IN EXHIBIT Y. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. ERIC HAGEN MOVED TO TABLE ACTION ON RESOLUTION NO. PC -2023-27 FOR ADDITIONAL INFORMATION AS DIRECTED BY THE PLANNING COMMISSION AND AS IDENTIFIED IN EXHIBIT Y. SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. 3. Regular Agenda NIA 4. Other Business Added Item Ms. Schumann explained that Planning Commission Chair Paul Konsor has informed Staff and the Commission that he will likely miss the winter meetings in 2024, and asked that the Commission consider his future role on it, and whether they would be interested in naming a new chair or even seek a replacement. Mr. Hagen expressed his interest in tabling action on the item, as one of the Planning Commissioners is not present to provide feedback. ANDREW TAPPER MOVED TO TABLE DISCUSSION ON THIS ITEM, UNTIL ALL COMMISSIONERS ARE PRESENT TO PROVIDE NECESSARY FEEDBACK. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. A. Community Development Director's Report Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. 5. Adjournment ERIC HAGEN MOVED TO ADJOURN THE REGULAR MEETING OF THE MONTICELLO PLANNING COMMISSION. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 3-0. MEETING ADJOURNED AT 7:04 P.M. Recorded By: Hayden Stensgard Date Approved: October 3, 2023 ATTEST: An a'Schurfi��kCommunity Development Director City Council Agenda: 10/23/2023 2L. Consideration of adopting Resolution 2023-90 setting a public hearing for November 27, 2023, for the layout approval for the 1-94 Gap Project, State Project 8680-189 Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 10/23/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-90 setting a public hearing for November 27, 2023, for approval of a final layout for State Project 8680-189 on Trunk Highway 94. PREVIOUS ACTION September 25, 2023: The Council previously approved setting the public hearing for October 23, 2023, however, notice requirements were not met. Therefore, the public hearing is being called for November 27, 2023. REFERENCE AND BACKGROUND MNDOT prepared plans to complete State Project 8680-189, Trunk Highway 94 Gap project which would expand TH 94 to 3 lanes in each direction from 0.4 miles west of TH 25 to approximately 0.4 miles east of CSAH 37 in Albertville. The final layout can be viewed by following the link in the letter found in the appendix. Minnesota Statutes 161.164 municipalities are given the opportunity to provide input and approval of the final layout of improvements to the trunk highways. If the municipality disapproves a final layout the Commissioner of the Department of Transportation could chose to not proceed with the project, modify the municipalities request, or refer the final layout to an appeal board where they could recommend approval, make modifications, or recommend disapproval of the final layout. The proposed project includes three lanes for both eastbound and westbound TH 94 with the addition of an additional auxiliary lane westbound TH 94 between the on ramp for CSAH 18, Fenning Avenue, and TH 25. Noise walls are proposed to be installed along the north side of TH 94 just south of the intersection of Haug Avenue and 90th Street west to the Broadway Avenue underpass. Noise walls are also proposed along the south side of TH 94 starting at Freeway Fields to west to the CSAH 18, Fenning Avenue on-ramp. ADA improvements within the TH 94 right-of-way for Broadway Avenue and Fenning Avenue and 7th Street as well as Chelsea Avenue are also included as part of this project. City Council Agenda: 10/23/2023 The project is planned to be bid in February of 2024 with major construction starting in summer of 2024 with construction expected to take 3 years to complete. Two lanes in each direction along TH 94 will be maintained throughout the project and closures to the Fenning Avenue loop ramps onto the interstate are expected to last one-month during construction. Budget Impact: No City costs are expected for this project and the city will continue to maintain Broadway Avenue under the bridge. Major improvements to this area will still be MNDOT's responsibility. II. Staff Workload Impact: Staff time will be spent reviewing and coordinating the project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the resolution. SUPPORTING DATA A. Draft Resolution 2023-90 B. Municipal Consent Letter C. Final Layout plans City of Monticello Wright County, Minnesota RESOLUTION NO. 2023-90 CALLING FOR A PUBLIC HEARING TO RECEIVE COMMENT ON THE 1-94 GAP PROJECT, STATE PROJECT 8680-189 LAYOUT WHEREAS, the Minnesota Department of Transportation notified the City of Monticello of the proposed layout for the 1-94 Gap Project, State Project 8680-189; and WHEREAS, the 1-94 Gap Project will expand 1-94 to three lanes in each direction from 0.4 miles west of TH 25 to approximately 0.4 miles east of CSAH 37 in Albertville; and WHEREAS, the City of Monticello is allowed the opportunity to provide input and approval of the final layout of improvements to the trunk highways . NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The City Clerk shall prepare and publish in the official paper a public notice for persons seeking to provide comment on the 1-94 Gap Project, State Project 8680-189 in the City of Monticello; said notice to be published on October 26, 2023. 2. A public hearing shall be held for persons to provide comment on the 1-94 Gap Project, State Project 8680-189 on the 27th of November, 2023, in the Council Chambers of City Hall at 6:30 p.m. Adopted by the Monticello City Council this 2311 day of October, 2023. Lloyd Hilgart, Mayor /_AaI*II Rachel Leonard, City Administrator District 3 DEPARTMENT OF 7694 Industrial Park Road TRANSPORTATION Baxter, MN 56425-8096 9/8/2023 Rachel Leonard City Administrator City of Monticello 505 Walnut St Monticello, MN 55362 RE: Request for City Approval (Municipal Consent) of the Final Layout for SP 8680-189 Dear Ms. Leonard, MnDOT is proceeding with plans to complete State Project 8680-189, TH 94 Gap project expanding TH 94 to 3 lanes in each direction from approximately 0.4 mile west of TH 25 in Monticello to approximately 0.4 mile east of CSAH 37 in Albertville. In accordance with Minnesota Statute 161.164, 1 am submitting for City approval the project's Final Layout, identified as Layout No. 113, S.P. 8680-189. The layout can be viewed electronically here: https://edocs-public.dot.state.mn.us/edocs public/DMResultSet/download?docld=35456555 In addition, attached are a Title Sheet and Plan View Sheets that depict what the roadway configuration and ADA improvements will look like within the limits of the City of Monticello. The City's approval (municipal consent) is required for this project because it increases highway traffic capacity of TH 94 by adding an additional lane of traffic from west of TH 25 in Monticello to east of CSAH 37 in Albertville. Municipal consent of MnDOT projects is described in Minnesota Statutes 161.162 through 161.167 (attached). Approval or disapproval of the final layout is by resolution of the City Council. (A sample resolution is attached). However, if the City neither approves nor disapproves the final layout within 90 days of the public hearing, the layout is deemed approved (per MN Statute 161.164). The deadlines (per MN Statute 161.164) for the City's responsibilities regarding municipal consent of the attached layout are as follows, based on a submittal date of the final layout to the City of Monticello on 9/11/2023: o Within 15 days of receiving the final layout, schedule a public hearing by 9/26/2023. • Within 60 days of receiving the final layout, conduct the public hearing by 11/10/2023. An Equal Opportunity Employer Page 2 of 3 • Provide at least 30 -days' notice of the public hearing. • Within 90 days of the public hearing, approve or disapprove the layout by resolution. MnDOT will attend the public hearing, virtually or in person, depending on City preference, to present the final layout and answer questions, as required by statute. Project Purpose The purpose of the TH 94 Gap project is to provide a long-term solution for highway users that improves pavement conditions, safety, and freight movement in the region, while increasing traffic mobility on TH 94 between Monticello and Albertville. The project will improve deteriorated pavement conditions while providing lane continuity by connecting the "Gap" of 3 lanes in each direction of TH 94 from west of TH 25 in Monticello to east of CSAH 37 in Albertville. Project Description TH 94 Gap is located between the cities of Monticello and Albertville and entirely within Wright County, MN. The project limits start from approximately 0.4 mi west of TH 25 in Monticello along TH 94 to approximately 0.4 mi east of CSAH 37 in Albertville. The project includes construction of a 3rd general purpose lane on TH 94, primarily by separation of a 54" median barrier, construction of new noise walls, retaining walls, bridge widening and replacement, trail and side street and ADA improvements, ponding and other storm water improvements. Planned Project Schedule TH 94 Gap is planned to be let in February 2024, with major construction starting in summer of 2024. Construction is expected to take 3 years to complete. During construction TH 94 will maintain 2 lanes of traffic in each direction. Most ramp and loop connections will remain open during construction including the TH 25 interchange. However, CSAH 18/Fenning Ave. will have its westbound 1-94 on -loop and eastbound 1-94 off -loop closed for approximately a one-month duration of time where traffic will utilize local road detours. City's Estimated Project Costs Some project costs are the City's responsibility, as detailed in MnDOT's cost participation policy. (See the policy and the Cost Participation and Maintenance with Local Units of Government Manual at MnDOT's this website: http://www.dot.state.mn.us/policy/financial/fm011.htmi). The City of Monticello's total cost participation for SP 8680-189 is estimated to be $0. City's Maintenance Responsibilities An Equal Opportunity Employer Page 3 of 3 MnDOT will own the bridge carrying TH 94 over Broadway Ave and is responsible for all maintenance involving the bridge structure and deck. The City of Monticello will be responsible for the minor maintenance of the sidewalks, roadway, and trails of Broadway Ave under the bridge. Minor maintenance includes snow removal, sweeping, crack repair, and other minor items. Please feel free to contact me if you have any questions about this submittal. Sincerely, Digitally signed by Darren Darren Nelson Nelson Date: 2023.09.08 12:11:57 -05'00' Darren Nelson, PE District 3 Project Development Engineer Darren.nelson@state.mn.us 218.828.5760 Attachments: Link to Final Layout for SP 8680-189, dated 09-12-2022 Title Sheet and Plan View Sheets MN Statutes 161.162 —161.167 Sample City Resolution cc: An Equal Opportunity Employer CONSTRUCT I ON PLAN FOR, GRADING, BITUMINOUS AND CONCRETE SURFACING, RETAINING WALLS,. NOISE WALLS, LIGHTING, TMS, ADA IMPROVEMENTS & BRIDGE. N0.86819, dbon LOCATED ON _ _ _ _ _ TH. 94. - . - . - - . _ FROM .... 0.37 MILES WEST OF TH 25 (MONT I CELLO) . _ - - - TO ....... 0.42 MILES EAST OF CSAR 37 (ALBERTVILLE) STATE PROD. NO..SP 8680-189 (TH 94) GROSS LENGTH..... 50358.95. FEET,.. 9.538, MILES EXISTING BRIDGE 86821 BRIDGES -LENGTH...... 533.59.,FEET ..0.161_ MILES EXCEPTIONS -LENGTH.......... FEET. ........MILES NET LENGTH... _ _ _ _ _ 50359.95..FEET ... MN.MILES EXISTING BRIDGE 86803 EXISTING BRIDGE 86526 REF, POINT..193+00.00.0-.TO REF, POINT, 202+.00,.528 NOTE: LENGTH IS BASED ON EB ALIGNMENT 52 25 EXISTING BRIDGE (CSAH 18) 86530 / EXISTING BRIDGE (WB) 86819 /Iy _ 39..'. MONOJT LLo PROPOSED BRIDGE ( WB) 86819 PoP. t},199 ,r EXISTING BRIDGE (EB) 86820 M RIVER 75 L' .. _ �� _ �:;::::; TH 94 EB STA 877+61.95 BEGIN SP 8680-189 v rlcAdit WARNING: HIGH PRESSURE PIPELINES) NORTHERN NATURAL GAS INDEX MAP SCALE 1250 FT PLAN REVISIONS DATE SHEET N0. APPROVER DESIGN DESIGNATION WB EQUATIONS: TH 94 INDEX MAP SCALE 1250 FT PLAN REVISIONS DATE SHEET N0. APPROVER DESIGN DESIGNATION WB EQUATIONS: TH 94 Design CESALS (35 YEAR) = 99,407,000 ADT (Current Year) 2023 = 64,990 ------ ADT (Future Year) .....M --- _ 80,950 _2043_ DHV (Design Hr Vol) _ _ _ D fDirectionalDistr) _ _ _ _N/A — 50/50% T (Heavy Commercial) FunctionalClossification _ _ _ _13.7 = PRINCIPAL ARTERIAL No.of Traffic Lanes -------------------- — 6 No, of Parking Lanes Shoulder Width = _ _ N/A = 6'-12' Ton Design R -VALUE = X WB Design Speed -_-_-__7.0.---„-,MPH Based on_ STOPPING, Sight Distance Height of eye 3.5' Height of object 2.0' STATION EQUATIONS TH 94 EB EQUATIONS: STA 874+41.068 EB BK = STA 874+59.900 EB AH STA 993+39.627 EB BK = STA 993+06.670 EB AH STA 1279+45.341 EB BK = STA 1295+08.808 EB AH TH 94 WB EQUATIONS: STA 874+91.101 WB BK = STA 875+53.710 WB AH STA 937+99.526 WB BK =STA 937+90.360 WB AH STA STA 1025+09.640 996+83.539 WB WB BK BK = STA = STA 997+08.200 1023+95.430 WB WB AH AH STA 1046+80.373 WB BK = STA 1046+95.250 WB AH STA 1058+50.975 WB BK = STA 1058+53.340 WB AH STA 1222+37.197 WB BK = STA 1222+44.670 WB AH STA 1268+36.488 WB BK = STA 1283+99.962 WB AH STA 1315+94,915 WB BK = STA 1316+00.720 WB AH STA 1341+40.883 WB BK = STA 1341+52.660 WB AH STA 1370+39.950 WB BK = STA 1370+08.511 WB AH STA 1412+60.046 WB BK = STA 1412+85.980 WB AH PROJECT LOCATION COUNTY: WRiGHT DISTRICT: 3 STATE PROD. N0. 8680 -189 ---------------- CHARGE IDENTIFIER SP 8680-189 (TH 94 = 394) FED. PROJ. N0. ... �)IA_IL rUNuS ...................._.-.__.. GOVERNING SPECIFICATIONS THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL GOVERN. INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 - 6 GENERAL LAYOUT 7 - 15 ESTIMATED QUANTITIES 16 - 27 QUANTITY TABULATIONS 28 - 33 EARTHWORK TABULATIONS 34 - 35 CONSTRUCTION NOTES & STANDARD PLATES 36 - 77 INPLACE UTILITY PLAN 78 - 89 TYPICAL SECTIONS 90 - 91 MISCELLANEOUS DETAILS 92 - 190 STANDARD PLANS 191 - 203 ALIGNMENT PLAN & TABULATIONS 204 - 246 INPLACE TOPOGRAPHY & REMOVAL PLANS 247 BUILDING REMOVAL PLAN 248 - 290 CONSTRUCTION PLAN 291 - 296 INTERSECTION DETAILS 297 - 300 PEDESTRIAN RAMP DETAILS 301 - 346 TRAFFIC BARRIER PLAN 347 - 389 CONCRETE PAVING PLAN 390 - 416 PROFILES 417 - 442 SUPERELEVATION PLAN 443 - 445 RETAINING WALL PLAN 446 - 464 NOISE WALL PLAN 465 - 482 APPROACH PANEL PLANS 483 - 526 DRAINAGE PLAN 527 - 561 DRAINAGE PROFILES AND TABULATIONS 562 - 566 POND DETAILS 567 - 574 DRAINAGE DETAILS 575 - 578 STORM WATER POLLUTION PREVENTION PLAN 579 - 622 EROSION CONTROL & TURF ESTABLISHMENT 623 - 733 TEMPORARY CONSTRUCTION PLAN 734 - 957 CONSTRUCTION STAGING & TRAFFIC CONTROL PLAN 958 - 1049 SIGNING PLAN 1050 - 1100 PAVEMENT MARKING PLAN 1101 - 1151 LIGHTING PLAN 1152 - 1163 TRAFFIC CONTROL SIGNAL SYSTEM SZi - SZ77 TRAFFIC MANAGEMENT SYSTEMS PLAN X1 - X4 CROSS SECTIONS MATCH LINE LAYOUT X1 - X326 CROSS SECTIONS - TH 94 THIS PLAN CONTAINS.1�74 SHEETS THEREBY CERTIFY THAT THIS PLAN WAS PREPARED DY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.NIL PRINT NAME:.-DAO_SOSA,PE----- _ _ .... LICENSE "------- 49048......... /22/2023___. SIGNATURE: ----- _ ...... DESIGN SQUAD _ _ _ _M. NELSON. OSTROWSKI,_C._ KOCHMANN, J._GRESH, D. KIEFFER.. _ - _ .. RECOMMENDED RECOMMENDED FOR APPROVAL........................................20_______ DISTRICT TRANSPORTATION ENGINEER FOR APPROVAL ....._ _ ________________________________20____ _ _ DISTRICT MATERIALS ENGINEER RECOMMENDED FOR APPROVAL........................................20....... DISTRICT WATER RESOURCES/HYDRAULICS ENGINEER RECOMMENDED FOR APPROVAL ----------_.___..-- 20..._... DISTRICT TRAFFIC ENGINEER RECOMMENDED FOR APPROVAL ............ _-------------- _ _ __ _ ___. _ 20...____ STATE PRE -LETTING ENGINEER DIRECTOR. LAND MANAGEMENT APPROVED----------- 20- — . — ------------------------ — ----------- — ----- SHEET N0. 1 OF 1163 SHEETS J Q � \ a a = C \ \ 00 00 w Ln D D c c r – ao 00 w D \ ---- ---___A }4:bLn u In --- o 0 0 0 0----- o 0 0 x--xc—----�c�---xe xc-----x--- C xc ---- xe— I r— SEE CONCRETE PAVING PLAN FOR MORE INFORMATION BEGIN CONSTRUCTION ON PANEL WIDTHS AT RAMPS 288 TH 94 WB STA 878+69.29 +89.3 -------------- ---- -- r 1r.65fw+14.3--------------- +14.1 1:50 1 I 6 F INP 12' THRU —L– I I 6 I I --► INP12'THRU I INP12'THRU BEGIN SP 8680-189 TH 94 EB STA 877+61.95 --► 12' DECEL LANE - 300' 1:20 t+67.9 IU CONCRETE CURB & --I 94E8-----------� J GUTTER DESIGN i D424 xc - xs- "r-- ----- °---- ----- - o o V o -- _—_____________________ 11. DRAWN BY: $DW NB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED DESIGNED BY: MAN -0 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER CHECKED BY: MAN -0 UNDER THE LAWS OFTHE STATE OF MINNESOTA. SIGNATURE: PRINTED NAME: MICHAEL NELSON-OSTROWSKI DATE: 7/22/2023 LIC. NO. 56160 01 CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER LEGEND — INPLACE PAVEMENT PROPOSED CONSTRUCTION --� DIRECTION OF TRAFFIC �� RETAINING WALL — CONSTRUCTION LIMITS -�`— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY — - - - — EXISTING R/W — o ACCESS CONTROL LINE TEMPORARY EASEMENT MINNESOTA DEPARTMENT OF TRANSPORTATION WS� TH 94 GAP PROJECT MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN TH 94 -STA 877+61.95 EB TO STA 885+00 EB a SCALE IN FEET SECTION KEY MAP 289 *-- INP 12 THRU I 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256ammA 255 254 253 252 — 251 250 249 248 :SAH 37 SAH 19 MnROAD LOOP SAH 75 TH 25 STATE PROJECT 8680-189 (TH 94) Sheet No. 248 of 1163 Sheets ti W W a v v c �a a .W v 0 �00 Oca N00 uj m ti c v co c Nn N N Q ti 4 Q Ei xc �TH25 RAMP 2 XC i i ° 0 0 -----'_—///^\��- ----�—+14.4,---�—��---------'_'— _� '� 0 END CONSTRUCTION TH 25 RAMP 2 STA 17+85.01 ' ZQ ---- 1:50 -------- ------ ==-RSL— IIIIIID will -------------- -------- � ---------------------------------------- �--- 12'-16' THRU 10' SHLD 5 12'THRU 890 99.3 �-- 12'THRU 895 f— INP 12'THRU �- INP 12'THRU INP 10'-11" SHLD r, $ INP 10'-11" SHLD 95 —► INP 12'THRU +38.0 _ _ _ _ --► INP 12'THRU _ _ _ _ _ _ --1 INP 12' THRU 10'SHLD -- ------------------------------ gTH94EB V----------------------—' ------------ —__ CONCRETE CURB DESIGN D424 & GU7jER xc END COIL \ _ xc �� \ — — — — I TH 25 RAM ISTA 29+46.05` ° (lf25rRAMP 1 \ TH25 LOOP 1 1l� y 0 LEGEND Q1 CONCRETE APPROACH NOSE INPLACE PAVEMENT STANDARD PLATE 7113 PROPOSED CONSTRUCTION Q2 10' CURB TRANSITION - ► DIRECTION OF TRAFFIC Q3 CONCRETE MEDIAN BARRIER �— RETAINING WALL - - - - - - CONSTRUCTION LIMITS -`— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY — - - - — EXISTING R/W - o ACCESS CONTROL LINE TEMPORARY EASEMENT DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT sIGNA7uRE: '^ DESIGNED BY: MAN -0 I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-OSTROW6KI \ A /C r l T H 9 4 GAP P R O J E C T CHECKEDBY: MAN -0 UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 7/zz/2o23 LIC. NO. 56160 VVJh..JJ MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES m 0 0 ho rn� � N F - Q w Lu �n Z w J w IU— Q 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN TH 94 -STA 885+00 EB TO STA 897+00 EB SCALE IN FEET 50 100 SECTION KEY MAP 289 288 287 286 285 284 283 282 281 280 279 278 277 276 275 274 273 272 271 270 269 268 267 266 265 264 263 262 261 260 259 258 257 256 255 254 253 252 251 250 249 248 2 tid :SAH 37 SAH 19 MnROAD LOOP :SAH 75 :SAH l8 STATE PROJECT 8680-189 (TH 94) Sheet No. 249 of 1163 Sheets a IQ Q) Q) h 4 U (3)I ao H W W a a Q) c �a a h v 0 C "I N NLLJ v) — id � a c .c M U 0 0 N N DRAWN BY: W DESIGNED BY: I`IZCHECKED BY: m� N W F - w FQ- xV) nw w z W J N x U Q TH 94 I \ 7\ \ \ �X�✓ \ 1 _ o c (�TH25RAMP 2 ' I \\ \Io \ 1 \ N 1 INP SIGNAL `��\\ \ I I I �ICLTH25 RAMP 4 ` I � \ BEGIN CONSTRUCTION I Lu \ TH 25 RAMP 4 STA 38+91.93 I I \ \ lNp q, sH�¢ - - p"~ ��-----------------------------��TH 94 WB � �''.i--------.moi ------ ��----===-z----- 0 INP 12' THRUr-1 N / co I �- INP12'THRU � 0cz) INP 10'-11" SHLD Q w LU 905 INP 10'-11" SHLD 9 w N I I� -► INP 12'THRU Zw --► INP 12' THRU _vi I - - - - - - - - - - - - - --► INP12'THRU u lO' SHLD Q I INP 14' THRU -► 3' INP SHLD TH 94 EB --► INP 14' THRU ---- - - - - - - - - - - - - - - - I �I INP4'SHLD_------------ ---- I / 1 _1 � u '� _ ----- I / INP 16THR _--__-------- I I I BIRCH DITCH GRADING / 'Sam INR - - - - - T - l\ BOTTOM = 941.20 0 /moi I ��ti35 CAMP 3 0 k I \ 0 a I I r r � Xc /XL i/ $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MAN -0 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER MAN -0 UNDERTHE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: PRINTED NAME: MICHAEL NEl50N-OSTROWSKI DATE: 7/22/2023 LIC. NO. 56160 Q1 CONCRETE APPROACH NOSE STANDARD PLATE 7113 02 10' CURB TRANSITION 0 CONCRETE MEDIAN BARRIER LEGEND — INPLACE PAVEMENT PROPOSED CONSTRUCTION --► DIRECTION OF TRAFFIC 0 --�- RETAINING WALL - - - - - - CONSTRUCTION LIMITS -- WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY - - - - - EXISTING R/W - o ACCESS CONTROL LINE - TEMPORARY EASEMENT MINNESOTA DEPARTMENT OF TRANSPORTATII WS� TH 94 GAP PROJECT MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN TH 94 -STA 897+00 EB TO STA 910+00 EB SCA LE IN FEET 0 50 100 SECTION KEY MAP 289 288 287 - 266 285 284 283 282 - 281 280 279 278. 277 - 276 275 274 2 273 272 - 271 270 269 268 267 - 266 265 264 263 262 - 261 260 259 258 257 - 256 255 254 253 252 - 251 250 249 248 :SAH 37 :SAH 19 MnROAD LOOP ;SAH 75 ;SAH l8 TH 25 STATE PROJECT 8680-189 (TH 94) Sheet No. 250 of 1163 Sheets a +`u v a 41 U 0)I 00 ti 00 koa qj m Q) C: m a SZN 0 �00 a � oQa Nco C6 o Qj � v h ,C +`O U O O N N N 4i W J Q i h T 0 L7 0 0 0 BEGIN CONSTRUCTION I-- CETH25 EB ENTRANCE TH 25 EB ENTRANCE STA 21+33.65 Y.0 XG )' C- icc - Cr—�-a ---- —xc: o 0 0 0 I - -- I ❑ \ I I \\ _ -\4-�\ dD 1 \ \I \ OOMH \ \ \\ /\ I \\ \ I I 000 7� ® \\ \ \\ \\ c Q CONCRETE APPROACH NOSE STANDARD PLATE 7113 02 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER LEGEND INPLACE PAVEMENT — PROPOSED CONSTRUCTION —� DIRECTION OF TRAFFIC NOTES ��� RETAINING WALL 1. ALL DIMENSIONS ARE TRAVELED LANE - - - - CONSTRUCTION LIMITS WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. �`— WETLAND DELINEATION - 2. SEE INTERSECTION DETAILS PLAN FOR AREA OF ENVIRONMENTAL ADDITIONAL INFORMATION AT ROADWAY SENSITIVITY INTERSECTIONS. — - - - — EXISTING R/W - 0 ACCESS CONTROL LINE 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT TEMPORARY EASEMENT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. m 0 0 m `� N � � N t - w v~i = w �n Z w J h x U Q SCALE IN FEET 0 50 100 SECTION KEY MAP z89 ,d 288 287 CSAH 37 286 285 284 CSAH 19 283 282 281 280 279 27B 277 276 275 MnROAD 274 290 LOOP 273 272 271 270 269 268 267 266 265 264 263 262 — 261 260 259 258 CSAH 75 257 — 256 CSAH 18 255 254 253 252 251 TH 25 250 249 248 DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHIssHEErwASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION STATE PROJECT 8680-189 (TH 94) BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 51GNAiDRE: CONSTRUCTION PLAN DESIGNEDBY: MAN -0 IAMADULYLICENSEDPROFESSIONALENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSKI � /� /Sb TH 94 GAP PROJECT TH 94 -STA 910+00 EB TO STA 923+00 EB Sheet No• 251 of 1163 Sheets CHECKED BY: MAN -O UNDER THE LAWS OF THE STATE OF MINNESOTA. onrE: 7/22/2023 LIc.No. 56160 �/�/ �.l MONTICELLO TO ALBERTVILLE, MINNESOTA 4•- 12' AUX p 915 920 �-m INP12'THRU +27.5 4— INP 12' THRU �-- INP 12' THRU INP 10'-11" SHLD p 915 920 INP 10'-11" SHLD —► INP12'THRU --► INP12'THRU --1 12'THRU --► 12' ACCEL LANE - 700' �TH94E6 ---- --------------------- ------------ BEGIN CONSTRUCTION I-- CETH25 EB ENTRANCE TH 25 EB ENTRANCE STA 21+33.65 Y.0 XG )' C- icc - Cr—�-a ---- —xc: o 0 0 0 I - -- I ❑ \ I I \\ _ -\4-�\ dD 1 \ \I \ OOMH \ \ \\ /\ I \\ \ I I 000 7� ® \\ \ \\ \\ c Q CONCRETE APPROACH NOSE STANDARD PLATE 7113 02 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER LEGEND INPLACE PAVEMENT — PROPOSED CONSTRUCTION —� DIRECTION OF TRAFFIC NOTES ��� RETAINING WALL 1. ALL DIMENSIONS ARE TRAVELED LANE - - - - CONSTRUCTION LIMITS WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. �`— WETLAND DELINEATION - 2. SEE INTERSECTION DETAILS PLAN FOR AREA OF ENVIRONMENTAL ADDITIONAL INFORMATION AT ROADWAY SENSITIVITY INTERSECTIONS. — - - - — EXISTING R/W - 0 ACCESS CONTROL LINE 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT TEMPORARY EASEMENT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. m 0 0 m `� N � � N t - w v~i = w �n Z w J h x U Q SCALE IN FEET 0 50 100 SECTION KEY MAP z89 ,d 288 287 CSAH 37 286 285 284 CSAH 19 283 282 281 280 279 27B 277 276 275 MnROAD 274 290 LOOP 273 272 271 270 269 268 267 266 265 264 263 262 — 261 260 259 258 CSAH 75 257 — 256 CSAH 18 255 254 253 252 251 TH 25 250 249 248 DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHIssHEErwASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION STATE PROJECT 8680-189 (TH 94) BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 51GNAiDRE: CONSTRUCTION PLAN DESIGNEDBY: MAN -0 IAMADULYLICENSEDPROFESSIONALENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSKI � /� /Sb TH 94 GAP PROJECT TH 94 -STA 910+00 EB TO STA 923+00 EB Sheet No• 251 of 1163 Sheets CHECKED BY: MAN -O UNDER THE LAWS OF THE STATE OF MINNESOTA. onrE: 7/22/2023 LIc.No. 56160 �/�/ �.l MONTICELLO TO ALBERTVILLE, MINNESOTA J Q TH 94 �(C � xC—=�- 0xc - '- T I 0 0 0 0 Fee) rZ 0 DRAWN BY: SDWNB I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED SIGNATURE: DESIGNED BY: MAN -O BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NEISON-OSTROW6KI CHECKED BY: MAN -O UNDER THE LAWS OFTHE STATE OF MINNESOTA. oAiE: 7/zz/zoz3 LIC. No. 56160 01 CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION O3 CONCRETE MEDIAN BARRIER `� � • \ puMH LEGEND INPLACE PAVEMENT PROPOSED CONSTRUCTION --� DIRECTION OF TRAFFIC xE— I ice' I I w� ��r RETAINING WALL — — — — CONSTRUCTION LIMITS - — WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY — - - - — EXISTING R/W — o ACCESS CONTROL LINE TEMPORARY EASEMENT MINNESOTA DEPARTMENT OF TRANSPORTATION Wch TH 94 GAP PROJECT Jt.J MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITI BARRIER ONAL DETAILS ABOUT MEDIAN . CONSTRUCTION PLAN TH 94 —STA 923+00 EB TO STA 935+00 EB SCALE IN FEET SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 :SAH 37 :SAH 19 IAnROAD LOOP SAH 75 :SAH 18 TH 25 STATE PROJECT 8680-189 (TH 94) Sheet No. 252 of 1163 Sheets 0 0 0 Goo 0000 0 0 --- F xe 41 DRAWN BY: $DWNB I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED SIGNATURE: DESIGNED BY: MAN -0 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-osrRow6Ki CHECKED BY: MAN -0 UNDER THE LAWS OF THE STATE OF MINNESOTA. pg7E: 7/zz/zozs LIC. NO. 56160 Q1 CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER 0 I I \_ SCALE IN FEET F 7TM cT 0 SO 100 LEGEND — INPLACE PAVEMENT PROPOSED CONSTRUCTION --� DIRECTION OF TRAFFIC �� RETAINING WALL — — — — — — CONSTRUCTION LIMITS - �`— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY — - - - — EXISTING R/W — o ACCESS CONTROL LINE — TEMPORARY EASEMENT MINNESOTA DEPARTMENT OF TRANSPORTATION WSb TH 94 GAP PROJECT MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN TH 94 -STA 935+00 EB TO STA 947+00 EB SECTION KEY MAP 289 288 287 286 285 284 283 282 281 280 279 278 277 276 275 274 273 272 271 270 269 268 267 266 265 264 263 262 261 260 259 258 257 256 255 254 253 252 251 250 249 248 E !3� :SAH 37 :SAH 19 MnROAD LOOP ;SAH 75 ;SAH 18 STATE PROJECT 8680-189 (TH 94) Sheet No. 253 of 1163 Sheets C a Q) Q) 4 U �I W H O a U Qj m v c a H v 0 a� Qj 0 N � !� C U O O N � N •. W DRAWN BY: W DESIGNED BY: J Ii CHECKED BY: O a /c' 0\: E�N c 0 OUM. r• Lu cn:c 12' AUX - - - - - - - - - - - - - - - - - - - - - - - - - - - .— _INP 12' THRU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 - - - - - - - - - �- INP 12' THRU �-- INP 12' THRU INP 10'-11" SHLD 95 INP 10'-11" SHLD 955 91 —► INP 12' THRU � INP 12' THRU --► 12'THRU ------- ----------------------------------10'SHLD------ ------- 94 EB ---------------_ G I— I I I I I I $DW NB I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIGNATURE; - MAN -0 I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MAN -0 UNDER THE LAWS OFTHE STATE OF MINNESOTA. oATE: MICHAEL NEISON-OSTROWSKI LIC. NO. 56160 I: (1� CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER LEGEND — INPLACE PAVEMENT — PROPOSED CONSTRUCTION --� DIRECTION OF TRAFFIC C ---��� RETAINING WALL - CONSTRUCTION LIMITS -'�— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY EXISTING R/W - o ACCESS CONTROL LINE TEMPORARY EASEMENT MINNESOTA DEPARTMENT Of TRANSPORTATION WS� TH 94 GAP PROJECT MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN TH 94 -STA 947+00 EB TO STA 960+00 EB m Lu 0 0 o "� LD � N F- Qw w �n Z w J � X U SCALE IN FEET 0 50 100 SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 :SAH l9 MnROAD LOOP SAH 75 SAH 18 TH 25 STATE PROJECT 8680-189 (TH 94) Sheet No. 254 of 1163 Sheets TH 94 � of I I 1 (Ono 3 \ E7TH ST —____---- — �� OM�--0 -----------oUM------------- p�+K--_-------� 00 —0 0 0 -------- ------ o n---------�— _ ° _ ---xc x XC XC xe - I I `------------------------------- BEGINCONSTRUCTION:— J- - - - - - - - - - - - - - - - - - - - - - - - - -- - - [9 xc -=Xc ---=X� - - �--- xs ---Xs -0 0 0 0 0 0 0 0 Q1 CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER 0 0 0 LEGEND INPLACE PAVEMENT --��� RETAINING WALL — PROPOSED CONSTRUCTION — — — — — — CONSTRUCTION LIMITS --i DIRECTION OF TRAFFIC _— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY — EXISTING R/W — ° ACCESS CONTROL LINE — TEMPORARY EASEMENT NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. SCALE IN FEET SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 273 272 — 271 270 269 266 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 SAH 37 SAH 19 MnROAD LOOP :SAH 75 :SAH 16 TH 25 DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT Of TRANSPORTATION STATE PROJECT 8680-189 (TH 94) BYMEORUNDERMYDIRECTSUPERVISIONANDTHAT S'�NATURE: CONSTRUCTION PLAN DESIGNED BY: MAN -0 IAMADULYLICENSEDPROFESSIONALENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSKI \ A /C� �" l TH 94 GAP PROJECT TH 94 -STA 960+00 EB TO STA 973+00 EB Sheet No. 255 Of 1163 Sheets CHECKED BY: MAN -0 UNDER THE LAWSOFTHESTATEOFMINNESOTA. °A7E: 7/zz/zoz3 uc.No. 56160 V V Jt..J MONTICELLO TO ALBERTVILLE, MINNESOTA �- 12' AUX p - - - - - - _ 965 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 970_ _ _ _ - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ INP 12' THRU_ _ �• INP 12' THRU _ - - �- INP12'THRU 3 10'-11" SHLD p 70 10'-11" SHLD --► INP 12' THRU -i INP 12' THRU —► 12'THRU 10'SHLD _ _ - - - [9 xc -=Xc ---=X� - - �--- xs ---Xs -0 0 0 0 0 0 0 0 Q1 CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER 0 0 0 LEGEND INPLACE PAVEMENT --��� RETAINING WALL — PROPOSED CONSTRUCTION — — — — — — CONSTRUCTION LIMITS --i DIRECTION OF TRAFFIC _— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY — EXISTING R/W — ° ACCESS CONTROL LINE — TEMPORARY EASEMENT NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. SCALE IN FEET SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 273 272 — 271 270 269 266 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 SAH 37 SAH 19 MnROAD LOOP :SAH 75 :SAH 16 TH 25 DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT Of TRANSPORTATION STATE PROJECT 8680-189 (TH 94) BYMEORUNDERMYDIRECTSUPERVISIONANDTHAT S'�NATURE: CONSTRUCTION PLAN DESIGNED BY: MAN -0 IAMADULYLICENSEDPROFESSIONALENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSKI \ A /C� �" l TH 94 GAP PROJECT TH 94 -STA 960+00 EB TO STA 973+00 EB Sheet No. 255 Of 1163 Sheets CHECKED BY: MAN -0 UNDER THE LAWSOFTHESTATEOFMINNESOTA. °A7E: 7/zz/zoz3 uc.No. 56160 V V Jt..J MONTICELLO TO ALBERTVILLE, MINNESOTA m a IQ Qi a 4 U 11 H 00 U 00 a Q) c �a a EZ bio Q, 0 �00 C "I 0 H� Noou a ti c v o �o N � N N 4i n DRAWN BY: W DESIGNED BY: CHECKED BY: m 0 0 �+ Nm N � F- wQ w F- xN nw wz N J x U i .qty!,/ TH 94 BEGIN CONSTRUCTIO 1 \ c \ CSAH 18 LOOP 2 STA 27+88.66 / / I \ cJ \ fb �CSAH 18LgOP2 / 7 SCALE IN FEET \ \ CHESTNUT (INFILTRATION) BOTTOM = 934.00 HWL = 940.32 ,:p C �\ BEGIN CONSTRUCTION �/ w6 2c \ p \ TH 94 WB STA 979+03.82 /a �\ uvuwrvolnU�iivry ------------------=— ------------- Lu F- ------� -------------- - �-- 4+- 4-- �-- _ ___���� \ -- \ STH VSB \\\ ---- --- ----- -- --- -- 12'AUX \ INP 12' THRU 98O INP 12' THRU _ _ _ INP 12' THRU \ BEGIN CONSTRUCTION ---- TH 94 WB STA 980+53.171 ------------------ - 9 f _ - 975 - - - 10'-11" SHLD 3 INP INP I- 10-11 - - 9 10'-11" SHLD 975 --1 INP 12'THRU --► INP12'THRU \ --► 12'THRU \ \ +26.7 s +U.L_-- ------ G TH *§rEN +4z—a .1:20---�azL_--------- -► 12' DECEL LANE - 460' - - - \ \-----�-- �------- ---� i-----------—--RF(:IN (YINCTRIIfTI(1N _ - - R� - - - - - FNI�E(3kSiR{1�T10I1�' Q1 CONCRETE APPROACH NOSE STANDARD PLATE 7113 02 10' CURB TRANSITION 3Q CONCRETE MEDIAN BARRIER \ TH 94 EB STA 982+94.71 vy \ -e \ LEGEND INPLACE PAVEMENT PROPOSED CONSTRUCTION --► DIRECTION OF TRAFFIC TH94EBSTA983+54.71 BEGIN CONSTRUCTION \ CSAH 18 LOOP 3 STA 44+40.51 \ \ �CSAH 18 LOOP 3 \ 1 \ N 0 n v i �— RETAINING WALL — — — — — — CONSTRUCTION LIMITS -— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY EXISTING R/W — o ACCESS CONTROL LINE TEMPORARY EASEMENT NOTES 1 i 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARR�MENT OF TRANSPORTATION BYMEORUNDERMYDIRECTSUPERVISIONANDTHAT SIGNATURE: CONSTRUCTION PLAN MAN -0 ws� TH 94 GAP PROJECT I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NEIsoN-osrRowSKI MAN -0 UNDER THE LAWSOFTHESTATEOFMINNESOTA. oA7E: 7/2z/2o23 LIc.No. s6i6o - MONTICELLO TO ALBERTVILLE, MINNESOTA TH 94 -STA 973+00 EB TO STA 985+00 EB 100 SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 z74 z 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 SAH 37 SAH l9 y(nROAD LOOP :SAH 75 SAH l8 TH 25 STATE PROJECT 8680-189 (TH 94) Sheet No. 256 of 1163 Sheets O4 \ \ I DOGWOOD (INFILTRATION) I BOTTOM = 934.00 I HWL = 940.32 I N S ) _--- � BEGIN CONSTRUCTION - `H �8 RAMP C STA 23+85.50 �CSAH 18 RAMP C \ 1 STH 94 WB 1 TH 94 CI _� SCALE IN FEET / �.1 — — ---------------moi INP � --_—_ �► INP 1' — — _ _ �► 12' TH ----JOSH STH 94 EB' ---- _� i i i i �CSAH 18 RAMP D BEGIN CONSTRUCTION �\ CSAH 18 RAMP D�STA� PROPOSED NOISE WALL I (SEE NOISE WALL PLANS) Q1 CONCRETE APPROACH NOSE STANDARD PLATE 7113 02 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER LEGEND — INPLACE PAVEMENT — PROPOSED CONSTRUCTION ---► DIRECTION OF TRAFFIC 0 w ? 0 ®u +`all PROPOSED PRECAST MODULAR n 4\ BLOCK RETAINING WALL (SEE RETAINING WALL PLANS) X n / � ��r RETAINING WALL — — — — CONSTRUCTION LIMITS - �`— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY — - - - — EXISTING R/W — o ACCESS CONTROL LINE TEMPORARY EASEMENT NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4, SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER.LAN Cr] SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 :SAH 37 ;SAH 19 MnROAD LOOP :SAH 75 :SAH 18 TH 25 DRAWN BY: $DW NB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION STATE PROJECT 8680-189 (TH 94) SIGNATURE; DESIGNED BY: MAN -0 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAELNEtSON-oSTROWSKI \ /� /C T H 9 4 G A P P R O J E C T CHECKED BY: MAN -0 UNDER THE LAWSOFTHESTATEOFMINNESOTA. DATE: 7/zz/zoz3 LIC. No. 56160 V V J MONTICELLO TO ALBERTVILLE, MINNESOTA TH 94 -STA 985+00 EB TO STA 997+00 EB Sheet N0. 257 Of 1163 Sheets ° 00 \ SEE INTERSECTION DETAILS FOR WORK ON BROADWAY 6p0 !y6 9a SEE BRIDGE 86819 PROPOSED NOISE WALL 0 APPROACH PANEL PLAN BEGIN FULL CONSTRUCTION (SEE NOISE WALL PLANS) 0` WB STA 1001+70.61 SCALE IN FEET V) FULL RECO UCTION\ \ �. -- 0 50 100 +47.6 + ° ♦ i� +03.1 -------------- ___ - �\ -- --� --- 1:6, -- -- JTJ-)_94WB -- -- --------- - - - +83.1 SECTION KEY MAP Z P�� 289 �d ------- EXISTING AND PROPOSED 1001 ��\ 288 m+5s.8 co BR 86819 - - - 287 CSAH 37 -- - - 0 1'6 +74.5 (SEE BRIDGE PLANS) 286 �+ i '�� �� _ 285 N� -- ------ i i 284 CSAH 19 wQ - ♦\� �� i 283 =tF �� �� I BEGIN CONSTRUCTION 282 w z I TH 94 EB STA 1003+96.634 12,T 281 vix ----- \� - \-'---- ----- _ I ~ 12, THRU 280 279 __- ----- _ IOSTHRU 278 HlO o0 277 EXISTING BR 86820 - - _ , ` o276 C) 275 _ - --- --� ---- - -- �ti 274 290 MD LOOP -.�. \ _ _--__- hQ� 273 1:25 \ ENlO'CONSTRUCTION � _ _ \ +01.6 j TH 94 EB $TA 999+84.91 0 �� - Z 272 / �\� �\ �fTH94EB --�\ ti I�sllvpH[D�, =�u 271 270 0 0 0 / xc— o -- 0 \� \ ��� IN 12 THRU �V 269 10 THRUHRU �Q 268 // // / H 267 :�U ®u 9 ROPUSDNOISEQLLI I �O / / xc 0 266 (SEE NOISE WALL PLANS) // / �� 494 `xc `���\ 265 O \ 264 PROPOSED PRECAST MODULAR / / _, y / �'qy \ 263 IQ BLOCK RETAINING WALL / / �� 9LF \ P62 Q (SEE RETAINING WALL PLANS) // / / // ��\ ��\ ° '�E 261 260 259 0 256 CSAH 75 257 — / 256 CSAH 18 °p h` 255 / /� �\ �\ 2 254 U / y 253 +� 1� 252 QjOUMH \ 251 TH 25 250 m +° 249 /� i� ��\\ \\ �. �� 248 .0 H LEGEND NOTES Q1 CONCRETE APPROACH NOSE INPLACE PAVEMENT -- RETAINING WALL 1. ALL DIMENSIONS ARE TRAVELED LANE STANDARD PLATE 7113 WIDTHS. FOR PAVING WIDTHS SEE o PROPOSED CONSTRUCTION — — — _ - - CONSTRUCTION LIMITS CONCRETE PAVING PLANS. ~ t�2 10' CURB TRANSITION --i DIRECTION OF TRAFFIC rico WETLAND DELINEATION - N _ AREA OF ENVIRONMENTAL 2. SEE INTERSECTION DETAILS PLAN FOR O3 CONCRETE MEDIAN BARRIER SENSITIVITY ADDITIONAL INFORMATION AT ROADWAY W o INTERSECTIONS. c — - - - — EXISTING R/W 3. SEE PEDESTRIAN RAMP DETAILS FOR o ACCESS CONTROL LINE — TEMPORARY EASEMENT PEDESMATION ABOUT TRIAN RAMPg h 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN No BARRIER. \ 4 DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION STATE PROJECT 8680-189 (TH 94) Q BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIGNATURE: CONSTRUCTION PLAN W DESIGNED BY: MAN-0 WSb TH 94 GAP PROJECT AMA DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-06TROW6KI V V .7 Qo UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 7/zz/zoza LIC. NO. 56160 MONTICELLO TO ALBERTVILLE, MINNESOTA TH 94 - STA 997+00 EB TO STA 1009+00 EB Sheet No. 258 Of 1163 $ eets CHECKED BY: MAN -0 m v ti 4 U �I ti 0 U Q) Q) a C CIL, b v 0 C "I H� N � cu o ar ti .c U O O N � N N 4i Z DRAWN BY: 4 W DESIGNED BY: J CHECKED BY: 1 0Pb ED NOISE WALL O (Su NOISE WALL PLAN$} ' TH 94 , xc rl rl rr , , / rr- Mnw_ O � $DWNBYj IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MAN -0 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER MAN -0 UNDERTHE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: PRINTED NAME: MICHAEL NELSON-OSTROWSKI DATE: 7/22/2023 LIC. NO. 56160 Q CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER LEGEND INPLACE PAVEMENT — PROPOSED CONSTRUCTION --► DIRECTION OF TRAFFIC Q �— RETAINING WALL — — — — — — CONSTRUCTION LIMITS —'`— WETLAND DELINEATION — AREA OF ENVIRONMENTAL SENSITIVITY — — — — — EXISTING R/W — o ACCESS CONTROL LINE TEMPORARY EASEMENT MINNESOTA DEPARTMENT OF TRANSPORTATION WSb TH 94 GAP PROJECT MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN STATE PROJECT TH 94 -STA 1009+00 EB TO STA 1021+00 EB SCALE IN FEET SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 ,d SAH 37 SAH 19 dnROAD LOOP SAH 75 SAH 18 TH 25 8680-189 (TH 94) Sheet No. 259 of 1163 Sheets m a ti N• O4 N � wV Ll w Ln L 12 BEGIN CONSTRUCTION) TH 94 EB STA 1023+20.33 TH 94 J � I I � I I I to v� m D D c ul W oLo W Ln A W II O O O O J PROPOSED NOISE WALL 0 (SEE NOISE WALL PLANS) f-- 12' THRU RAISED CONC MEDIAN THRU THRU STH 94 WB 0 V SCALE IN FEET V _Vr 0 50 100 CONCRETE CURB &GUTTER �-DESIGN D424 �- C•7 C \ ---- --------------------- -----C M94 EB / \ 0 0 yl 0 NSN1P O 1\CE1COjOW M _.,T�CEv�O _ SF RP\�ROPO Q1 CONCRETE APPROACH NOSE STANDARD PLATE 7113 02 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER / o LEGEND — INPLACE PAVEMENT — PROPOSED CONSTRUCTION •--� DIRECTION OF TRAFFIC ��� RETAINING WALL - - - - - - CONSTRUCTION LIMITS -— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY EXISTING R/W - o ACCESS CONTROL LINE TEMPORARY EASEMENT DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIGNATURE: I^ DESIGNED BY: MAN -0 I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSKI \ A /C (' l T H 9 4 GAP P R O J E C T CHECKEDBY: MAN -0 UNDER THE LAWSOFTHESTATEOFMINNESOTA. DATE: 7/22/2023 Dc. No. 56160 vvJtt JJ MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN TH 94 -STA 1021+00 EB TO STA 1033+00 EB SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 26] 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 y� :SAH 37 :SAH l9 MnROAD LOOP ;SAH 75 :SAH l8 TH 25 STATE PROJECT 8680-189 (TH 94) Sheet No. 260 of 1163 Sheets O Li I _r1 I ri I ri I PROPOSED NOI E WALL O WA L PLANS)I/ C� rr OL 0 f o o n r `'�l eN5 � ILROAD 01 CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION O CONCRETE MEDIAN BARRIER o rr%vvrr� LEGEND INPLACE PAVEMENT PROPOSED CONSTRUCTION —� DIRECTION OF TRAFFIC 0 ---�— RETAINING WALL - - - - - - CONSTRUCTION LIMITS -'�` '�-`— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY EXISTING R/W - o ACCESS CONTROL LINE — TEMPORARY EASEMENT NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. SCALE IN FEET SECTION KEY MAP 288 N 287 CSAH 37 :SAH 286 285 284 293 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 MnROAD LOOP :SAH 75 :SAH IB TH 25 DRAWN BY: $DWNB IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION STATE PROJECT 8680-189 (TH 94) BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIGNATURE: CONSTRUCTION PLAN DESIGNEDBY: MAN -0 IAMADULYLICENSEDPROFESSIONALENGINEER PRINTED NAME: MI[HAELNELsoN-osrRowSKI \ /� /C � TH 94 GAP PROJECT TH 94 -STA 1033+00 EB TO STA 1045+00 EB Sheet No. 261 of 1163 Sheets CHECKED BY: MAN -0 UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 7/zz/zoz3 LIC. No. sEiso vV J���,,,JJJ MONTICELLO TO ALBERTVILLE, MINNESOTA O� L:1 1 II I I II �In74�o� i BNSF RAILROAD U CONCRETE APPROACH NOSE STANDARD PLATE 7113 Q2 10' CURB TRANSITION Q3 CONCRETE MEDIAN BARRIER DRAWN BY: $DWNB I HEREBY CERTIFY THATTHIS SHEET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIG NA7uRE: I^ DESIGNED BY: MAN -0 I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-OSTROWSKI \ A /C r , CHECKED BY: MAN -0 UNDER THE LAWS OF THE STATE OF MINNESOTA. DAiE: 7/z2/zoz3 LIC. NO. 56160 v v J:�.J G LEGEND INPLACE PAVEMENT — PROPOSED CONSTRUCTION --► DIRECTION OF TRAFFIC 3K 3X o —v—� RETAINING WALL - - - - - - CONSTRUCTION LIMITS -— WETLAND DELINEATION - AREA OF ENVIRONMENTAL SENSITIVITY EXISTING R/W - o ACCESS CONTROL LINE — TEMPORARY EASEMENT MINNESOTA DEPARTMENT OF TRANSPORTATION TH 94 GAP PROJECT MONTICELLO TO ALBERTVILLE, MINNESOTA NOTES 1. ALL DIMENSIONS ARE TRAVELED LANE WIDTHS. FOR PAVING WIDTHS SEE CONCRETE PAVING PLANS. 2. SEE INTERSECTION DETAILS PLAN FOR ADDITIONAL INFORMATION AT ROADWAY INTERSECTIONS. 3. SEE PEDESTRIAN RAMP DETAILS FOR ADDITIONAL INFORMATION ABOUT PEDESTRIAN RAMPS. 4. SEE TRAFFIC BARRIER PLANS FOR ADDITIONAL DETAILS ABOUT MEDIAN BARRIER. CONSTRUCTION PLAN TH 94 -STA 1045+00 EB TO STA 1057+00 EB SCALE IN FEET 0 50 100 SECTION KEY MAP 289 288 287 — 286 285 284 283 282 — 281 280 279 278 277 — 276 275 274 2 273 272 — 271 270 269 268 267 — 266 265 264 263 262 — 261 260 259 258 257 — 256 255 254 253 252 — 251 250 249 248 SAH 37 ;SAH l9 MnROAD LOOP :SAH 75 :SAH 18 TH 25 STATE PROJECT 8680-189 (TH 94) Sheet No. .262 of 1163 Sheets 0 BUR J BUR— /B -BU �R 0 SIG -BUR SIG'BUR G c 5IG-BUR SIG -BUR — CSAH (PENN /0-BURSE/0 N O G 5 CSAH 1 �, �CSAHI8N_NW_Q 2 H— n W 3 N SW QUAD /G -BUR- SIG SCALE IN FEET 0 15 30 DRAWN BY: CWK/SG IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION STATE PROJECT 8680-189 (TH 94) BYMEORUNDERMYDIRECTSUPERVISIONANDTHAT 5.G""TORE' INTERSECTION DETAILS DESIGNED BY: MNO I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAELNEIsoN-o57ROWSKI, PE �/A\� T H 94 GAP P R OJ E CT Sheet N o. 291 Of 1163 Sheets CHECKEDBY: MNO UNDER THELAWSOFTHESTATEOFMINNESOTA. DATE: 7/22/2023 Dc. No. sBiso � MONTICELLO TO ALBERTVILLE, MINNESOTA 4 4 GUTTERCONTROLPOINTS POINT NO, X 1Y ELEV 204 528949.64 213509.90 50'R 205 528906.65 213573.81 50'R 206 528900.07 213665.27 207 528948.88 213723.38 RADIUS CONTROL POINTS POINT NO. I X I Y RADIUS RE3 528899.21 213524.36 50'R RE4 528898.16 213715.24 50'R DRAWN BY: CWK/SG IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIGNATURE: I^ DESIGNED BY: MNO I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-06TROWSKI, PE \ n / C� (' 1 T H 9 4 GAP P R O J E C T CHECKEDBY: MNO UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: 7/zz/zozB LIc.No. 56160 V V JtitiJf MONTICELLO TO ALBERTVILLE, MINNESOTA �H 18S_S�/V_QUAD � CSAH � 8S_N W_4UAD ane_ni /G ane -n �h/0 -BURS XCEC� naP ane-sIs F/0 o/a ane - +J /G s INTERSECTION DETAILS 0 CSAH 18 (FENNIN AVE) SCALE IN FEET 0 15 30 RE4 — SIG -BUR _ �SIG- 207 STATE PROJECT 8680-189 (TH 94) Sheet No. 293 of 1163 Sheets CSAH 18 - xc c xc x . - o l:LCSAH18S_SE_QUAD (FENNING AVE) SCALE IN FEET GI � / 50 208 a°0 / 0 15 30 / 20 COUNTY RD 75 NE SCALE IN FEET 210 0 15 30 Q / n u / B R c / \ « 4 ¢ ROADWAY_SW_QUAD RE7 ane-0ts Lu F/p -BUR F/p -BUR F/p -BUR UR F/0 -BUR- 6 > f19 -p uR / x F/p O m Lu Lu aaF Q / F1p� c REG 20 \ I 209 I I n n J l 1 a° CSAH 19 IN FEET � Ha 5 30 WWI -I c 1 l Err APV IlJ' -dam w*MEW P J O �' ((o RE m / \` o �c 4 T O v c mm 213 ti c s rG-BUR o O r�BOR SI .JSUR / GUTTER CONTROL POINTS POINT NO. X Y ELEV 208 529059.31 213488.74 53.5'R 209 529160.01 213542.79 200'R 210 531399.50 213686.58 20'R 211 531407.39 213667.67 30R' 212 556732.51 195855.05 213 556779.55 195925.94 214 556715.87 195947.01 215 556716.72 195824.67 216 556723.90 195820.74 RADIUS CONTROL POINTS POINT NO. X Y RADIUS RES 529112.81 213488.46 53.5'R RE6 529141.70 213343.63 200'R RE7 531388.16 213670.11 20'R RE8 556762.20 195899.48 30R' 4i DRAWN BY: CWK/SG I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION STATE PROJECT 8680-189 (TH 94) � BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIGNATURE; � INTERSECTION DETAILS Z DESIGNED BY: MNO I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELSON-oSTROWSKI, PE T H 94 GAP PROJECT W �s Sheet No. 294 of 1163 Sheets J CHECKED BY: MNO UNDER THE LAWS OF THE STATE OF MINNESOTA, DATE; 7/22/2023 LIC, NO, 56160 IV[ TO ALBERTVILLE, MINNESOTA ly SCALE IN FEET 0 10 20 5 BROADWAY AVE 0 -BUR Fi G G [e 10' BITU G U F/0 -BUR SG,OJP S 6" CONCRETE WALK —G 6" CONCRETE V F/0 -BU G DRAWN BY: CWK/SG IHEREBYCERTIFYTHATTHISSHEETWASPREPARED MINNESOTA DEPARTMENT OF TRANSPORTATION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT SIGNATURE; � ^ �, T H 9 4 GAP P R O J E C T DESIGNED BY: MNO I AM A DULY LICENSED PROFESSIONAL ENGINEER PRINTED NAME: MICHAEL NELsoN-0sTRowsKl, pE `J CHECKED BY: MNO UNDER THE LAWS OF THE STATE OF MINNESOTA. SATE: 7/zz/zoz3 LIC. No. 56160 MONTICELLO TO ALBERTVILLE, MINNESOTA xc COUNTY RD 75 c SCALE IN FEET SiG.O GUTTER CONTROL POINTS POINT N0. X Y ELEV 112 531005.01 214024.79 113 531011.27 214019.81 114 531422.81 213714.98 115 531429.40 213710.44 1161 531401.56 213684.11 71 1171 531407.39 213667.67 xc LEGEND X" CURB HEIGHT CONTROL POINTS AT GUTTER FLOW LINE ® TRUNCATED DOMES (SEE STANDARD PLATE 7038) CONSTRUCT CONCRETE CURB &GUTTER ®LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2,0% SLOPE IN ALL DIRECTIONS Ol CATCH BASIN DOES NOT INCLUDE A CURB BOX n INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE t BETWEEN 2.0% MINIMUM AND 5.0% MAXIMUM IN t THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% H PEDESTRIAN PUSH BUTTON STATION —_� SIGNAL POLE AND MAST ARM m SIGNAL PEDESTAL SIGNALHANDHOLE � DRAINAGE FLOW ARROW ® CATCH BASIN NOTE:1. ALL INITIAL LANDINGS TO BE POURED SEPARATELY. 2.6" COLORED CONC WALK TO HAVE 2' X 2' JOINT PATTERN. 3. SEE INTERSECTION DETAIL SHEETS FOR QUADRANTALIGNMENTAND PROFILES. PEDESTRIAN RAMP DETAILS I'77.7e174V_\%Vh STATE PROJECT 8680-189 (TH 94) Sheet No. 299 of 1163 Sheets City Council Agenda: 10/23/2023 3A. PUBLIC HEARING — Consideration of adopting Resolution 2023-91 approving the assessment roll for delinquent utility billing accounts to be certified for 2024 payable tax year Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 10/23/2023 ® Public Hearing Item 208 2020 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Clerk ACTION REQUESTED Motion to adopt Resolution 2023-91 approving the assessment roll for delinquent utility billing accounts to be certified for 2024 payable tax year. REFERENCE AND BACKGROUND The finance department issues monthly bills to residents and customers for utility charges including water, sewer, stormwater, and garbage/recycling charges in accordance with the Fee Schedule ordinance passed by Council. Certifying unpaid accounts which are more than 60 days past due as a special assessment on a property's tax statement is one avenue the City can take to collect delinquent balances. A public hearing must be held no less than 30 days after the affected property owner is given notice of the public hearing to give the property owner an opportunity to address the Council regarding the unpaid charges. After the public hearing is held and Council adopts the assessment roll, the customer is then given 30 days after the public hearing to pay the balance in full before it is certified to Wright County. Upon certification to Wright County, an additional $75 is applied to the customer's account for administrative costs associated with processing the delinquent notices and certifying the assessments. The assessment will bear an interest rate of six (6.0) percent from the date of the public hearing as allowed by Minnesota State Statute 116A.17. The five-year history of delinquent utility billing accounts to be certified is as follows: Delinquent Utility Billing Accounts Amount # of Accounts 2019 $187,069.71 208 2020 $138,861.70 189 2021 $137,713.82 174 2022 $169,731.32 213 2023 $238,619.91 282 City Council Agenda: 10/23/2023 Delinquent Utility Billing Accounts $300,000 300 $250,000 250 $200,000 200 $150,000 . . 150 $100,000 100 $50,000 50 $- 0 2019 2020 2021 2022 2023 Amount # of Accounts The 2019 — 2022 numbers shown on the chart reflect final assessments sent to Wright County. The 2023 amount will change since payments can be made against the delinquent balances for another month and the $75 processing fee on those sent to Wright County is not included in this preliminary number. I. Budget Impact: None. This action would reimburse the City for costs it has incurred, including county fees charged for adding these to the taxes. II. Staff Impact: The process for collecting delinquent utility bill amounts requires a significant amount of staff time. It includes preparing and mailing delinquent notices, preparing and mailing notices of the public assessment hearing, as well as other clerical work in preparing the amounts for certification. The most time-consuming step of the process is verifying the delinquent account data against Wright County property tax records. The $75 fee that is added to the delinquent accounts helps defray the cost of staff time and publication expenses. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2023-91 approving the assessment roll for delinquent utility billing accounts to be certified for 2024 payable tax year. SUPPORTING DATA A. Resolution 2023-91 B. List of delinquent utility billing accounts to be certified CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-91 ADOPTING ASSESSMENT ROLL FOR DELINQUENT UTILITY BILLING ACCOUNTS RECEIVABLE FOR 2024 PAYABLE TAX YEAR WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessment for delinquent utility billing account charges; NOW, THEREFORE, BE IT RESOLVED BY the City Council of Monticello, Minnesota: Such proposed assessments, a copy of which is attached hereto and made a part hereof, is hereby accepted for the amount shown plus an additional $75 processing fee at the time of certification to Wright County; and shall constitute the special assessments against the parcels named herein, and each tract of land therein included is hereby found to be benefitted by the assessment levied against it. Such assessments shall be payable in one (1) annual installment payable in the tax year of the first Monday in January 2024 and shall bear interest at the rate of 6 percent per annum from the date of the adoption of this assessment resolution. To the first installment shall be added interest on the entire assessment from the date of this resolution until December 31, 2024. 3. The owner of the property assessed may, at any time up to and including November 27, 2023, pay the whole of the assessment on such property to the City Treasurer, and that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution. 4. The clerk shall forthwith transmit a certification of this assessment to the county auditor to be extended on the property tax list of the county. Such assessment shall be collected and paid over in the same manner as other municipal taxes. ADOPTED BYthe Monticello City Council this 23rd day of October, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 10/18/23 DELINQUENT UTILITY BILLING ACCOUNTS PID Name Delinquent Balance 155-037-001020 RIVER ROAD APTS $2,787.25 155-206-001010 SHAUN IMHOLTE $87.56 155-086-007060 JAYRED & LORI KITTELSON $1,096.36 155-109-004030 MELODY LANG $192.72 155-040-001020 MICHAEL PELARSKI $990.43 155-107-002030 KEVIN ANDERSON $383.57 155-086-005080 LOIS MARSH $874.22 155-086-005050 TIMOTHY EVANS $905.60 155-114-001060 JAMES WITZMANN $308.78 155-114-002060 YURIY & GALINA MIKITYUK $1,768.51 155-114-003030 APRIL STUDER $1,087.99 155-114-003020 TRACEY & TIFFANY MORGAN $656.02 155-010-044061 NIGEL SCHUETTE $866.25 155-010-067130 MARK MICHAELIS $971.42 155-045-006010 KEVIN & KENDA LANG $889.92 155-059-003070 WAYNE & ALYCE WITRY $1,033.99 155-059-002100 RONALD & SYLVIA DESSELLIER $78.20 155-097-002060 ERIK & NANCY GOHL $2,142.32 155-080-006160 MICHAEL & NATALIE NELSON $1,055.26 155-080-006200 DEBRA EDWARDS $220.19 155-082-002180 VALERIE BOS $544.51 155-103-003170 COREY & CASSANDRA BENSON $1,711.50 155-103-003070 JODY FELIX-JENSEN $1,196.13 155-103-003050 BARBARA STEARNS $729.39 155-082-001090 TRACEY ELLIS $1,455.28 155-082-001010 PATRICK & JEANNE WINSOR $429.05 155-073-005180 JASON MARVIN $797.76 155-082-004020 HARRY & DIONA GRIMLEY $1,651.05 155-078-003140 RICHARD & BRENDA ANDERSON $676.01 155-073-006010 SANDY MERICKEL $792.87 155-090-005080 NICK & ROSA LAZAROFF $380.14 155-096-003020 BRENT & TAMMY BELLAND $1,579.69 155-102-001030 MICHAEL & KIMBERLY WATTERS $204.20 155-105-001030 BRENT SCHUMACHER $1,673.63 155-105-002030 CYNTHIA TROY $647.85 155-102-002110 BRETT & CARMEN MAKI $1,242.72 155-102-002010 ENRIQUE MUNOZ & DIANA RAMOS $2,210.07 155-105-005260 MELISSA WURM $158.62 155-124-003180 DALE & ALEA STANGER $949.02 155-130-001040 KEVIN FIETEK $773.96 155-123-002150 RICK EVANS $575.53 155-122-003040 MICHAEL SANOSKI $360.82 155-122-004050 JESUS & CHRISTINE CASTILLO $1,352.26 155-116-008010 CHAD & GRETCHEN MARQUETTE $532.06 155-180-002110 MARK & RITA QUIGLEY $277.65 155-123-005020 MICHAEL MURPHY $1,426.49 155-134-002050 ANTHONY & KIMBERLY BARTZ $595.18 155-134-002080 PAMELA STEFFES $648.06 155-134-001070 JARED & ANGELA HARTFIEL $704.19 155-156-003020 DAVID & GINA BROWN $1,960.71 155-183-001080 LISA INGERSOLL $2,858.12 155-183-002060 JOHN & POLLY GREGOR $103.48 155-125-001020 DAVID & SHAWNA DARVI LLE $183.76 155-125-007140 MATTHEW GMACH $303.24 155-125-007050 KEVIN & JENNIFER TOUSLEY $1,690.65 155-125-006030 RYAN & DAYNA BITZ $1,497.49 155-132-005110 SHAWN MCKINNEY $647.85 155-132-006010 TRENTJOHNSON $823.56 155-132-010050 GARY & TINA HANGSLEBEN $1,876.25 155-132-010080 ROCHELLE CAVNESS $908.80 155-132-003220 JEFFREY & KAREN CHRISTOPHERSON $772.52 155-142-003030 TIMOTHY INGLE $1,181.03 155-142-005080 BRENDA WHITTAKER $435.62 155-147-007010 DIANE FRENCL $678.74 155-154-004020 PETER SCOTT $176.06 155-170-001040 KEITH KRONE $676.02 155-155-004040 DUSTIN & ELIZABETH KRUCHTEN $1,074.69 155-087-001020 NATHAN & SARAH JOHNSON $446.67 155-163-005040 GINA ARCHER $1,216.35 155-134-001100 MARLYS ELIASON $1,154.79 155-124-002040 JOSE & NAYHIBE ROSALES $256.58 155-135-002010 MELISSA UNGLAUB $1,770.86 155-159-002120 KEITH & DAWN COX $1,583.75 155-156-001010 ANDREW & STEPHANIE DUSZYNSKI $465.74 155-159-007020 JASON KELLY $136.60 155-159-007050 JOSEPH & BRANDY VOLLBRECHT $651.55 155-160-010060 KRISTA LEE $1,612.44 155-186-001090 WILLIAM & PENNY BURT $801.10 155-086-001170 CARRIE HEIL $1,040.39 155-151-006010 BRENT HEDQUIST $1,820.12 155-015-035060 STEVEN & JENNIFER VANDYKE $1,782.88 155-010-022080 BRENT & LANETTE AITCHISON $1,382.92 155-010-011030 BONNIE MILLER $690.09 155-500-113205 RIDGEMONT APARTMENTS (MONTI APTS) $906.55 155-500-113205 RIDGEMONT APTS-COM ROOM (MONTI APTS) $112.64 155-500-113205 RIDGEMONT APARTMENTS (MONTI APTS) $1,164.65 155-145-001020 NALENGE & WEHOANU WAGBALA $494.28 155-145-001050 LINDSEY KING (WALTERS) $1,071.36 155-020-003010 KIMBERLY LEGRO $789.84 155-048-001040 JASON & LINDA HINZ $1,406.43 155-800-332300 XCEL/MNGP $21,830.20 155-048-001130 RANDY & ALLISON BAKKEN $923.60 155-033-001230 ELIZABETH JOHNSON $1,013.51 155-033-001080 BENJAMIN KOLLES $777.65 155-033-001050 TIMOTHY BENSON $691.49 155-033-002090 THOMAS HITCHCOCK $530.13 155-103-002020 JOHN & MICHELLE TWARDY $87.84 155-168-001270 MARK BAKER $598.23 155-073-005010 RANDALL PUNDZUS $93.05 155-010-050111 TREVOR LINK $595.42 155-103-003200 STEVEN BOND $159.78 155-134-004020 THOMAS & ILLEANA TURNER SR $931.09 155-159-007190 RANDALL PUNDZUS $91.52 155-159-007540 KEIRDEN-RY PROPERTIES LLC $823.68 155-121-005080 ANGELA SCHULTZ $1,500.90 155-048-001090 JARED OLSON $1,069.54 155-071-001030 HOLLY HOLM $110.45 155-142-002060 RICHARD & CHRISTY CRUMMY $1,506.61 155-111-002060 AMBER & GREG HENDEL $1,180.28 155-059-002120 CHARLES HARTELL $238.81 155-010-040020 GAYLE POEPPING $850.41 155-024-001030 JASON & MICHELLE RISLUND $706.50 155-180-002180 BRETT JOHNSON $248.68 155-182-011030 STEVE & MARCIA KNASE $1,089.44 155-059-003050 TOM & DONNA OLSON $136.82 155-015-002011 ANDI TISCHNER $1,433.01 155-090-002090 THERESA PARTHUM $1,870.37 155-082-003020 BRADLEY SANDVIG $109.09 155-159-008110 MELANIE SANCHEZ $315.56 155-123-001050 KARI WISE $1,149.02 155-019-015070 PERFECT EXTERIORS OF MN INC $303.11 155-126-001100 BRAD & KELSEY HEINZ $80.37 155-090-003070 EMILY DANIELSON $150.82 155-076-001020 CAPITAN PANCHO VILLA $1,458.20 155-040-004050 JEREMY & LEE MOSHIER $1,065.59 155-086-007080 GREGORYJENNINGS $1,254.41 155-031-002100 JESSE MILLER $985.43 155-125-003040 PAUL RAIFORD $1,293.00 155-082-003150 ANDREW STEVENS $1,154.19 155-142-001040 JESSIE SEIB $1,124.37 155-086-001070 HEATHER YENDER $570.45 155-035-004020 JACOB TORKELSON $651.97 155-078-002120 AMY BOETTCHER $731.58 155-124-001050 TANNER SCHMIDT $319.87 155-015-032060 WIDELL REAL ESTATE PROPERTIES $239.64 155-116-001050 JULIE MURRAY $1,110.87 155-070-001010 JAMES LONG $532.89 155-700-006150 HEATHER DOVE $380.92 155-132-005020 AMANDA ARITT $704.64 155-016-000020 CHRISTOPHER HOLTZ $1,076.10 155-082-005020 ROSS YINGLING $867.45 155-180-004010 ANTHONY & HEATHER JOHNSON $1,419.83 155-195-001140 RYAN & MELISSA LILJEQUIST $271.00 155-133-001080 ROBIN MORRIN $1,006.28 155-010-038090 OWEN THURSTON $851.88 155-177-001010 JOSHUA HJELM $483.05 155-021-002310 CHARLES & GAIL WEST $343.04 155-177-002030 ALISON SCHULLER $1,611.94 155-133-001190 DANIELLE SMITH $459.73 155-123-002200 HEIDI RANCOUR $186.44 155-059-002080 ANDREA DUBAY $410.69 155-124-002020 EASTMAN & RETRIEVIA QUAQUA $372.12 155-122-002030 BRANDON LOBERG $300.89 155-153-001010 IBIS LLC $723.48 155-010-071030 ANGELA BERNARD $312.01 155-015-014090 DUSTIN & HEATHER ANDERSON $510.92 155-105-008090 KEVIN & LIA RICHARDS $115.87 155-182-011010 GWEN KING $1,382.45 155-145-001080 CORY LUEBKE $726.53 155-015-034090 HOME COMFORT SERVICES LLC $622.00 155-159-007470 RACHEL BOUCHARD $1,239.46 155-142-004150 PAUL HILL $517.70 155-073-006080 RICKIE & JUANITA VAUGHN $1,509.70 155-159-007540 DAVID & MARIAN VLIEM $202.05 155-180-004040 MATTHEW & JESSICA NORTON $1,789.81 155-175-005110 BRITTANY LAUNDERVILLE $689.54 155-086-003040 JAMES & MICHELLE MONTROY $1,034.00 155-132-003230 LAKERAM BISRAM $1,522.01 155-026-002010 JESSICA DEPATTO $976.62 155-151-005160 KATHERINE ALVARADO $2,052.65 155-080-007130 JOHN & APRIL RICHTER $324.56 155-156-002020 ANDREW & MORGAN MANNING $632.51 155-700-006070 JOHN MARTIE $411.37 155-195-001030 ANTHONY & DAYNA JACKSON $281.13 155-132-008020 BORIS & CASSANDRA MENDEZ $658.09 155-147-007030 DONNA BROWN $656.29 155-105-008040 MONICAJAMPSA $585.47 155-151-007010 SALLY MCCASSALIN $629.29 155-121-005030 TONYA WILLIAMS $93.64 155-010-009081 FAHMI KATABAY $2,530.10 155-159-007560 THOMAS HEUER $914.68 155-037-010020 JENIFER KOHOUT $392.19 155-059-002120 JARED & APRIL VEDDERS $212.07 155-186-001020 SHANE & JULIE PRIBYL $402.96 155-010-035150 CORNERSTONE CAFE $2,055.97 155-159-001040 ROSS BECKMAN $1,302.26 155-010-035040 RUSTECH BREWERY $1,971.29 155-010-035040 RUSTECH BREWERY $827.24 155-070-002100 RYAN & HAILEY PRIOLA $894.86 155-235-003330 LIA RAMIREZ $326.89 155-126-002040 RODNEY SHELTON $156.61 155-134-001040 CORY & SAMANTHA CASEY $983.88 155-125-003050 JENNYATCHLEY $179.91 155-119-001020 JAMES BUNCH JR $571.93 155-125-005060 ROBERT COLUCCI $374.12 155-187-001010 GEOFFREYJOHNSON $468.77 155-105-005130 REGINALD & RACHEL DOBIE $129.03 155-159-008060 JENNIFER ROETTGER $219.25 155-010-040080 MARK WALTERS $106.51 155-031-004040 WARD & TINA BEAVERS $694.45 155-021-002020 DEREK SWENSON $89.28 155-700-006080 TOMMYTEAGUE $627.26 155-017-001010 JESSE TYGUM $891.39 155-132-002050 DORIS ALEJANDRA HENRIQUEZ $4,007.96 155-070-002150 JESSICA STRONG $487.85 155-170-001030 MATT BEUMER $1,329.38 155-090-002050 JORDAN MOSEY $259.26 155-151-004130 MARK & ELOISA ANDRADE $2,568.39 155-073-006030 MARK HICKMAN $87.43 155-010-035140 BODY RHYTHMS WELLNESS INC $171.42 155-086-005120 SAMUEL YATCKOSKE $337.62 155-055-001040 LOGAN SCHULLER $177.26 155-033-004050 HPA US1 LLC $91.09 155-500-152101 G & R SCHLUENDER PROP INC $198.45 155-159-007590 JEFFERSON TABLER $300.09 155-123-003110 CLINTON JORDAN $1,152.91 155-014-003070 DANIEL AKERS $1,007.53 155-159-008410 JENNIFER AMUNDSON $90.23 155-107-001020 THOMAS KILIAN $411.60 155-700-006010 DESTINY PHILLIPS $111.31 155-013-002071 SYLVESTER & PANDORA HARRIS $1,359.52 155-173-003170 HADASSAH QUIGLEY $334.17 155-086-004180 KATHY LOGAN $833.92 155-033-001070 JOSH LYMER $329.49 155-030-001010 VANESSA ESCAMILLA $451.79 155-116-002080 ALEXA DIETERICHS $472.23 155-019-005030 KARA EATON $779.50 155-078-003190 KYLE BUCHHOLZ $331.41 155-122-003030 PEDRO MORALES $95.37 155-146-013010 JILL MOSHIER $1,255.22 155-010-055030 JACKSON YOUNG $655.28 155-159-003040 JESTINE FENUKU $514.85 155-250-008020 TRISHAJOHNSON $883.31 155-153-001010 HOI LEE $247.34 155-123-003050 RYAN VOJTECH $616.79 155-252-001090 CHRISTINE FOX $275.64 155-010-041041 MATTHEW & TAYLOR BREWER $819.31 155-102-002130 LARRY HATELLA $1,302.47 155-175-003200 MANUEL & MARIA GOMEZ $263.87 155-179-001010 POTTER LEGACY PROPERTIES $173.87 155-159-007420 POTTER LEGACY PROPERTIES $247.10 155-125-001070 ASH LEE COX $368.88 155-132-010100 DAVID & FAITH BABBITT $1,485.11 155-122-002010 JUSTIN & HEIDI DAVIS $171.29 155-086-005090 CONSUELO JUAREZ-MARTINEZ $1,307.21 155-116-002130 RODRICK & MEGHANN RONE $1,083.30 155-195-002020 MAXWELL & JACQUELINE TARPEH $992.20 155-179-004010 JUSTIN BERMEL $1,157.85 155-250-013030 DAMIEN HURLEY $118.17 155-037-008040 TREVOR SWEENEY $848.70 155-235-003180 LAIN EY SOTO $642.95 155-179-006020 GREG PARRISH $565.09 155-147-004030 OLUWATOBI & BRIANNE OLAWORE $273.19 155-259-001120 CHASE TOPP $106.00 155-090-003130 TXONGXUE & ZOUA CHANG $659.75 155-179-002030 REBECCA MORK $849.89 155-015-032060 SAMUEL LARSON $117.44 155-010-010011 NEIL MARTH $383.79 155-026-003070 ELIZABETH CALDERON $93.75 155-091-001010 PATTI VANWERT $338.29 155-044-004090 PUSKY DUKULY $1,307.22 155-250-016030 PEDRO AYORA $273.79 155-250-014020 PEDRO AYORA $341.59 155-250-015040 RAQUELLE SMITH $335.49 155-250-002030 JAMES GBILEE $816.62 155-088-002030 KAITLYN & PATRICIA CROWLEY $765.74 155-019-007070 CHUCK CARLSON $145.73 155-064-003020 MELANIE ACKERMAN $110.86 155-125-005230 AMBER RICHARDSON $240.00 155-261-001050 MUSAID MASSAN $960.44 155-142-001110 ABASS DONZO $2,559.62 155-116-006030 MENDY NYEMA $327.16 155-088-001030 MOISES MORENO $1,181.52 155-175-005060 GREGORY & SARAH KUCH $346.11 155-026-003070 BAKER STREET HOMES LLC $764.93 155-153-001010 KHOA TRAN $81.19 155-088-004030 ERIC & KRISTEN AGUILAR $1,145.13 155-071-001020 TROY ENGELS $199.14 155-015-012060 JAMES & MELANIE MARDIS $179.80 155-080-005110 OUSMAN BAMBA $136.62 155-264-004140 PATRICIA KIMANA $343.65 155-133-001430 TERESA LEHNER $225.57 City Council Agenda: 10/23/2023 3113. PUBLIC HEARING - Consideration to adopt the Monticello Business Subsidy Policy as amended, based on findings in Resolution 2023-92 Prepared by: Meeting Date: ❑ Consent Agenda Item Community Development Director, 10/23/2023 ® Public Hearing Item Economic Development Manager ❑ Regular Agenda Item Reviewed by: Approved by: Community & Economic Development City Administrator Coordinator, City Attorney, EDA Attorney ACTION REQUESTED Motion to adopt the Monticello Business Subsidy Policy as amended, based on findings in Resolution 2023-92. PREVIOUS COUNCIL ACTION March 23, 2009: Adoption of Monticello Business Subsidy Policy REFERENCE AND BACKGROUND The City previously adopted a Business Subsidy Policy, which provides overall guidance for the City's business subsidy programs. The Business Subsidy Policy supports achievement of the Monticello 2040 Vision and Value Statements by providing a framework for use and application of the City and EDA's economic development tools. As the City considers instituting the use of Tax Abatement, an amendment to the Subsidy policy is recommended to incorporate Tax Abatement within the listing of subsidy programs offered by the City as a whole. The proposed amendment identifies that the City administers the Tax Abatement program, while the EDA administers the existing Tax Increment Financing, Greater Monticello Enterprise Fund, Fagade Loan, and Small Cities Economic Development Loan fund programs. The public purpose of the City's business subsidy programs remains unchanged and consistent with the goals of the Monticello 2040 Vision + Plan. Business subsidy programs are considered when a project furthers the City's goals for tax base, job retention and creation, housing, redevelopment, and downtown vitality. The proposed amendments also bring the policy's language into alignment with more recent statutory requirements. Consistent with statute requirements, the amended policy requires that the City establish a minimum wage floor when job creation is a factor for granting a City Council Agenda: 10/23/2023 subsidy. Staff proposed an average of twice the state minimum wage for the total jobs created as the minimum standard. For reference, the 2024 minimum wage rate will be set at $10.85 for large employers and $8.85 for small employers. Staff's recommendation for this rate is based on the most current income information provided in the 2023 Housing Study. The study provides data on area median income and income range comparisons that support the proposed minimum. Staff also reviewed recent quarterly wage data from the Bureau of Labor Statistics. The proposed wage level allows Monticello to continue to encourage jobs at livable wages per the goals of the Monticello 2040 Plan. Living wage jobs are those that allow workers to affordably manage housing, transportation, food and other costs. The EDA's attorney further recommended minor language changes throughout the document for clarification and consistency with statutory language. As the EDA administers business subsidy programs included in the policy, it will also hold a public hearing on the amended Business Subsidy Policy in November and consider action for adoption. Budget Impact: Impacts to the City and EDA legal budget line items will absorb the cost of the City Attorney and EDA Attorney's review of the amended Business Subsidy Policy. II. Staff Workload Impact: Community and Economic Development staff have reviewed and researched information related to the proposed amendments, estimated at 3 hours each. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan's Vision and Values Statements provide guidance for community growth and development, with Chapter 9 of the Plan providing specific Goals, Policies and Strategies in support of the Vision and Values. The Implementation chapter includes strategies supporting the use of economic development incentive programs, including specific statements regarding increase and diversification of tax base and support for living wages. STAFF RECOMMENDED ACTION Staff recommend adoption of the amended Business Subsidy policy. The policy is the foundation for the City and EDA's existing and proposed economic development tools and is in direct support of the City's Comprehensive Plan goals. The document provides structure for the City's consideration of subsidy requests and the proposed incorporation of Tax Abatement as a business assistance tool. SUPPORTING DATA City Council Agenda: 10/23/2023 A. Resolution No. 2023-92 B. Amended Business Subsidy Policy C. Current Business Subsidy Policy D. Excerpts, Monticello 2040 Vision + Plan E. Minnesota Statutes 116J.933 and 116J.994 F. Public Hearing Notice CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION NO. 2023-92 RESOLUTION APPROVING AMENDED BUSINESS SUBSIDY POLICY BE IT RESOLVED By the City Council (the "Council") of the City of Monticello, Minnesota (the "City") as follows: Section 1. Recitals. 1.01. The City acknowledges the need at times to provide financial assistance to businesses to further the economic development and redevelopment objectives of the City and to that end, the City has previously adopted criteria (the "Business Subsidy Policy") for the City and the City of Monticello Economic Development Authority (the "Authority") to follow when awarding any "business subsidy" as defined in Minnesota Statutes, Section 116J.993 through 116J.995, as amended (the 'Business Subsidy Act"), as required by the Business Subsidy Act. 1.02. The City and the Authority now desire to amend the Business Subsidy Policy (the "Amended Business Subsidy Policy") and, on this date hereof, the Council has held a duly noticed public hearing on the Amended Business Subsidy Policy as required by the Business Subsidy Act, at which all interested persons were given an opportunity to be heard. Section 2. Amended Business Subsidy Policy Approved. 2.01. The Council hereby approves the Amended Business Subsidy Policy on file in City Hall, which criteria supersedes the Business Subsidy Policy and any other prior business subsidy policy or criteria adopted by the City. 2.02. City staff is authorized to transmit a copy of the Amended Business Subsidy Policy to the Minnesota Department of Employment and Economic Development in accordance with the Business Subsidy Act. Approved by the City Council of the City of Monticello, Minnesota this 23rd day of October, 2023. Mayor ATTEST: City Clerk MN190\101\906670.vl __1 ("t CITY OF City Policy and `' MonticeRito Procedure SECTION: FINANCE NO: FIN - REFERENCE: Date: Next Review Date: TITLE: BUSINESS SUBSIDY POLICY 1.0 Purpose This policy includes the criteria to be considered by the City of Monticello (the "City") and the City of Monticello Economic Development Authority (the "EDA") to evaluate the granting of business subsidies (this "Policy"). It is the City and the EDA's intent in adopting this Policy is to comply with Minnesota Statutes, Sections 116J.993 -116J.995, as amended (the "Act"). The term "business subsidy" or "business subsidies" shall be as defined in the Act. 2.0 Policy Goals and Obiectives/Public Purpose It is the City's and EDA's intent to support and comply with the goals and objectives stated in the City of Monticello's Comprehensive Plan and with the public purpose requirements of the Act when granting business subsidies. At a minimum, to be granted a business subsidy by the City or the EDA, a project must meet one (or two, depending) of the following goals and objectives. The City or the EDA may grant a business subsidy for the purpose of: 1. Attracting New Businesses & Expanding the Tax Base a. Project increases the tax base (Cannot be the only goal). b. Project promotes and enhances industrial and commercial diversity in the City. 2. Attracting and Retaining Jobs a. Project creates the maximum number of livable wage jobs possible. To meet this goal, on average, the jobs created by the Project (both part-time and full-time) shall have a minimum hourly wage equal to twice the current State of Minnesota minimum wage. b. Job retention may be an allowable goal for the Project if job loss is imminent and demonstrable. 3. Enhancing Downtown: Project promotes revitalization and redevelopment in the City's downtown. 4. Facilitating Redevelopment: Project promotes redevelopment objectives and removal of blight, including pollution cleanup. S. Housing: Project diversifies the housing stock available within the City. Subsidy Agreement, Compliance and Reporting Requirements Prior to granting a business subsidy, the City or the EDA and the grantee (the "Grantee") will be required to enter into a formal agreement (the "Agreement") which shall, among other things: • Identify the amount and nature of the business subsidy and articulate the goals and objectives thereof. • Identify the number of full-time or part-time jobs and the wages for those jobs which are to be established (or retained) within two years of the Benefit Date (as defined in the Act). • Require that the Grantee continue project operations at the site for at least five years. The Grantee shall file a report annually for two years after the Benefit Date or until all goals as set forth in the Agreement have been met, whichever is later. Reports shall be completed using the format drafted by the State of Minnesota and shall be filed with the City or the EDA no later than March 1 of each year for the previous calendar year. Grantees failing to comply with the above provisions will be subject to fines, repayment requirements, and be deemed ineligible by the State of Minnesota to receive any loans or grants from public entities for a period of five years. 3.0 Scope The City has the authority to administer the City's Tax Abatement Program and grant business subsidies thereunder. The EDA has the authority to administer the following programs and grant business subsidies thereunder: 1. Tax Increment Financing (TIF) 2. Greater Monticello Enterprise Fund (GMEF) 3. Small Cities Economic Development Set Aside Fund (ED) 4. Fagade Improvement Forgivable Loan Program The City and the EDA have adopted separate policies for each of these programs (the "Policies"). To the extent that the Policies contain more specific guidelines for each type of business subsidy, those Policies control. Notwithstanding anything to the contrary herein, the City (and EDA, subject to City approval) reserve the right to create and administer additional programs and grant any type of business subsidy authorized by law, without limitation. 4.0 HISTORY Public Hearing and Approval Date: 03/11/2009 03/23/2009 Approved by: EDA City Council Public Hearing and Amendment Date: 11/09/2023 10/23/2023 Approved by: EDA Council Amendment Date: Approved by: MN190\101\906665.v3 CITY OF MONTICELLO CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BUSINESS SUBSIDY CRITERIA I. Purpose This document includes the criteria to be considered by the City of Monticello ("City") and the City of Monticello Economic Development Authority ("EDA") to evaluate the granting of business subsidies. The intent of the City and EDA in adopting these criteria is to comply with Minnesota Statutes, Sec. I I6J.993-116J.994 (the "Act"). The City and EDA hereby adopt the definitions contained in the Act for application in the criteria. II. Types of Business Subsidies The EDA shall have the authority to administer the following programs for the granting of business subsidies: 1. Tax Increment Financing (TIF) 2. Greater Monticello Enterprise Fund (GMEF) 3. Small Cities Economic Development Set Aside Fund (ED) The EDA has separately developed guidelines for each of these types of subsidies (the "Guidelines"). To the extent that the Guidelines contain more specific policies for each type of subsidy, those Guidelines control. Notwithstanding anything to the contrary herein, the City (and EDA, subject to City approval) reserve the right to grant any type of business subsidy authorized by law, without limitation. III. Goals and Obiectives/Public Purpose It is the City's and EDA's intent to support and comply with the goals and objectives stated in the City of Monticello's Comprehensive Plan in granting business subsidies, and with the public purpose requirements of the Act. The following goals and objectives are general guidelines to assist in determining the granting of a Business Subsidy. The City and EDA recognize that every proposal is unique and nothing in these criteria or in the Business Subsidy policy shall be deemed to be an entitlement. a. Attracting New Businesses & Expanding Tax Base 1. Increase in tax base. (Cannot be the only criteria.) 2. Promote and enhance industrial and commercial diversity b. Attracting New Jobs & Job Retention 1. Jobs and Wages. It is the City's and EDA's goal that the subsidy recipient will create the maximum number of livable wage jobs possible. (The business subsidy agreement must include numbers and wages to be achieved within two years of the benefit date.) 2. Jobs and wages in this context may include jobs to be retained but only if job loss is "imminent and demonstrable". C. Business Retention: Promote and maintain industrial and commercial diversity. d. Enhancing Downtown: Promote revitalization and redevelopment e. Facilitating Redevelopment: Promote redevelopment objectives and removal of blight, including pollution cleanup. L Housing: Diversify the housing stock available within the community. IV. Subsidy Agreement. In the implementation of any subsidy granted by City or EDA, the parties will be required to enter into a formal agreement which identifies the amount and nature of the subsidy and articulates the goals and objectives which are intended to be implemented. In addition, the agreement must establish the number of full-time or part-time jobs and the wages for those jobs which are to be established (or retained) within two years of the benefit date. The agreement must also contain a penalty for failure to meet those goals. Finally, the agreement will require that the recipient continue operations at the site for at least five years. V. Compliance and Reporting Requirements. It will be necessary for both the recipient and the City or EDA to comply with the reporting and monitoring requirements of the statute. VL History, Public Hearing held by the EDA on March 11, 2009 approved on March 11, 2009. Public Hearing held by the City Council on March 23, 2009, approved on March 23, 2009. 3 Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 This first phase of the Comprehensive Plan process, the Visioning phase, included a community engagement process to identify common values, growth aspirations and a vision to inform the planning direction for the next 20 years. The vision, value statements and preferred development scenario will serve as the foundation for creating the new Comprehensive Plan during the second phase of the planning process. The Comprehensive Plan provides a set of goals, policies and strategies for achieving Monticello's vision for the future. 11 In 2040 the City of Monticello is an inclusive community focused around sustainable growth while maintaining its small-town character. Monticello is a Mississippi River town known for its schools, parks, biking and walking trails and vibrant downtown. Monticello is an evolving, friendly and safe community that respects the quality of its environment, fosters a sense of belonging and connection, encourages a healthy and active lifestyle and supports innovation to promote a prosperous economy. A safe, clean, and beautiful community supported by caring and helpful residents. A network of parks, open space and trail connections that provide recreation opportunities. An inclusive community welcoming people of all ages, races, religions and ethnic backgrounds. A diversified and strong local economy competitive at regional, state and national levels. A vibrant downtown that embraces the River and provides a focal point for the community. A healthy community focused on physical and mental health and wellness of its residents. A range of attainable housing options in terms of type, cost, and location. A respected school and education system serving the community. A balanced land use and transportation framework that provides options and connectivity. A thriving arts and culture scene that reflects the creativity of the community and supports a sense of place. Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 Development Assumptions 0 Sustainability - Focus on sustainability, open space and wetland preservation throughout City. Q Infill Development - New service commercial and light industrial infill. Q Conservation Neighborhoods - Single-family housing developed as conservation subdivisions in a clustered fashion mitigating impacts to sensitive areas. Q Industrial Expansion - Full build out and expansion of Otter Creek Industrial Park and growth around future Interchange. Q Multi -Family Housing - New multi -family infill development near core of downtown and other focus areas. 0 New School - New elementary and middle school campus with environmental focus. Q Downtown - Downtown plan implementation thriving with new commercial, mixed-use and public realm improvements. Q Mississippi River - Focus on River with new access, connections and rive rfront trail. 0 New Employment Center - New industrial business park developed around new interchange with green technology, renewable energy, manufacturing and other uses. 0 Xcel Facility - The Xcel Monticello Nuclear Generating Plant is licensed through 2030 and will seek relicensing to 2040. Q Annexation Area - Portions of the Orderly Annexation Area are designated as an Urban Reserve for future development. Development would likely include conservation single-family cluster subdivisions. Note: The Preferred Scenario guidance and mapping provided in the Vision Report will be further refined during the Comprehensive Plan process. This map is not the City of Monticello's final Land Use Plan. This map provides initial guidance for the next phase of the project, the Comprehensive Plan, and will be further detailed and refined. D INCREMENTAL, SUSTAINABLE Growth Scenario The preferred development scenario is the result of community feedback on the four previous scenarios and the community's vision. The community envisions Monticello in 2040 as an environmentally and economically sustainable community that has experienced strong, balanced growth. Key Preferred Scenario Aspects Downtown Focus 6 Industrial and Employment Q New School 0 Conservation Neighborhoods Otter Creek Industrial Park M —I pr- "FA- ft - Technology, Renewable Energy, OManufacturing & Distribution Warehousing ILI Potential School Site with U Retail and Commercial Trails and Open Space AN H , Multi -Family 10-18 Unit/Acre Commercial/Residential Mix (Neo Traditional) Development Residential (South) 8-10 Units/Acre �A Downtown Mixed Use 10-18 Unit/Acre '. LRegionalOriented� Commercial _ Service Commercial and Light Industrial Infill A i I CHAPTER 9: IMPLEMENTATION 185 IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT I LONG- ONGOING THEME TERM TERM 208 —!� IMPLEMENTATION Policy 4.3. Downtown Mixed -Use Strategy4.3.2- Focus investment and redevelopment efforts on Block 52 and surrounding parcels. Recruit a high-profile tenant or other large activity generator in a O O premier building space overlooking the River and anchoring the Downtown. Strategy4.3.3- Implement improvements to the downtown streetscape, including the Walnut Corridor Streetscape Plans, to complement the goal for a new and revitalized downtown. All downtown O ((( branding and signage should be consistent. ))) Strategy4.3.4 -Coordinate with MnDOT as necessary to implement traffic management measures and streetscape design techniques to reduce truck speeds through Downtown, improve the pedestrian experience O and incorporate design techniques that emphasize safety, access and mobility throughout the Downtown. Policy 5.1. Land Supply Strategy 5.1.1- Retain and plan for and Employment Growth development of land zoned for Employment • _ • • ' • • • • • - • • • • Maintain an industrial land supply Campus and Light Industrial Park that is sufficient to meet long-term needs for light • • . - • .. that is adequate and suitable industrial uses, manufacturing, production O �� - • • • • - • for the continued growth of the and assembly, and other uses which support - • - - - • • • • City's core industries, including continued diversity in tax base and create • - • • • manufacturing, logistics/distribution, living -wage employment. • • • - - • • - and emerging technologies. • • - • . • - The City should capitalize on its Strategy 5.1.2 - Evaluate industrial land use • • • • proximity to Interstate 94, regional opportunity for warehousing/distribution as a industrial balancing impacts -- • • • • •• transportation facilities, and growing sector, on transportation corridors and land -to- O �a O .. . -• - . • . educated and skilled work force to employment ratios. ►- - .• - create opportunities for job growth. 208 —!� IMPLEMENTATION IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM Policy 1.1: Business and Strategy 1.1.1- Maintain a strong Business I Employment Retention Retention and Expansion (BR&E) program to monitor opportunities for continued growth ' • - Retain existingbusinesses and and expansion of businesses as well as the O • • • • • • employers to ensure existing continued relationship development between " • • and future residents have access to the City and existing businesses. • • livable wage jobs in a diverse range Strategy 1.1.2 - Identify and support companies O Of economic sectors. that are expanding and adding employees. Strategy 1.1.3 - Identify and promote programs that assist existing companies in expansion and 0 La creation of new positions. Strategy 1.1.4 -Assist and support companies O in accessing business assistance programs including financial and educational programs. Bring Businesses and EducatStrateional Educational Organizations together to Organizations O create training programs to foster new living wage opportunities. Policy 1.2: Local Business Support Support existing businesses in their Strategy 1.2.1— Facilitate relationships with existing businesses on the expansion, redevelopment and improvement of their 43 efforts to expand and do business buildings and facilities. in the community. Strategy 1.2.2 - Consider facade rehabilitation programs, small business loans, grants and other tools to encourage property reinvestment O and support local businesses. Strategy 1.2.3- Foster partnerships and maintain networking relationships with the goal of maintaining communication in support of O existing businesses. MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM 224 -!� IMPLEMENTATION Policy 2.1. Diverse • Economic Sectors Strategy2.1.1- Capitalize on the proximity to 1-94 regional transportation facilities, available O ' • • " • • • • • • land and educated and skilled workforce to �a • . - • - Diversify economic sectors to create opportunities for job growth. - • • • - broaden the base of available . • - • • - • living wage employment in Strategy2.1.2- Inventory existing industry • - • • the Community. clusters and strengthen those clusters by attracting similar and complementary businesses. O Strategy2.1.3- Work with existing business clusters to expand the attraction of supply O chain companies. Strategy2.1.4- Recognize changing land use patterns for industrial parks, and other or O alternative uses such as co -working spaces. Policy2.2. Business Toolbox Strategy2.2.1- Promote economic development tools to the business community. O Maintain a business development and job creation toolbox to assist Strategy2.2.2- Develop criteria for a City tax O existing and future businesses. reimbursement and abatement program. Strategy2.2.3 - Identify and promote new and existing state and federal programs to support O business development and attraction. Strategy 2.2.4- Prepare a complete development site package for high-priority areas O including a map of available parcels. Strategy2.2.S- Certify available industrial sites as "shovel ready" to allow for faster turnaround O of development projects. Strategy2.2.6- Maintain and update annually property availability maps for commercial and O industrial parcels. 224 -!� IMPLEMENTATION MINNESOTA STATUTES 2022 116J.993 116J.993 DEFINITIONS. Subdivision 1. Scope. For the purposes of sections 116J.993 to 116J.995, the terms defined in this section have the meanings given them. Subd. 2. Benefit date. "Benefit date" means the date that the recipient receives the business subsidy. If the business subsidy involves the purchase, lease, or donation of physical equipment, then the benefit date begins when the recipient puts the equipment into service. If the business subsidy is for improvements to property, then the benefit date refers to the earliest date of either: (1) when the improvements are finished for the entire project; or (2) when a business occupies the property. If a business occupies the property and the subsidy grantor expects that other businesses will also occupy the same property, the grantor may assign a separate benefit date for each business when it first occupies the property. Subd. 3. Business subsidy. "Business subsidy" or "subsidy" means a state or local government agency grant, contribution of personal property, real property, infrastructure, the principal amount of a loan at rates below those commercially available to the recipient, any reduction or deferral of any tax or any fee, any guarantee of any payment under any loan, lease, or other obligation, or any preferential use of government facilities given to a business. The following forms of financial assistance are not a business subsidy: (1) a business subsidy of less than $150,000; (2) assistance that is generally available to all businesses or to a general class of similar businesses, such as a line of business, size, location, or similar general criteria; (3) public improvements to buildings or lands owned by the state or local government that serve a public purpose and do not principally benefit a single business or defined group of businesses at the time the improvements are made; (4) redevelopment property polluted by contaminants as defined in section 116J.552, subdivision 3; (5) assistance provided for the sole purpose of renovating old or decaying building stock or bringing it up to code and assistance provided for designated historic preservation districts, provided that the assistance is equal to or less than 50 percent of the total cost; (6) assistance to provide job readiness and training services if the sole purpose of the assistance is to provide those services; (7) assistance for housing; (8) assistance for pollution control or abatement, including assistance for a tax increment financing hazardous substance subdistrict as defined under section 469.174, subdivision 23; (9) assistance for energy conservation; (10) tax reductions resulting from conformity with federal tax law; (I1) workers' compensation and unemployment insurance; (12) benefits derived from regulation; Official Publication of the State of Minnesota Revisor of Statutes 116J.993 MINNESOTA STATUTES 2022 2 (13) indirect benefits derived from assistance to educational institutions; (14) funds from bonds allocated under chapter 474A, bonds issued to refund outstanding bonds, and bonds issued for the benefit of an organization described in section 501(c)(3) of the Internal Revenue Code of 1986, as amended through December 31, 1999; (15) assistance for a collaboration between a Minnesota higher education institution and a business; (16) assistance for a tax increment financing soils condition district as defined under section 469.174, subdivision 19; (17) redevelopment when the recipient's investment in the purchase of the site and in site preparation is 70 percent or more of the assessor's current year's estimated market value; (18) general changes in tax increment financing law and other general tax law changes of a principally technical nature; (19) federal assistance until the assistance has been repaid to, and reinvested by, the state or local government agency; (20) funds from dock and wharf bonds issued by a seaway port authority; (21) business loans and loan guarantees of $150,000 or less; (22) federal loan funds provided through the United States Department of Commerce, Economic Development Administration; and (23) property tax abatements granted under section 469.1813 to property that is subject to valuation under Minnesota Rules, chapter 8100. Subd. 4. Grantor. "Grantor" means any state or local government agency with the authority to grant a business subsidy. Subd. 5. Local government agency. "Local government agency" includes a statutory or home rule charter city, housing and redevelopment authority, town, county, port authority, economic development authority, community development agency, nonprofit entity created by a local government agency, or any other entity created by or authorized by a local government with authority to provide business subsidies. Subd. 6. Recipient. "Recipient" means any for-profit or nonprofit business entity that receives a business subsidy. Only nonprofit entities with at least 100 full-time equivalent positions and with a ratio of highest to lowest paid employee, that exceeds ten to one, determined on the basis of full-time equivalent positions, are included in this definition. Subd. 6a. Residence. "Residence" means the place where an individual has established a permanent home from which the individual has no present intention of moving. Subd. 7. State government agency. "State government agency" means any state agency that has the authority to award business subsidies. History: 1999 c 243 art 12 s 1; 2000 c 482 s 1; 2004 c 206 s 52; 1 Sp2005 c 3 art 7 s 1; 2006 c 259 art 4 s 1; 2008 c 366 art 5 s 2 Official Publication of the State of Minnesota Revisor of Statutes MINNESOTA STATUTES 2022 116J.994 1161994 REGULATING LOCAL AND STATE BUSINESS SUBSIDIES. Subdivision 1. Public purpose. A business subsidy must meet a public purpose which may include, but may not be limited to, increasing the tax base. Job retention may only be used as a public purpose in cases where job loss is specific and demonstrable. Subd. 2. Developing a set of criteria. A business subsidy may not be granted until the grantor has adopted criteria after a public hearing for awarding business subsidies that comply with this section. The criteria may not be adopted on a case-by-case basis. The criteria must set specific minimum requirements that recipients must meet in order to be eligible to receive business subsidies. The criteria must include a specific wage floor for the wages to be paid for the jobs created. The wage floor may be stated as a specific dollar amount or may be stated as a formula that will generate a specific dollar amount. A grantor may deviate from its criteria by documenting in writing the reason for the deviation and attaching a copy of the document to its next annual report to the department. The commissioner of employment and economic development may assist local government agencies in developing criteria. A copy of the criteria must be submitted to the Department of Employment and Economic Development along with the first annual report following May 15, 2000, or with the first annual report after it has adopted criteria, whichever is earlier. Notwithstanding section 116J.993, subdivision 3, clauses (1) and (21), for the purpose of this subdivision, "business subsidies" as defined under section 116J.993 includes the following forms of financial assistance: (1) a business subsidy of $25,000 or more; and (2) business loans and guarantees of $75,000 or more. Subd. 3. Subsidy agreement. (a) A recipient must enter into a subsidy agreement with the grantor of the subsidy that includes: (1) a description of the subsidy, including the amount and type of subsidy, and type of district if the subsidy is tax increment financing; (2) a statement of the public purposes for the subsidy; (3) measurable, specific, and tangible goals for the subsidy; (4) a description of the financial obligation of the recipient if the goals are not met; (5) a statement of why the subsidy is needed; (6) a commitment to continue operations in the jurisdiction where the subsidy is used for at least five years after the benefit date; (7) the name and address of the parent corporation of the recipient, if any; and (8) a list of all financial assistance by all grantors for the project. (b) Business subsidies in the form of grants must be structured as forgivable loans. For other types of business subsidies, the agreement must state the fair market value of the subsidy to the recipient, including the value of conveying property at less than a fair market price, or other in-kind benefits to the recipient. (c) If a business subsidy benefits more than one recipient, the grantor must assign a proportion of the business subsidy to each recipient that signs a subsidy agreement. The proportion assessed to each recipient must reflect a reasonable estimate of the recipient's share of the total benefits of the project. Official Publication of the State of Minnesota Revisor of Statutes 116J.994 MINNESOTA STATUTES 2022 2 (d) The state or local government agency and the recipient must both sign the subsidy agreement and, if the grantor is a local government agency, the agreement must be approved by the local elected governing body, except for the St. Paul Port Authority and a seaway port authority. (e) Notwithstanding the provision in paragraph (a), clause (6), a recipient may be authorized to move from the jurisdiction where the subsidy is used within the five-year period after the benefit date if, after a public hearing, the grantor approves the recipient's request to move. For the purpose of this paragraph, if the grantor is a state government agency other than the Department of Iron Range Resources and Rehabilitation, "jurisdiction" means a city or township. Subd. 4. Wage and job goals. The subsidy agreement, in addition to any other goals, must include: (1) goals for the number of jobs created, which may include separate goals for the number of part-time or full-time jobs, or, in cases where job loss is specific and demonstrable, goals for the number of jobs retained; (2) wage goals for any jobs created or retained; and (3) wage goals for any jobs to be enhanced through increased wages. After a public hearing, if the creation or retention of jobs is determined not to be a goal, the wage and job goals may be set at zero. The goals for the number of jobs to be created or retained must result in job creation or retention by the recipient within the granting jurisdiction overall. In addition to other specific goal time frames, the wage and job goals must contain specific goals to be attained within two years of the benefit date. Subd. 5. Public notice and hearing. (a) Before granting a business subsidy that exceeds $500,000 for a state government grantor and $150,000 for a local government grantor, the grantor must provide public notice and a hearing on the subsidy. A public hearing and notice under this subdivision is not required if a hearing and notice on the subsidy is otherwise required by law. (b) Public notice of a proposed business subsidy under this subdivision by a state government grantor, other than the commissioner of Iron Range resources and rehabilitation, must be published in the State Register. Public notice of a proposed business subsidy under this subdivision by a local government grantor or the commissioner of Iron Range resources and rehabilitation must be published in a local newspaper of general circulation. The public notice must identify the location at which information about the business subsidy, including a summary of the terms of the subsidy, is available. Published notice should be sufficiently conspicuous in size and placement to distinguish the notice from the surrounding text. The grantor must make the information available in printed paper copies and, if possible, on the Internet. The government agency must provide at least a ten-day notice for the public hearing. (c) The public notice must include the date, time, and place of the hearing. (d) The public hearing by a state government grantor other than the commissioner of Iron Range resources and rehabilitation must be held in St. Paul. (e) If more than one nonstate grantor provides a business subsidy to the same recipient, the nonstate grantors may designate one nonstate grantor to hold a single public hearing regarding the business subsidies provided by all nonstate grantors. For the purposes of this paragraph, "nonstate grantor" includes the commissioner of Iron Range resources and rehabilitation. (t) The public notice of any public meeting about a business subsidy agreement, including those required by this subdivision and by subdivision 4, must include notice that a person with residence in or the owner of taxable property in the granting jurisdiction may file a written complaint with the grantor if the grantor fails to comply with sections I I6J.993 to I I6J.995, and that no action may be filed against the grantor for the failure to comply unless a written complaint is filed. Official Publication of the State of Minnesota Revisor of Statutes MINNESOTA STATUTES 2022 116J.994 Subd. 6. Failure to meet goals. (a) The subsidy agreement must specify the recipient's obligation if the recipient does not fulfill the agreement. At a minimum, the agreement must require a recipient failing to meet subsidy agreement goals to pay back the assistance plus interest to the grantor or, at the grantor's option, to the account created under section l 16J.551 provided that repayment may be prorated to reflect partial fulfillment of goals. The interest rate must be set at no less than the implicit price deflator for government consumption expenditures and gross investment for state and local governments prepared by the Bureau of Economic Analysis of the United States Department of Commerce for the 12 -month period ending March 31 of the previous year. The grantor, after a public hearing, may extend for up to one year the period for meeting the wage and job goals under subdivision 4 provided in a subsidy agreement. A grantor may extend the period for meeting other goals under subdivision 3, paragraph (a), clause (3), by documenting in writing the reason for the extension and attaching a copy of the document to its next annual report to the department. (b) A recipient that fails to meet the terms of a subsidy agreement may not receive a business subsidy from any grantor for a period of five years from the date of failure or until a recipient satisfies its repayment obligation under this subdivision, whichever occurs first. (c) Before a grantor signs a business subsidy agreement, the grantor must check with the compilation and summary report required by this section to determine if the recipient is eligible to receive a business subsidy. Subd. 7. Reports by recipients to grantors. (a) A business subsidy grantor must monitor the progress by the recipient in achieving agreement goals. (b) A recipient must provide information regarding goals and results for two years after the benefit date or until the goals are met, whichever is later. If the goals are not met, the recipient must continue to provide information on the subsidy until the subsidy is repaid. The information must be filed on forms developed by the commissioner in cooperation with representatives of local government. Copies of the completed forms must be sent to the local government agency that provided the subsidy or to the commissioner if the grantor is a state agency. If the commissioner of Iron Range resources and rehabilitation is the grantor, the copies must be sent to the commissioner of Iron Range resources and rehabilitation. The report must include: (1) the type, public purpose, and amount of subsidies and type of district, if the subsidy is tax increment financing; (2) the hourly wage of each job created with separate bands of wages; (3) the sum of the hourly wages and cost of health insurance provided by the employer with separate bands of wages; (4) the date the job and wage goals will be reached; (5) a statement of goals identified in the subsidy agreement and an update on achievement of those goals; (6) the location of the recipient prior to receiving the business subsidy; (7) the number of employees who ceased to be employed by the recipient when the recipient relocated to become eligible for the business subsidy; (8) why the recipient did not complete the project outlined in the subsidy agreement at their previous location, if the recipient was previously located at another site in Minnesota; (9) the name and address of the parent corporation of the recipient, if any; Official Publication of the State of Minnesota Revisor of Statutes I I6J.994 MINNESOTA STATUTES 2022 4 (10) a list of all financial assistance by all grantors for the project; and (l 1) other information the commissioner may request. A report must be filed no later than March 1 of each year for the previous year. The local agency and the commissioner of Iron Range resources and rehabilitation must forward copies of the reports received by recipients to the commissioner by April 1. (c) Financial assistance that is excluded from the definition of "business subsidy" by section 116J.993, subdivision 3, clauses (4), (5), (8), and (16), is subject to the reporting requirements of this subdivision, except that the report of the recipient must include instead: (1) the type, public purpose, and amount of the financial assistance, and type of district if the assistance is tax increment financing; (2) progress towards meeting goals stated in the assistance agreement and the public purpose of the assistance; (3) if the agreement includes job creation, the hourly wage of each job created with separate bands of wages; (4) if the agreement includes job creation, the sum of the hourly wages and cost of health insurance provided by the employer with separate bands of wages; (5) the location of the recipient prior to receiving the assistance; and (6) other information the grantor requests. (d) If the recipient does not submit its report, the local government agency must mail the recipient a warning within one week of the required filing date. If, after 14 days of the postmarked date of the warning, the recipient fails to provide a report, the recipient must pay to the grantor a penalty of $100 for each subsequent day until the report is filed. The maximum penalty shall not exceed $1,000. Subd. 8. Reports by grantors. (a) Local government agencies of a local government with a population of more than 2,500 and state government agencies, regardless of whether or not they have awarded any business subsidies, must file a report by April 1 of each year with the commissioner. Local government agencies of a local government with a population of 2,500 or less are exempt from filing this report if they have not awarded a business subsidy in the past five years. The report must include a list of recipients that did not complete the recipient report required under subdivision 7 and a list of recipients that have not met their job and wage goals within two years and the steps being taken to bring them into compliance or to recoup the subsidy. If the commissioner has not received the report by April 1 from an entity required to report, the commissioner shall issue a warning to the government agency. If the commissioner has still not received the report by June 1 of that same year from an entity required to report, then that government agency may not award any business subsidies until the report has been filed. (b) The report required under paragraph (a) is also required for financial assistance of $25,000 and greater that is excluded from the definition of "business subsidy" by section 116J.993, subdivision 3, clause (1), and of $75,000 and greater that is excluded from the definition of "business subsidy" by section 116J.993, subdivision 3, clause (21). The report for the financial assistance under this paragraph must be completed within one year of the granting of the financial assistance. The report required for financial assistance under this paragraph must include: Official Publication of the State of Minnesota Revisor of Statutes MINNESOTA STATUTES 2022 116J.994 (1) the name of the recipient, its organizational structure, its address and contact information, and its industry sector; (2) a description of the amount and use of the financial assistance and the total project budget, including a list of all financial assistance by all grantors for the project and the private sources of financial assistance; (3) the public purpose of the financial assistance, the job goals associated with both the financial assistance and the total project in which the financial assistance is included, the hourly wage of each job created, and the cost of health insurance provided by the employer; (4) the date the project will be completed; (5) the name and address of the parent corporation of the recipient, if any; and (6) any other information the commissioner may request. (c) Within one year of completing a report under paragraph (b), the local government agency must report to the commissioner on progress in achieving the purposes and goals under paragraph (b), clause (3). (d) The commissioner of employment and economic development must provide information on reporting requirements to state and local government agencies. Subd. 9. Compilation and summary report. The Department of Employment and Economic Development must publish a compilation and summary of the results of the reports for the previous two calendar years by December l of 2004 and every other year thereafter. The reports of the government agencies to the department and the compilation and summary report of the department must be made available to the public. The commissioner must make copies of all business subsidy reports submitted by local and state granting agencies available on the department's website by October l of the year in which they were submitted. The commissioner must coordinate the production of reports so that useful comparisons across time periods and across grantors can be made. The commissioner may add other information to the report as the commissioner deems necessary to evaluate business subsidies. Among the information in the summary and compilation report, the commissioner must include: (l) total amount of subsidies awarded in each development region of the state; (2) distribution of business subsidy amounts by size of the business subsidy; (3) distribution of business subsidy amounts by time category; (4) distribution of subsidies by type and by public purpose; (5) percent of all business subsidies that reached their goals; (6) percent of business subsidies that did not reach their goals by two years from the benefit date; (7) total dollar amount of business subsidies that did not meet their goals after two years from the benefit date; (8) percent of subsidies that did not meet their goals and that did not receive repayment; (9) list of recipients that have failed to meet the terms of a subsidy agreement in the past five years and have not satisfied their repayment obligations; Official Publication of the State of Minnesota Revisor of Statutes 116J.994 MINNESOTA STATUTES 2022 6 (10) number of part-time and full-time jobs within separate bands of wages for the entire state and for each development region of the state; (l 1) benefits paid within separate bands of wages for the entire state and for each development region of the state; and (12) number of employees in the entire state and in each development region of the state who ceased to be employed because their employers relocated to become eligible for a business subsidy. Subd. 10. Compilation. The Department of Employment and Economic Development must publish a compilation of granting agencies' criteria policies adopted in the previous two calendar years by December I of 2004 and every other year thereafter. Subd. 11. Enforcement. (a) A person with residence in or an owner of taxable property located in the jurisdiction of the grantor may bring an action for equitable relief arising out of the failure of the grantor to comply with sections 116J.993 to 116J.995. The court may award a prevailing party in an action under this subdivision costs and reasonable attorney fees. (b) Prior to bringing an action, the parry must file a written complaint with the grantor stating the alleged violation and proposing a remedy. The grantor has up to 30 days to reply to the complaint in writing and may take action to comply with sections I I6J.993 to I I6J.995. (c) The written complaint under this subdivision for failure to comply with subdivisions l to 5, must be filed with the grantor within 180 days after approval of the subsidy agreement under subdivision 3, paragraph (d). An action under this subdivision must be commenced within 30 days following receipt of the grantor's reply, or within 180 days after approval of the subsidy agreement under subdivision 3, paragraph (d), whichever is later. History: 1999 c 243 art 12 s 2; 2000 c 482 s 2-11; 2001 c 7 s 28; 2003 c 128 art 13 s 24-26; 1 Sp2003 c 4 s 1; 2004 c 206 s 24,25; 1 Sp2005 c 1 art 4 s 23,24; 1 Sp2005 c 3 art 7 s 2-5; 2008 c 366 art 5 s 3-5; 2017 c 94 art 7 s 11-13 Official Publication of the State of Minnesota Revisor of Statutes NOTICE OF PUBLIC HEARING CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AMENDED BUSINESS SUBSIDY CRITERIA Notice is hereby given that the City Council of the City of Monticello, Minnesota (the "City") will meet at or after 6:30 p.m. on Monday, October 23, 2023, at the Monticello Community Center/City Hall located at 505 Walnut Street in the City, to conduct a public hearing on the consideration and adoption of an amended and restated criteria for granting business subsidies (the "Amended Business Subsidy Policy") under Minnesota Statutes, Sections 116J.993 through 116J.995, as amended. A copy of the Amended Business Subsidy Policy is available for inspection at the office of the City Administrator at City Hall during regular business hours. All interested persons may appear at the hearing and present their views on the matter orally or provide their comments prior to the meeting in writing. Dated: October 6, 2023 BY ORDER OF THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA /s/Rachel Leonard City Administrator MN190\101X906617.v1 City Council Agenda: 10/23/2023 4A. Consideration of Resolution 2023-93 authorizing the City of Monticello Tax Abatement Policy Prepared by: Meeting Date: ❑ Consent Agenda Item Economic Development Manager 10/23/2023 ® Regular Agenda Item Reviewed by: Approved by: Community Development City Administrator Director, Community & Economic Development Coordinator, Finance Director The EDA unanimously recommends adoption of the Tax Abatement Policy. Motion to adopt City Council Resolution 2023-93 authorizing the City of Monticello Tax Abatement Policy. PREVIOUS CITY COUNCIL OR EDA ACTION June 14, 2023: A joint EDA and City Council meeting was held with Tammy Omdal, Northland Securities, providing an overview of the potential uses of Tax Abatement as an economic development tool along with the mechanics of how it is used by various municipalities. Direction was given to staff to formulate a Tax Abatement Policy for consideration at a future meeting. September 13, 2023: A joint EDA and City Council meeting was held reviewing the proposed Tax Abatement Policy with discussion and feedback provided to staff by City Council and EDA members. October 11, 2023: EDA review of proposed Tax Abatement Policy. REFERENCE AND BACKGROUND The Tax Abatement Policy provides a framework for the City's use of tax abatement in support of achieving the goals of the Monticello 2040 Vision + Plan. It is a business subsidy tool similar to Tax Increment Financing (TIF), however, it is more flexible in that it may be used to support a wider variety of development projects, and also less complex in its administration. Its limitations make it a less financially powerful tool in that each local government jurisdiction, i.e., the School District, County and City, has independent authority to determine if it is willing to authorize a Tax Abatement (through a Tax Abatement Funding Assistance Agreement). Each City Council Agenda: 10/23/2023 jurisdiction can also determine, or customize, the amount of Tax Abatement for specific applicant proposals. The draft Tax Abatement Policy attached to this report identifies the specific areas of public interest necessary for granting a Tax Abatement. Consistent with state statutes, the eligible uses of Tax Abatement are listed below: ✓ Retain or create jobs that offer stable employment or living wages and benefits ✓ Enhance or diversify the City's economy based on a demonstrated need ✓ Provide transportation or public infrastructure improvements ✓ Remove blight and/or encourage high quality redevelopment of commercial and industrial areas through private investment ✓ Provide affordable housing ✓ Improve the quality of life of City residents by providing a desirable good or service The Policy also notes the ineligible uses of Tax Abatement under "Ineligible Projects" and spells out the "Developer Requirements" in Section 2.0. Individual tax abatement project proposals will be evaluated against their qualifications in meeting or exceeding the public purpose statements and developer requirements. The EDA's attorney drafted the Tax Abatement Policy consistent with the Abatement Act. As a tool administered by the City, the City's Attorney also reviewed the proposed Policy. Budget Impact: The budget impact to the EDA's General Fund budget related to the preparation, review and adoption of a Tax Abatement Policy is projected to be approximately $2,130. Future budget impacts, which would be largely borne by the City rather than the EDA, are project specific and dependent. II. Staff Workload Impact: City staff workload related to the final review and recommendation of the proposed Tax Abatement Policy consisted of communication with the EDA attorney, review and preparation of the draft policy, and the City Council meeting staff report. Staff involved in the effort included the City Administrator, Finance Director, Community Development Director, Community & Economic Development Coordinator, and the Economic Development Manager. III. Comprehensive Plan Impact: The Vision adopted as part of the Monticello 2040 Vision + Plan outlines a wide range of Economic Development Goals. To accomplish this wide- ranging set of goals, it is critical for the City to consider using the available economic development tools that are authorized through State statutes. The 2040 Plan includes a specific strategy for establishment of a tax abatement program to further support the community's economic development goals. City Council Agenda: 10/23/2023 EDA REVIEW AND RECOMMENDATION While Tax Abatement is a City -authorized economic development tool per state statute (EDAs are not allowed to use Tax Abatement), staff presented the Draft Tax Abatement Policy to the EDA at its regular October 11, 2023, meeting for review and recommendation. The EDA unanimously approved and recommended that the City Council approve the policy. Under the proposed Tax Abatement Policy, the EDA's role is spelled out as a review and recommendation body prior to City Council consideration of specific Tax Abatement application proposals. STAFF RECOMMENDATION Staff recommends adoption of the Tax Abatement Policy. In approving the policy, the City Council will significantly broaden the economic development options available to support and complete development projects in the City. SUPPORTING DATA A. City Council Resolution 2023-93 B. DRAFT City of Monticello Tax Abatement Policy C. Northland Securities PowerPoint Slide —Overview of Tax Abatement (06-14-23 Workshop) D. Excerpts, Monticello 2040 Vision + Plan CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION NO. 2023-93 RESOLUTION APPROVING TAX ABATEMENT POLICY BE IT RESOLVED By the City Council (the "Council") of the City of Monticello, Minnesota (the "City") as follows: Section 1. Recitals. 1.01. Minnesota Statutes, Sections 469.1812 through 469.1815, as amended (the "Abatement Act"), provides the City with the authority to grant a current or prospective abatement, by contract or otherwise, of the City's taxes on a parcel of property, or defer the payments of the taxes and abate the interest and penalty that otherwise would apply ("Abatements") in certain circumstances. 1.02. The City acknowledges that Abatements can at times serve as a valuable financing tool to further the development and redevelopment objectives of the City and to that end, the City has caused to be prepared certain criteria to guide the City in awarding Abatements pursuant to the Abatement Act (the "Tax Abatement Policy"). Section 2. Tax Abatement Policy Approved. 2.01. The Council hereby approves the Tax Abatement Policy on file in City Hall, which criteria supersedes any other prior tax abatement policy or criteria adopted by the City. 2.02. City staff is hereby authorized to take all actions necessary to implement the Tax Abatement Policy. Approved by the City Council of the City of Monticello, Minnesota this 23rd day of October, 2023. Mayor ATTEST: City Clerk MN190\101\906682.vl __1 ("t CITY OF City Policy and `' MonticeRito Procedure SECTION: FINANCE NO: FIN - REFERENCE: Date: Next Review Date: TITLE: TAX ABATEMENT POLICY 1.0 Purpose Minnesota Statutes, Sections 469.1812 through 469.1815, as amended (the "Abatement Act"), provides the City of Monticello, Minnesota (the "City") with the authority to grant tax abatements in certain instances. The City intends to provide tax abatement assistance ("Abatement") to: • Encourage desirable development or redevelopment in the City (each, a "Project") that would not occur but for the Abatement. • Leverage Abatement and other public dollars to maximize private sector investment in the City. 2.0 Policy Project Requirements To grant an Abatement for a Project, the City must find that (1) the benefits of the Project to the City will be equal to or greater than the cost of the Abatement; (2) the Project would not be feasible but -for the granting of the Abatement; (3) the Project is in conformity with the City's Comprehensive Plan, Land Use Plan and Zoning Ordinances and the Abatement Act; and (4) the Project will serve the public interests of the City because it will: • Retain or create jobs that offer stable employment or living wages and benefits, • Enhance or diversify the City's economy based on a demonstrated need; • Provide transportation or public infrastructure improvements; • Remove blight and/or encourage high quality redevelopment of commercial and industrial areas through private investment; • Provide affordable housing; • Improve the quality of life of City residents by providing a desirable good or service. Ineligible Projects The City will not grant an Abatement for Projects where: • The sole public benefit of the Project is the preservation or increase of the City's tax base. • The Project is purely speculative (the Developer must demonstrate a market demand for the Project). • The Abatement would create an unfair and significant competitive financial advantage over other developments in the area. • The Project would place extraordinary demands on City services or would generate significant negative environmental impacts. Developer Requirements For the City to grant an Abatement for a Project, the developer of the Project (the "Developer") must: • Invest a reasonable amount of cash equity into the Project, as determined by the City. • Provide financial guarantees to ensure completion of the Project to the satisfaction of the City, including, but not limited to, letters of credit, personal guarantees, etc., unless an exception is granted by the City. • Demonstrate, to the City's sole satisfaction, an ability to complete the Project based on, among other things, past development experience and credit history, among other factors including the size and scope of the proposed project. • Demonstrate the benefits to the City, specifically how the Project meets the Project Requirements of this policy. • Provide any market, financial, environmental, or other data as the City or its consultants may reasonably request to analyze the Project and the need for the Abatement. • The Developer shall comply in all respects with the City's Business Subsidy Criteria and comply with all the Minnesota Statutes, Section 1161.993 through 1161.995 (the "Business Subsidy Act"), if applicable. • The Developer shall be responsible for the payment of all costs of the City's consultants relating to the abatement, including but not limited to the fees of the City's municipal advisor and attorney. Abatement Funds Amount: The length and amount of the Abatement will be based on the Abatement Act and a specific Project's need as determined by the City. Source: The Abatement shall be garnered from City property taxes collected from the added tax base of the Project. Property taxes collected from the base value of the land or any current structures on the property will not be abated as part of any assistance granted under this Policy. Uses: When applicable, Abatement funds shall be prioritized in use to finance public improvements and City -supported design elements associated with the Project. Abatement funds may also be used to finance: • Legal, administrative, and engineering costs; • Site preparation, site improvement, land purchase*, demolition, and environmental remediation; and • Capitalized interest and bonding costs, if applicable. *Abatement shall not be provided to reimburse land purchases in excess of a property's fair market value. An appraisal by a third party, agreed upon by the City and Developer and paid for with Developer's escrow, will determine the fair market value of a property. MN190\101\900566.v3 Payments: Approved Abatements shall be provided to the Developer upon receipt of the Abatement by the City, otherwise referred to as the pay-as-you-go method. Abatement Approval Process: 1. Developer submits the completed application along with a nonrefundable initial application fee and escrow as established in the City's adopted ordinance for fee schedule. City staff reviews the application and completes the Application Review Worksheet (the "Worksheet"). 2. The Worksheet is submitted to City's Economic Development Authority (the "EDA") who reviews the Project and provides a recommendation on whether or not to grant the Abatement. 3. The Worksheet and the EDA's recommendation are submitted to the City Council for review. If preliminary approval of the Abatement is granted, the applicant submits the final application fee and escrow as established in the City's adopted ordinance for fee schedule. 4. If preliminary approval is granted, City staff works with its consultants to prepare the documents necessary to approve the Abatement, including but not limited to a tax abatement assistance agreement between the City and the Developer including a business subsidy agreement, if required by the Business Subsidy Act (the "Development Agreement"). 5. Public hearing notice(s) are published. 6. Public hearing(s) on the Abatement and, if necessary, the granting of a business subsidy as required by the Business Subsidy Act, are held. Please note that the City will not hold a public hearing on the Abatement until the Development Agreement is in final form and has been signed by the Developer. 7. The City Council grants final approval or denial of the Abatement and the Development Agreement, including a business subsidy agreement, if applicable. The City reserves the right to approve or reject Projects on a case-by-case basis, regardless of the EDA's recommendation, taking into consideration established policies, Project criteria, and potential demand on City services weighed against the potential Project benefits. Meeting the Project and Developer requirements detailed in this Tax Abatement Policy does not guarantee that a Project will be granted an Abatement. Approval or denial of one Project is not intended to set precedent for approval or denial of another Project. Further, the City Council may deviate from this Tax Abatement Policy for Projects that supersede the objectives identified herein, for which the public benefit shall be enumerated within the official findings for the Abatement. 3.0 Scope This policy applies to all projects that apply for and may receive tax abatement assistance pursuant to the Abatement Act. 4.0 HISTORY Approval Date: Approved by: City Council Amendment Date: Approved by: Amendment Date: Approved by: MN190\101\900566.v3 NORTHLAND 41 PUBLIC FINANCE ■ Tax abatement acts like a simpler and less powerful version of TIF ■ City, county and school district have independent authority to grant tax abatement ■ Different from TIF and authority of city to approve capture of taxes ■ Acting alone, the city cannot generate the same amount of revenue from tax abatement as TIF NORTHLAND 42 PUBLIC FINANCE N No statutory criteria for findings for public interest ■ May use one or multiple criteria N Public interest statement is included in the approving resolution for Tax Abatement ■ Monticello approved a Tax Abatement project in 2017 (Resolution 2017-29) to help finance infrastructure improvements for Fallon overpass and associated street improvements,, not to exceed amount of $9.0 million .. ft*, NORTHLAND 43 PUBLIC FINANCE 1. Tax base 6. Infrastructure 2. Jobs 3. Public facilities 4. Redevelopment 5. Access to services for residents -0- *N NORTHLAND PUBLIC FINANCE 7. Phase in tax increase from significant investment 8. Stabilize tax base for utility property ■ Certain projects may be of sufficient importance to encourage county and/or school district to consider tax abatement ■ If one political subdivision declines to abate, then the city abatement levy can be made for a maximum of 20 years ■ If a city, county and school district all abate, then the maximum period drops to 15 years NORTHLAND 45 PUBLIC FINANCE ■ Total amount of property taxes abated (tax abatement levy) in any year may not exceed greater of: (1) ten percent of the net tax capacity of the political subdivision for the taxes payable year to which the abatement applies, or (2) $200,000, whichever is greater NORTHLAND 46 PUBLIC FINANCE ■ Tax abatement in MN works more like a rebate than an abatement ■ Certify levy equal to the amount of taxes to be abated ■ Tax abatement levy is spread the same as the general fund levy ■ Revenue from tax abatement levy can be paid to a developer or retained by city for qualified uses NORTHLAND 47 PUBLIC FINANCE Calculating Tax Abatement Levy Parcels Parcels Subject to Subject to Ir Abatement. Abatement Parcels Parcels Subject to Subject to Abatemen Abatement M790�=O- Tax Capacity Valu of Parcels Jurisdiction's Tax Rate "'A Annual 1, Tax Abatemen Levy Projects that do not meet criteria for other financing, including criteria for TIF: ■ Redevelopment lacking "substandard" buildings ■ Housing without specific income requirements ■ Economic development other than stated "industrial" uses in TIF Act -or*" NORTHLAND 49 PUBLIC FINANCE Fund 1*ng options are similar to TIF ■ Three basic options: -AV 6. NORTHLAND PUBLIC FINANCE Pay -As -You -Go (reimbursement over time) Issuance of Bonds Inter -fund Loan 50 ■ City has authority to issue general obligation Tax Abatement Bonds ■ Bonds are supported by tax abatement levy ■ Limits on use of proceeds for eligible costs ■ Not subject to debt limit ■ No election required NORTHLAND 51 PUBLIC FINANCE Helpful to create and adopt policy guideli nes for Tax Abatement ■ Define objectives/criteria for use in advance ■ Provide consistent framework for evaluating requests NORTHLAND 52 PUBLIC FINANCE ■ Tax Abatement can be a useful tool for assisting private development, especially for projects that may not qualify for TIF M Not as complex to establish and manage as TIF ■ City property taxes are captured and used to finance activities need to encourage development or to support other public interests ■ Other taxing jurisdiction taxes (county and school district) have independent authority to consider tax abatement (separate from city) -let NORTHLAND 53 PUBLIC FINANCE IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM 224 -!� IMPLEMENTATION Policy 2.1. Diverse • Economic Sectors Strategy2.1.1- Capitalize on the proximity to 1-94 regional transportation facilities, available O ' • • " • • • • • • land and educated and skilled workforce to �a • . - • - Diversify economic sectors to create opportunities for job growth. - • • • - broaden the base of available . • - • • - • living wage employment in Strategy2.1.2- Inventory existing industry • - • • the Community. clusters and strengthen those clusters by attracting similar and complementary businesses. O Strategy2.1.3- Work with existing business clusters to expand the attraction of supply O chain companies. Strategy2.1.4- Recognize changing land use patterns for industrial parks, and other or O alternative uses such as co -working spaces. Policy2.2. Business Toolbox Strategy2.2.1- Promote economic development tools to the business community. O Maintain a business development and job creation toolbox to assist Strategy2.2.2- Develop criteria for a City tax O existing and future businesses. reimbursement and abatement program. Strategy2.2.3 - Identify and promote new and existing state and federal programs to support O business development and attraction. Strategy 2.2.4- Prepare a complete development site package for high-priority areas O including a map of available parcels. Strategy2.2.S- Certify available industrial sites as "shovel ready" to allow for faster turnaround O of development projects. Strategy2.2.6- Maintain and update annually property availability maps for commercial and O industrial parcels. 224 -!� IMPLEMENTATION City Council Agenda: 10/23/2023 4113. Consideration of adopting the Parks, Arts, and Recreation Comprehensive Needs Assessment summary provided by Bolton & Menk Prepared by: Meeting Date: ❑ Consent Agenda Item Parks & Recreation Director 10/23/2023 p Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director ACTION REQUESTED Motion to adopt the Parks, Arts, and Recreation Comprehensive Needs Assessment summary prepared by Bolton & Menk. PREVIOUS ACTION REQUESTED February 27, 2023: City Council authorized Bolton & Menk to provide consulting services for a Park, Arts & Recreation Comprehensive Needs Assessment Project for a total cost of $89,644. REFERENCE AND BACKGROUND In April 2023, Bolton & Menk and City staff kicked off the Comprehensive Needs Assessment Project. The purpose of the project was to evaluate existing parks, arts, and recreation infrastructure and programming to better understand how well it is serving the needs of the community and what system adjustments should be prioritized to best meet those needs in the future. The consultant team from Bolton and Menk used a combination of data analysis, infrastructure evaluation, and public engagement to create a summary that incorporates emerging trends in parks and recreation combined with a local focus on the unique wants and needs of the Monticello community. To achieve comprehensive results, the project team sought public input from both residents and stakeholder groups, including local athletic associations. Specifically, the project team used the following inputs to develop the summary: • Demographics • Comparative Analysis using NRPA metrics • Parks and Program Inventory • Community Survey & Recreation Trends City Council Agenda: 10/23/2023 • Budget Analysis The completed assessment reflects and prioritizes community needs, evaluates existing and proposed future park elements, and reviews system infrastructure conditions. Overall, it found that the quantity, size and distribution of local parks is effective, and public satisfaction with the parks and recreation system is high. Recommendations for improvement included improving connectivity and information about walking and biking for both recreation and transportation access uses, improved access to restrooms and shelters, and expanded access to natural areas like the river. If adopted, the Needs Assessment Summary will serve as a data -supported planning document to help guide the Capital Improvement Plan and system -wide planning for facilities and amenities consistent with the Monticello 2040 Vision + Plan. The information will also be used to help guide the next phase of the overall park planning project which is a city-wide Parks Master Plan. The Master Plan will provide a comprehensive vision for the next 15 — 20 years. Once complete, the Master Plan will be requested for adoption as an appendix to the Monticello 2040 Vision + Comprehensive Plan. The Monticello Parks, Arts, and Recreation Commission had an opportunity to review the Needs Assessment Summary at a recent meeting and recommended adoption by the City Council. Budget Impact: The Parks, Arts & Recreation Comprehensive Needs Assessment will inform the work of the Parks Master Plan. Adoption of the Needs Assessment has no direct budget impact. II. Staff Workload Impact: Managing consultant and project timelines. III. Comprehensive Plan Impact: The Monticello 2040 Comprehensive Plan includes a commitment to maintain and enhance a city park and recreation system with a wide range of parks and recreational facilities that provide opportunities for active and passive recreation, healthy lifestyles, access to wildlife and nature, and reflects the community's value for a world-class park system and variety of recreational experiences. The City will strive to provide superior parks, arts and recreational opportunities for all residents and visitors. STAFF RECOMMENDED ACTION Staff recommends adopting the Parks, Arts, and Recreation Comprehensive Needs Assessment summary provided by Bolton & Menk. SUPPORTING DATA • Summary from Bolton & Menk. QBOLTON & MENK Real People. Real Solutions. October 23, 2023 Monticello bl) BerryDunn Project Summ 41112 A& Steering Committee Anna Springer, PLA Project Manager, Landscape Architect Bolton & Menk Eric Holt, PLA Project Manager, Landscape Architect Bolton & Menk Steering Committee Colin Thomasgard Landscape Designer Bolton & Menk • Tom Pawelk - Parks, Arts, & Recreation Director • Josh Barthiaume - Parks Superintendent • Sara Cahill - Program and Operations Manager • Beth Green - Administrative Assistant • Tricia Handorff - Member Services Manager Rachel LeMire Communications, Public Engagement Bolton & Menk n Jesse Myott Financial Analysis BerryDunn A* Tom Diehl Recreation Planning and Management BerryDunn • Leanne Holker - Monticello Baseball Association • Haley Foster - Communications and Marketing Specialist • Sue Seeger - MontiArts Director • Angela Schumann - Community Development Director • Rachel Leonard - City Administrator Project Summ I Status PAR Needs Assessment (2023): System Master Planning (2024): Demographics Uses data gathered from Needs Assessment Comparative Analysis (NRPA Metrics) • Site-specific recommendations Community Survey & Recreation Trends 0 CIP budget estimates Parks and program inventory 0 Comprehensive report document Budget analysis Communit&EngagemeqtA We heard you! The City of Monticello saught out resident input to understand community priorities for parks, art and recreation needs throughout the city. Input from the community will help guide the City through a city-wide park planning process. The plan will inform infrastructure, amenities, and programming decisions. Next steps The project team will use the input gathered from the public to draft a plan that will influence future changes to infrastructure and programming for the city's parks, art, and recreation amenities. This plan will be a part of the city's master plan for the upcoming years and will reflect the desires of the community. Engagement Timeline Mar Apr May Jun Jul Aug Sep Key Project website Pop-up events Community survey Cod Communit Engagement Survey Results From mid-May to mid-July a public survey was promoted to community members through the city's social media channels and public events to offer their insight on the current state of parks, art, and recreation amenities and to share their vision for the future. Amenities 76% of respondents use Monticello's pathways (trails & sidewalks) once a month or more. 64% of respondents use Monticello's recreational facilities (sports fields, dog parks, community center, etc.) once a month or more. ACCESSIBLE - NATURE -ORIENTED - FUN were the top three terms used to describe Monticello's Parks & Recreation facilities Q: What is your overall impression of Monticello park, 17% trail, and recreatiol amenities? 599ra Good ^gni 20% Parks/Facilities Q: How well do Monticello's current parks and recreation facilities meet your needs? - 77% of respondents positively rated the physical condition of Monticello's parks and recreation facilities (excellent - 20% or good - 57% ) �o 20% 7% 55% What discourages people from Why are some parks visited more using the parks? than others? 34% = 630/0 Amenities available (restrooms, shelters, etc.) = Proximity to homelworklschool 320/a = 460/0 Proximity to your location = Type of equipmentlfaciIitieslamen ities available 27% 350/0 Lack of connection to/between parks - Type of activities held Community Engagement Top amenities to focus on in the next 5-14 years: 1st Walking/running - 59% of respondents 2nd respondenycling - 4796 of respondents 3rd I. Playground equipment - 42% of respo nde nts Q Q 4th Lake/rivef a sCess - 37% of respondents 5th Athietifs [soccer, fuel ba11, sohGalklhasebal1 34% of respondents 62% 56% Great River Regional Trail Community Garden 61% 54% Montiview Mountain Bike Mississippi River Trail Challenge Course Monticello's Winter Activites Winter Activities/Amenities with the highest percentage of respondents that participate in the activity: 58°Ila 21% Sliding hills at East Bridge Indoor ice Skating at and/or River Mills Parks Moose Sherritt Arena 30% Outdoor Ice Skating at West Bridge and/or 4th Street Parks 21% Snow Shoeing/Cross Country Skiing at Bertram Chain of Lakes Regional Park Lai Q: How often do you use the following amenities/ activities (1 - rarely used, 5 - often used) Q: Do you participate in any of our partner organization activities? Q: Have you participated in the following community events? `..■.'� Mnntieello's Hidden Gems � � �,� percentage of re es with the highest percentage of respondents that have NOT heard of the amenity: 62% 56% Great River Regional Trail Community Garden 61% 54% Montiview Mountain Bike Mississippi River Trail Challenge Course Monticello's Winter Activites Winter Activities/Amenities with the highest percentage of respondents that participate in the activity: 58°Ila 21% Sliding hills at East Bridge Indoor ice Skating at and/or River Mills Parks Moose Sherritt Arena 30% Outdoor Ice Skating at West Bridge and/or 4th Street Parks 21% Snow Shoeing/Cross Country Skiing at Bertram Chain of Lakes Regional Park Lai Q: How often do you use the following amenities/ activities (1 - rarely used, 5 - often used) Q: Do you participate in any of our partner organization activities? Q: Have you participated in the following community events? Recreational Trends Connectivity pathways, sidewalks, trails 27%of respondents stated lack of connectivity to/between parks discouraged their use score for frequency of use for 39,89walking/biking trails -highest our of 5 ranked Monticello's Hidden Gems A����• of respondents have NOT heard of the 6 Z%Great River Regional Trail INRIF 0 9% of respondents chose walking/running (connectivity) as a top amenity to 5focus on in the next 5-10 years 41 AnaLysic- Recreational Trends �q Parks =r^rlrecreational amenities 34%of respondents stated lack of amenities available (restrooms, shelters, etc.) discouraged their use 46%of respondents indicated type of equipment/facilities/amenities available determines park use 0 ' of respondents chose playground equipment as a 42%top amenity to focus on the next 5-10 years of respondents use Monticello`s recreational facilities (sports fields, ••• 64%dog parks, community center, etc.) once a month or more 36 AnaLysir- Recreational Trends 1� NaturalAreas passive recreation ACCESSIBLE - NATURE -ORIENTED - FUN were the top three terms used to describe Monticello's Parks & Recreation facilities � o 4th Lake/river access was ranked 4th as an amenity to focus on for the next 5-10 years Recreational Trends 0 Programming parks need recreational programming P 35% of respondents stated the types of programs and activities held determines which park they use *18 18 score for frequency of use for 3events (music, movies, festivals) out of 5 �o AlVA, Athletics programming (soccer, football, baseball) ranked 5th ■��- 5th p as a top focus for the next 5-10 years Inventory0,I Focus Group Outreach Athletic Association Focus Group Recap: • High-level operating procedures/ agreements • Take home exercise: S.W.O.T Analysis School District Focus Group Recap: • High-level operating procedures/agreements • Student engagement focus Sunny Days Therapy • Meeting TBD Home Schoolers 0 Meeting TBD YOB X`6}LL SINGLE 44 I ULfP PU PP09E 4 Ikil GAEEII '� GREEN '.�' .yf.iyry ]vim �P�.IIPtiu 1. r.n� r onmew•u oTv,or� nw, PRIMARY—. ' nFroxE si ¢R --:. M�wn.c ML1LTMFUR, - KID �S' 'IOBEX DGU.LE.ULTI U.IOSE GREEK �. INS L.....rrrnurwuP•. M] r •Y.�••;�T•' �� �• � MVLhPL BASEBALL FIELpBASEBALL �EpPAYTIIAfI iwMr+.n�. �kXin Y; . yE5 l LDOPSYSTEM� •�� TKMK SXBIEB AAFJL 60UBL1 WLil-PYRPOSE GREEN . `L ■ ifN nCaw[woiw[i � � N�•iaEv�i, , al ,v� ,, MUBLEPIUM PURPOSE GREEN _ 5 NG LE MUB IEMULn PURPOSEGRCCN �AjMUl'fl PUR •RM[Mowp spu iFYorc sera 'x R "EEN Gneeulee wNliy •,Ss..r.r.Alen�-fN\ ��� w4r+N�4 Yw.h B.eecw Fioav IceNOCNEY IIRANCE `,r ~ rNG C EXISOU TY PAR %K ROAD � Sims► � IIM Inventory0,1 Peer Community Comparisons Regional Benchmarking: Elk River & Buffalo • Comparative metrics: • Population • Number of Parks • Total Parkland in Acres • Acres per 1,000 Residents • Total Non -City Parkland (state, regional) • Facility types, quantities • Program Offerings • Full time employees • Part time/seasonal employees • Annual budget • Peer Interviews: • What special features or facilities do you have in your system? • How are Arts and Culture integrated into your system? • What are some of the biggest challenges facing your department? • What trends are impacting your operations and or/capitol improvement planning? • How do you fund operations & maintenance and capital improvements? • How is your park dedication program structured? • Can you talk about your relationships and formal agreements with different sports associations? 0 How do you collaborate with your local school district? Inventory.1 NRPA Comparative Metrics 2023 NRPA Agency Performance Review Key Findings -nft per per Acres of parkland per 1,000 residents: Operating expenditures J I x V1 EUatwnal Recmatgn and Park ns wkan Residents per Percentage of full-time staff dedicated to operations/maintenance: Revenue to operating 0 "NRPA Park Metrics is the most comprehensive source of data standards and insights for park and recreation agencies... This suite of tools allows park and recreation agencies to build customized reports that allow for comparison with peer agencies. Park and recreation professionals can use this benchmark data to gain more funding support, improve operations and better serve their communities. " Source: https://www.nrpa.org/publications-research/ParkMetrics/ I ! : I ■ Programs Staffing Budget Strategies Funding Inventory, Population 14,619 30 Parks/450 AC 15 FTE's 1 Park per 487 Residents 30 Park AC per 1,000 Residents Dc i pu ation 45,000 22 Parks/571 AC 11.3 FTE's 1 Park per 2,287 Residents 10.8 Park AC per 1,000 Park Conditions and Amenities =L--& Home u Monticello Parks inventory a)Details J Edit REBasemap J,16MM04=4 Open in Map v—er Modify Map Colin ,'3y Print . 11� Directions > Measure ` 1 a --, - :-Lce Q ISMICI Mapping Topics • Seasonal Use Skating rinks, sledding, ski trails • Active Recreation Fields (soccer, football, lacrosse, flex field, baseball/softball] Courts (basketball, tennis, pickleball, gaga ball, volleyball) • Passive Recreation Nature play, frisbee golf, water access, natural areas (forest, wetland, grass, river), trails • Play Playgrounds, Splashpads, Frisbee golf, Skatepark • Family Amenities Picnic shelters/Rentals, restrooms, seating, drinking fountain • MontiArts Public art installations, arts programming • Community Programming Fitness, events, athletics programming, indoor Courts • Specialty Facilities Tuj loob, sepak takraw, horseshoes HoflixoPo Heeds Assessment ❑' d 4oimeab ,;Vk - M� Faris andkrcred[.o:: Map B0 LTO p'! J—mn / & M E 1'.F K 0 AnaLysi !I Parks Proximity Map'. a v 0 'Olt G7 1-J L J n�eu Errr, lM yW b�M — ��y new�w w� �c�erN ule wk 11 wmneRM1 16 nnew•cw+w ]1 �r iYa vw �wtrveslw I-- — -.A" 0 Parks Proximity Map'. .r 0 � 1Y ' _ '•, �, i III�S�pp� 1 t;L7E � Legene ,rl 0 i- Errr� lM qp' bM ��i1 ���x� n¢w�M w� �c�erN ule wk 11 wmuRatM1 16 Nnew•cw+w ]1 �r iYa vn �wtr»fs cep ,rl 0 AnaLysi !I Parks Proximity + Trails Map L a E� 0 ir l J wa�e0 w Errnnry 1w E� 0 Active Recreation Map -s f Legend I ri l,- u AnaLysi Family Use Facilities (N C) Its .. Cis A �.gxw�w� ®� mw.w 5 ��+rK-N •fl �wwx •nVll pwnrw fax „ rt.m mee,.� ,6 .um. ar. nn 2� ww,.ww O„nw��sx � ian ��r ua �,..a a.. ,...,r ww ,9 o��►wn ��me wem �.. �� `�X6 I Is r (D Specialty Programming Map cl/j ..._. 05 Li ILI _� moo., �-..�, • � �� �a 4—amu O�pv�a,d acw..ownn Orowwsx, 18 wma� �e,.wwa D� IMontiArts Map ! ugene mom.: oyrwgm cc.u��.r t•----------------- �1-��--rte-----d-- f i ----------- - i .L- Budget Analysis 0 • Ove ra ll g oa Ls: prepare a cost of service analysis to determine cost recovery levels for core activities, programs, and services and discuss viable approaches to be explored further based on financial findings, identified priorities, focus areas, and strategic initiatives. • Accomplished: Working cost of service model spreadsheet developed for general fund and special revenue fund, allowing for revenue and expense analysis of core Recreation and Culture programs and service areas. • Accomplished: 8 unique program/service/facility categories established and initial cost recovery levels determined as well as revenue and expense categories identified. • Accomplished: Revenue and expense forecasting scenarios developed to help identify challenges and opportunities related to the fiscal environment for each area core service area. 0 Budget AnaLyCost of Service City of Monticello Parks, Arts, and Recreation Cast of Service Analysis Fiscal Year 2020 - 2025 very Worksheet Additional Overhead Applied S Non -Fee Revenue S 0 r FY 2023 and Services Summary: Fiscal Years 2020 - 2025 Summary by Service Area S 194,505 Service Group Facility 1 Service Group Detail Service Type Revenue Expenses Net Recovered 1 Community Center ee / SpcI R $ 2,122,000 $ 2,122,000 $ - 100.0°k 2 Cemetery Fund --ee/ SpcI R $ 42,000 $ 31,000 $ (11,000) 135.595 3 Senior Center Fee $ 1,500 $ 101,853 $ 100,353 1.5% 4 Park Operations Fee $ 74,580 $ 1,428,755 $ 1,354,175 52% 5 Park Ballfields Fee $ 42,700 $ 25,200 $ (15,500) 153.095 6 Public Arts Fee $ 58,173 $ 173,528 $ 105,355 39.3% 7 Library - $ - $ 38,015 $ 38,015 0.0% 8 1 Shade Tree - $ - $ 145,707 $ 145,707 0.095 0 r FY 2023 and Services Summary: Fiscal Years 2020 - 2025 L service Area Cost Recovery Analysis S 194,505 SODA% Service Group Facility! Service Name Expected Expenses Current Cost Recovery % Target Cost Recovery % Current Revenues Addtl. Revenue Needed Revenue % Increase 1-2 Special Revenue Fund Programs & Services $ 2,153,000 100.5% 105% $ 2,154,000 S 96,650 4.5% 3-8 General Fund Recreation Programs 8r Services $ 1,914,059 9.8% 12% $ 186,953 S 42,736 22.9% 3-8 General Fund Recreation Programs & Services $ 1,914,059 9.8% 15% $ 185,953 S 100,158 53.6% 3-8 General Fund Recreation Programs & Services $ 1,914,069 9.8% 20% $ 185,953 S 195,861 104.8% 3-8 General Fund Recreation Programs & Services $ 1,914,069 9.8% 25% $ 185,953 S 291,565 156.0% 0 r General Fund RC Tobl Revenue Special Fund Aalvides. Programs, and Services Summary: Fiscal Years 2020 - 2025 $ 195,637 S 186,953 S 1911,692 S 194,505 SODA% 20231bud7 20241es17 2025 � 1 Community Center $ 1,436,826 $ 1,964,789 0 $ 1,945,635 0 $ 2,122,888 5 2111448 1 2,287,729 97.5% 2 Cemetery Fund S 56,585 S 53,609 0 $ 64,328 D $ 42.D90 $ 42 848 S 43,697 2.5% 3 $ $ $ $ $ $ 0.0% Special Fund RC Total Revenue S 1,492,611 S 2,030,318 S 2,009,955 S 21164,OOD S 2,207,280 S 2,251,425 100.11% S iel Fund Recr $1,331,196 $1,457,480 M $1,99D,632 $2,070,257 Personnel $874,125$792,357 $1,825,455 $1,185,518 $1,232,939 $1,282,256 53.8% Non -Personnel $776,347 $458,736 $817,043 $967,482 $1006,181 $1046,429 42.76 Other $0 $425,000 $0 80 $0 $0 3.6% Total Expenditures $1,650,472 51,676,093 $1,842,498 S2,153,OOD $2,239,120 52,320,695 SODA% rrz% ca%�M - - - Special Fund RC Cost Recovery Level 90.4% 121.6% 109.1% 100.5% 98.6% 96.7% General Fund Activities. Programs, and Services Summary: Fiscal Years 2020 -2025 2072 20231est1 Z0241est1 1 Se nior Center $ 824 S 231 0 $ 1,579 0 $ 1,600 $ 1530 $ 1,560 0.6% 2 Park Operations $ 9,107 $ 21,082 0 $ 79,032 0 $ 74,580 $ 76,071 $ 77,593 37.9% 3 Park Ballfields $ 4,415 $ 30,980 0 $ 35700 0 $ 42,700 $ 43,554 $ 44,425 22.76 4 Public Arts $ 2,800 S 51,831 0 $ 79,526 0 $ 68,173 $ 69,536 $ 70,927 38.5% 5 Library $ - $ - $ - $ - $ - $ - 0.0% 5 Shade Tree $ - $ - 0 $ - 0 $ - $ - $ - 0.0% 7 - $ - $ - $ - $ - $ - $ - 0.0% General Fund RC Tobl Revenue S 17,146 $ 1041124 $ 195,637 S 186,953 S 1911,692 S 194,505 SODA% General Pnnd Rec � w � � Personnel $649,059 $678,181 $806,135 $837,577 $871,880 $985,923 Non -Personnel $682,137 $779299 $878,681 $1,076,492 $1,119,552 $1,164,334 54.6% cher $0 $0 $e $9 $e $D 0.0% Total Expenditures $1,331,196 $1,457,480 51,684736 $1,914,069 $1,99D,632 $2,070,257 SODA% General Fund RC Cost Recovery Level 1.3% 7.1% 11.6% 9.8% 9.6% 9.4% Budget AnaLysi 4 1& 1 • Revenue ceilings and expected expenditures returning to pre -FY 2020 levels • Revenue and expense alignment for core services categories • Cost recovery determinations for core services calculated • Nationally, parks and recreation core activities and programs are relatively low-cost recovery services O • Charges for services fee increases are likely to generate additional, but impact overall cost recovery levels may be minimal without additional considerations. (effect of pricing as a barrier/on the demand of the service) • Greater revenue generating opportunities are likely facility -based (i.e., rental fees, fields and open space, special events) Budget Fiscal Levers NOOL-_ - -==W= - __-A Future Considerations & Discussion Topics: s) Fee increases: • Projected impact on revenue • Projected impact on demand Q Collection: • More efficient / less complicated calculation and collection methodologies level of service: • Adjustments based on cost recovery goals + Service additions: • Proper consideration given to demand and non -municipal market for the service f=; Marketing and participation: • Efforts to increase participation in current activities, programs, and services • Partnerships and/or sponsorships 0 Budget AnaLysis. Policy Levers Future Considerations & Discussion Topics: •%0, Pricing sensitivity: • Impacts of higher cost recovery • Fiscal goals versus policy goals Factors favoring low and high-cost recovery: • Consider the intended relationships between the amount paid and benefit received w Community versus individual benefit: • Standards are well-established and general categorization is useful in policy development • Alternative categorization could be explored (i.e., introductory, intermediate, advanced, etc., pricing criteria) Resident / non-resident pricing: • Uniform, consistent approaches 0 Summal Needs Assessment M&__ — — ___j Key Takeaways From Work To Date: • In general, the quantity, size, and distribution of parks is good • Overall, public satisfaction with the system is high • Improved connectivity for walking and biking is desired, for both recreation and access • Improved promotion of system information would be beneficial (maps, web -based information, wayfinding) • Improved access to restrooms and shelters is desired • Playgrounds are important, highly -utilized assets. Life cycle tracking and replacement planning is key to meeting future needs • Expanded access to natural areas is desired (passive recreation opportunities, and access to the river specifically) • Coordination with various athletic associations can be challenging • MontiArts is an energized asset with growing momentum 0 Additional conversations needed about funding (budget, cost recovery, revenues and expenses, sources, park dedication) 2023 2024 Month October November Dimember January March APTR May June July August Sept Nover. Week 1 2 3 4 5 6 7 9 9 IQ 11 I� 19 14 IS 16 17 18 f9�wzt- 2i- 23 24 25 26 27 2$ 29 30 31 32 33 34 35; 34 37 ag 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 1.0 Expanded Ne"s Assess-enint (October) 1.1 Peer Community Comparisons . . . . . . 2.0 Vision & Plan Recommendatlons (Octoberto January) 2.1 Confirm I Update Vision and Guiding 41 rindp Its 2.2 Draft Report Chapter: Vision 2.3 Draft Plan Goals, Policies, Actions & Initiatives -- ------------- ------ ------------------ ------------------------------- 3.0 Implementation Plan (January to May) 3.1 Prioritized Capital Improvements (includIng trail gaps) . . . . . . . 12 Recommended Future Plans / Studies 3.3 MontlArts (Pulbiic Art and Programming} 3-4 Recreation programming (Community Ed and Parks and Rec) 3,5 Ongoing Initiatives 16 Facility Replacement Plan to 2040 3.7 Funding 3.8 General Cost Guidelines 3-9 Cost/ Benefit of Sustainable / Ecological Improvements 3.10 Community Park Conrept Plans and Cost Estimates 4-1 4-2 Ai Kick ClffOpen House at Indoor Farmers Mafket Craft Show A& Pop Ups 14 specific, 4.3 park gfmerzf) .. ................... ------------ Open House l Celebration 6111� A W ME - ------------------------------------------- - ----------- -------- ------------ - ------- --- - ----- 51 Draft Report Chapter: introduction 52 ------------------------------------------- Draft Report Executive Summary. . . . . . . 7 ------------- ----------- ------------- ----------- 53 ------------------------------ ------------------------------- Compile Appendices 9 ; 9 9 ------ ----- ----------- 9 9 --- 9 ----------------------- 5.4 -------------- ----- ----- ----- ----- ------ ----- ------ Full Report Compriation/Draft for City Review + Revisions L L ----- ----- ----- ----- L ----- 5.5 -------------- ----- ----- ----- ----- Full Report Draft for Steering Committee Review+ Revisions ----- ------ ----- 11111111111115-WIMAM, 5.1 (1) City Leadership Meeting (Confirm the Vsron) 6.2 (9) City Staff Coordination Meetings 6.3 (4) Bi Monthly Steering Committee Meetings 6A (41 Focus Croup Meetings &5 (2) PARC Presentations ■ 6.6 (2) City Council PresentationsIlk . . . City Council Agenda: 10/23/2023 4C. Consideration of approving Monticello Community Center Entrepreneur Kitchen Program Prepared by: Meeting Date: ❑ Consent Agenda Item Parks, Arts & Recreation Director 10/23/2023 ❑x Regular Agenda Item Reviewed by: Approved by: Community Development Director City Administrator ACTION REQUESTED Motion to approve the Monticello Community Center Entrepreneur Kitchen Program. REFERENCE AND BACKGROUND The City of Monticello built a commercial kitchen with the construction of the community center in 2000. The space is used periodically for larger kitchen needs but is underutilized much of the time. Recently staff have received several requests from local food vendors looking for a commercial kitchen space. Many potential food producers are unable to enter the market because of the high cost of constructing a certified kitchen facility. The proposed Entrepreneur Kitchen Program will provide an affordable, shared kitchen space to stimulate small business growth to entrepreneurs during their start-up phase. To provide the necessary structure for the program, community center staff developed an application process with policies and associated procedures. Staff recommend offering the commercial kitchen for small business entrepreneurs and Farmers Market vendors with cottage food licenses. Each entrepreneur will have up to 36 months at the Monticello Community Center upon approval of their application. During that time, community center staff will conduct a review with the entrepreneur every 6 months to provide an opportunity to address concerns or issues that have arisen. The program generally has space for 1-3 businesses at a time depending upon how intensive each entrepreneur's use of the kitchen is. If more applications are received than the program can accommodate at a given time, a selection process will be initiated. Interested entrepreneurs will fill out a program application, and the applications will be reviewed by a sub- committee of the Monticello Parks, Arts, and Recreation Commission. Applications will be ranked based on the following criteria: • How well developed the entrepreneur's plan is for their food business. A more detailed, developed plan will rank higher than a less-developed plan. City Council Agenda: 10/23/2023 • The extent to which a proposed use of the kitchen will impact other uses of the facility (based on noise, storage needs, times of day the user will need access to the kitchen, etc.) • How impactful acceptance to the program will be for the entrepreneur's plan for starting their food business. In addition to completing the application, prospective food businesses who want to participate in the Entrepreneur Kitchen Program will be required to complete the following steps: • Contact the appropriate agency for retail, wholesale food handler's license or cottage food producer license. The City requires a copy of the license before you can begin using the kitchen. • The licensing process will involve making an appointment with the inspector to go over your plan and see the space. • Secure the appropriate business and product liability insurance. • Complete the appropriate food safety training. • Meet with the Community Center Member Services Manager to go over and sign the Kitchen Facilities Use Agreement. Finally, the structure of the program will allow the use of the gym and commercial kitchen for existing rentals, like the Senior Center Breakfast Fundraiser, Breakfast with the Easter Bunny, etc. The proposed new use will be scheduled to better utilize the kitchen throughout the facility's available hours while maintaining the community -focused events expected within the facility. Budget Impact: The selected entrepreneurs will pay a rate of $20/hour for use of the kitchen facilities. Revenues will go towards MCC rentals and events. II. Staff Workload Impact: The Member Services Manager will manage the program. III. Comprehensive Plan Impact: The program is in alignment with the Monticello 2040 Plan, which states the following policy: "Local Employment Opportunities and Support Services develop opportunities, such as business incubators, for locally owned business whenever possible. Provide small business support services, business development workshops and other tools to encourage Monticello residents to establish new business enterprises in the community.", and "Maintain and invest in the Monticello Community Center as the premiere indoor community park in the region providing a range of recreation and community programming." City Council Agenda: 10/23/2023 STAFF RECOMMENDED ACTION The Park, Arts & Recreation Commission and staff recommend approving the Entrepreneur Kitchen Program to provide a more robust use of an existing space, support local small businesses, and add a new revenue generating opportunity for the community center. SUPPORTING DATA A. Kitchen Cover description B. Application C. Kitchen Agreement D. Kitchen Policy CITY OF L Monticello PARKS, ARTS & RECREATION Monticello Community Center Entrepreneur Kitchen Program Background The Monticello Community Center is opening our commercial kitchen for small business entrepreneurs. The program will assist aspiring food entrepreneurs to become established in the market. Many potential food producers are unable to enter the market because of the high cost of constructing a certified kitchen facility. The Monticello Community Center Kitchen Entrepreneur Program offers an affordable, shared kitchen space. Our mission is to stimulate small food service business growth and development to assist entrepreneurs during the start- up phase of their organizational development. CITY OF L Monticello PARKS, ARTS & RECREATION Application Procedure Food producers/caterers wishing to become tenant companies at the Monticello Community Center Entrepreneur Kitchen Program should complete the following steps: Contact the Community Center Membership Services Manager to express interest in becoming a tenant company. The Membership Service Manager can provide information on current kitchen availability and the steps needed to become a tenant. • Complete the Entrepreneur Kitchen Program Application. • Contact the appropriate agency for retail, wholesale food handler's license or Cottage food producer license. We will need a copy of your license before you can begin using the kitchen. • Visit: https://www.mda.state.mn.us/food-feed/food-licenses for more information • The licensing process will involve making an appointment with the inspector to go over your plan and see the space. Please communicate to make sure your appointment date/time will work for the kitchen. • Take out the appropriate business and product liability insurance. We will need a copy of your proof of insurance before you can begin using the kitchen. See the Facility Use Agreement for details on insurance requirements. • Complete the appropriate food safety training. We will need a copy of your current Food Protection Manager license or the appropriate license for your business attached to the application you apply for to use our kitchen. Visit: www.health.state.mn.us/communities/environment/food/docs/cfpm/mncfpmfs.pdf for more information. Meet with the Community Center Membership Services Manager to go over and sign the Kitchen Facilities Use Agreement. Highlights of the agreement are listed below, we will provide the full agreement for your review prior to meeting. CITY OF L Monticello PARKS, ARTS & RECREATION Food and Equipment Safety and Sanitation Training Each food producer/caterer will need to have the current food safety training certification to use the Monticello Community Center Kitchen. Food Manager Certification is available both online and in person. Someone from each tenant company must be certified for food safety and sanitation training. Fees The hourly rate is $20/hour for use of the kitchen by businesses. Tenants shall keep track of their hours and pay monthly for use of the Facilities. If tenants need to store food or equipment in the facility, additional monthly fees may apply. In addition, cleaning fees will be assessed ($100/hour or more) if a tenant does not leave the kitchen clean after their use. For more information, please contact the Member Services Manager Phone: 763-271-7123 Email: Tricia.Handorff@ci.monticello.mn.us CITY Of L Monticello PARKS, ARTS & RECREATION Filling out this form is the first step in becoming a member of the Entrepreneur Kitchen Program at the Monticello Community Center. We will be in touch with you to set up a time to meet and go over the next steps. Filling out this application does not guarantee your use of the kitchen. Business Name: Owner's name(s): Email address(es): Phone number(s): Tell us about your plans for using the kitchen- what do you plan to make? Will you be doing all prep only or will you be cooking as well? How often do you foresee needing to use the kitchen? Days of the week? Hours? Describe where you are in the process of starting your food business- what steps have you completed? What is left to do? What are your long-term goals for the business? Where do you see your business in 2 years? In 5 years? Anything else you would like us to know? CITY OF i�e Mnont o PARKS, ARTS & REATION Monticello Community Center Kitchen Facilities Use Agreement (Commercial Venture Usage) The parties to this Facilities Use Agreement (the "Agreement") are the City of Monticello Community Center Kitchen and I. Recitals ("User") 1. The Monticello Community Center Kitchen was created to provide a commercial kitchen space for community functions. The goal of this program is to encourage the development of small businesses involved with the preparation and/or processing of food. The Monticello Community Center makes available to such small businesses the shared use of a high-quality commercial kitchen facility located at 505 Walnut Suite 1, Monticello, Minnesota. (the "Facilities"). 2. User is a small business involved with the preparation and processing of food. The Monticello Community Center wishes to grant to User, and User wishes to obtain from the Monticello Community Center, the right to use the Facilities on a shared basis for the purpose of assisting User with the User's preparation or processing of food in connection with its business, all subject to the terms and conditions of this Agreement set forth below. II. Terms of the Agreement 1. Right to Use Facilities. The Monticello Community Center hereby grants to User, and User hereby accepts from the Monticello Community Center the right to use the Facilities, including, but not limited to, stove, sinks, refrigerators, freezers, counters, individual storage areas and units and such other facilities, equipment and services as might be provided by the Monticello Community Center on a shared use basis with other client businesses of the Monticello Community Center ("Other Users"), all subject to the terms and conditions set forth in this Agreement. All use by the User of the Facilities shall in all ways conform to those terms and conditions. Each User will have up to a 36 -month period at the Community Center upon approval of their application. Throughout the duration of the 36 -month program, Community Center staff will conduct a review every 6 months with the User which will allow both parties an opportunity to address concerns or issues that have arisen. The program generally has space for 1-3 small businesses at a time depending upon how intensive each business' use of the kitchen is and other kitchen needs. 2. Interference with Use by Others. User and the Associated Personnel shall follow all provisions of the Statement relating to cooperation, courtesy, and lack of disruption in the use of the Facilities. User and the Associated Personnel shall not make use of the Facilities that, in the Monticello Community Center's sole discretion, disrupts the orderly operation of the Facilities by the Monticello Community Center and/or use of the Facilities by Other Users who are authorized to do so. Behavior deemed disruptive by the Monticello Community Center, may, without limitation, include: arguing, discourteous behavior; fighting or menacing; theft; conversion; or unauthorized use of another's property; the repeated use of profanities; consumption of illegal drugs or alcohol; use of the Facilities under the influence of illegal drugs or alcohol; any behavior in violation of one or more of the provisions of the Statement; or any other behavior that might be disruptive of the orderly operation of the Facilities by Monticello Community Center or by or its client small businesses. User and the Associated Personnel shall diligently report to the Monticello Community Center any violations of the Statement and/or disruptive behavior by the Other Users, or any of them. Violation by User of any of the provisions of this Paragraph 2, above, shall be a default under the provisions of Paragraph 15 of this Agreement. 3. Inspections and Removal of Items. User hereby grants to the Monticello Community Center, its authorized agents, and to all agencies of local, State or Federal government with jurisdiction over the Monticello Community Center and its operations, the right, at any time and without notice to User except as might be required by applicable law, to inspect all of the property belonging to User and/or the Associated Personnel present or stored at the Facilities, including any equipment, utensils, products and supplies. The right to inspect described above shall extend to any private or semi -private storage area or unit, whether or not independently secured by User and/or the Associated Personnel, the use of which has been granted to User by the Monticello Community Center. User shall fully cooperate with the conduct of such inspections. User hereby authorizes the Monticello Community Center to take such actions as might be necessary, in its sole discretion, to correct any unsatisfactory conditions discovered by such inspections and to remove and dispose of, at User's sole cost and expense any items of User posing a risk to the health and safety of the users of, or visitors to, the Facilities. User hereby waives any right to seek reimbursement for the value of any items of User so removed and/or disposed of by the Monticello Community Center. Failure by User to comply with the provisions of this Paragraph 3 shall be a default under the provision of Paragraph 15 of the Agreement. 4. Food Equipment Safety and Sanitation. Each person comprising the User, and all persons comprising the Associated Personnel who shall be making use of the Facilities for or on behalf of User, shall be required to, including food and equipment, known as the "Food Safety Manager's or Cottage food producer food safety training Certification." User shall at all times maintain proper food handling and safe use of the equipment comprising the Facilities in compliance with applicable provisions of the Statement, this Agreement, and applicable law, including the safety and sanitation course described in this Paragraph 4. Failure by User to comply with the provisions of this Paragraph 4 shall be a default under the provisions of Paragraph 15 of this Agreement. 5. Permits and Licenses. User, so long as it and/or the Associated Personnel continue to use the Facilities, shall maintain in good standing all permits, licenses, and other regulatory permissions that might be required for the conduct of User's food preparation and/or processing business and of User's lawful use of the Facilities, including, without limitation, any required business license, sales tax license, seller's permit, and/or processing food registration. User shall maintain current at the Facilities, and present for the Monticello Community Center inspection upon request, a Food Safety Managers Certificate or a Servsafe Certificate covering all persons using the Facilities for or on behalf of User. User, to the fullest extent provided by law, shall indemnify the Monticello Community Center for, and hold it harmless against, any damages suffered by the Monticello Community Center as a result of User's failure to comply with the provisions of this Paragraph 5 of this Agreement, above. Failure by User to comply with the requirements of this Paragraph 5 of this Agreement, above, shall be a default under the provision of Paragraph 15 of this Agreement. 6. Fees and Key Deposit. In consideration of the right to use the Facilities in accordance with the provisions of this Agreement, User shall pay the Monticello Community Center the following fees: (a) A refundable key deposit in the amount of $25 (the "Key Deposit") to cover the loss of any keys to the building. (b) Hourly rate: $20 / hour for use of the Facilities. User is responsible for fees incurred for all reserved hours including those hours unused. (c) Fee for storage of any equipment in the Facilities must be pre -approved and assigned a reasonable fee by the Associated Personnel of the Facilities. (d) User is responsible for cleaning their work areas in the Facilities. If User does not keep the Facilities clean during and after use and a professional cleaner is needed, User will be charged a cleaning fee in the amount of $100 per hour for the time required to clean and organize the User's work area. The cleaning fee will be charged as required on a monthly basis, at the same time and the same manner as the usage fees. 7. Scheduling. User shall schedule time with the Community Center staff for use of the Facilities in accordance with applicable provisions of the Statement. Time can be scheduled up to six months in advance. Saturdays may not be reserved until two weeks prior to the desired date. The Monticello Community Center shall make it's reasonable best efforts to provide access for User's use of the facilities at times so reserved and scheduled by User. However, the Monticello Community Center shall retain the right, in its sole discretion, to determine that all or part of the Facilities should be closed for cleaning, repairs, to make alterations of the Facilities, for necessary inspections, for public safety reasons, or for any other reason deemed by the Monticello Community Center to require the temporary closing of all or a part of the Facilities. In the event the Facilities have been closed at a time duly reserved and scheduled by User for its use, User shall comply with any such closing and shall have no recourse of any kind against the Monticello Community Center for any claims, damages, or losses caused by the Facilities' being closed at the reserved and scheduled time. The Monticello Community Center shall make a reasonable effort to accommodate the User by making the Facilities available for use for the reserved number of hours after the same have been reopened for use. Notwithstanding any other provision of this Agreement, The Monticello Community Center reserves to itself the sole right to determine the availability and suitability for use of the Facilities. 8. Facilities Provided "As Is". The Facilities, including all portions thereof and all equipment provided for User's use, are provided "As Is." The Monticello Community Center makes no representations, warranties, or guarantees, express or implied, including, without limitation, the warranty of merchantability and the warranty of fitness for a particular purpose, relating to the Facilities or to User's use thereof. 9. Reporting of Injuries and Damage. User shall immediately notify the Monticello Community Center of the following: (a) any injuries requiring medical attention; (b) any damage to or malfunction of the equipment located in the Facilities; and/or (c) any other condition that may affect the safe and orderly operation of the Facilities. 10. Cleaning. After each use, and prior to User's departure, User will restore to a clean and sanitary condition any portion of the Facilities used by User, including, without limitation, any floors, sinks, equipment, pots, pans, utensils, storage areas, work surfaces, and the like. User agrees it shall be charged the amount of $100 per hour (1 hour minimum) for any cleanup required to be performed by the Monticello Community Center to bring the Facilities to a clean and sanitary condition, within the 11. sole discretion of the Monticello Community Center. The Monticello Community Center shall have the right to remove any items of personal property stored at the Facilities by User, including any items stored in any private or semi -private storage areas or units, if doing so, the Monticello Community Center's sole discretion is necessary for purposes of maintaining the health and safety of personnel present at the Facilities. 12. Deliveries. User shall bear the responsibility to be present at the time of delivery of items requiring cold storage. User shall bear sole responsibility for damage or loss to, and the fitness for a particular purpose of, any items of personal property delivered to the Facilities for, or at the request of, User, including, without limitation, supplies and equipment required for the conduct of User's food preparation or processing business. In the event, the Monticello Community Center, by prior arrangement with User, agrees to accept delivery of any such items or equipment for, on behalf of, User, the Monticello Community Center shall not be responsible in any way for the condition of the items or equipment so accepted. The Monticello Community Center reserves the right to refuse to accept delivery of, and/or to require the immediate removal from the Facilities of, any items of personal property, including supplies and equipment, that appear, in the Monticello Community Center, to be defective, spoiled, or otherwise unsatisfactory for their intended use by User. 13. Storage. After each use of the kitchen facility, user shall contain all items pertaining to their business to the assigned storage area. Food trucks may only be parked at the Community Center if they are participating in an event which is taking place at the Community Center or for short periods of time for loading/unloading. 14. Insurance. (a) Commencing within fourteen (14) days after execution of this Agreement and continuing through the entire term of this Agreement and any extension term or terms thereof, User shall at User's sole cost and expense, procure and maintain in full force and effect and insurance policy or policies protecting User and Monticello Community Center and its respective directors, officers, employees, and building owners against any loss, liability, or expense whatsoever from personal injury, theft, death, property damage, or otherwise, arising out of, or occurring upon or in connection with, User's business, of the Facilities pursuant to this Agreement, or by reason of User's and/or the Authorized Personnel's use of the business premises comprising the Facilities. The insurance required by this Paragraph 14(a) shall expressly cover claims based on product liability, property damage, and personal injury. The Monticello Community Center shall be named as an additional insured in such policy or policies of insurance and the User shall execute a waiver of subrogation in favor of the Monticello Community Center. Such policy or policies of insurance shall be written by an insurance company acceptable to the Monticello Community Center and shall include general liability coverage of One Million Dollars ($1,000,000) per incident; and such insurance as may be required by law in the State of Minnesota. The insurance afforded by the policy or policies of insurance described above shall not be limited in any way by reason of any insurance that may be maintained by the Monticello Community Center. Evidence of insurance shall be given to the Monticello Community Center and shall include a statement that the policy or policies may not be canceled or altered without at least thirty (30) days' prior notice to the Monticello Community Center. User shall, throughout the term of this Agreement and any extension term thereof, provide the Monticello Community Center with such information regarding the insurance required by the provisions of this Paragraph 14(a) of this Agreement, as the Monticello Community Center might request from time to time. (b) Commencing within fourteen (14) days after execution of this Agreement and continuing throughout the entire term of this Agreement and any extension term or terms thereof, User may at User's sole cost and expense, procure and maintain in full force and effect an insurance policy or policies protecting User, the Monticello Community Center against damage to, or loss of, User's personal property present at the Facilities, including all of User's equipment and supplies. In the event that the User procures such insurance, the insurance shall expressly cover claims based on fire, burglary, and vandalism. The Monticello Community Center shall be named as an additional insured in such policy or policies of insurance and the User shall execute a waiver of subrogation in favor of the Monticello Community Center. Such a policy of insurance shall be written to include coverage of a minimum of three hundred thousand ($300,000). Evidence of insurance shall include a statement that the policy or policies may not be canceled or altered without at least thirty (30) days' prior notice to the Monticello Community Center. User may, throughout the term of this Agreement and any extension term thereof, provide the Monticello Community Center with such information regarding the insurance referred to by the Provisions of this Paragraph 14(b) of this agreement, as the Monticello Community Center may require from time to time. This provision as set forth in Paragraph 14(b) regarding User's personal property present at the Facilities is the only insurance provision in this Agreement that is not required under the terms of this Agreement. The provisions as set forth in 14(a) and 14(c) in connection with obtaining Workers' Compensation, product liability, property damage and personal injury coverage are mandatory. (c) User shall provide Workers' Compensation insurance in an amount that complies with statutory limits in the State of Minnesota for all personnel using the Facilities for or on behalf of User who are employees of User, and User shall pay, and be solely responsible for or on behalf of User who are employees of User, and User shall pay, and be solely responsible for the payment of, all social security, Federal, and State unemployment taxes, and any similar payroll taxes relating to such employees. User shall be for all purposes, be considered an independent contractor, and will not directly or indirectly, act as an agent, servant or employee of the Monticello Community Center, or make any commitments or incur any liabilities on behalf of the Monticello Community Center without first having obtained the Monticello Community Center express written consent. User shall, throughout the term of this Agreement and any extension term thereof, provide the Monticello Community Center with such information regarding the Worker's Compensation insurance required by the Provisions of this Paragraph 14(c) of this Agreement, as the Monticello Community Center might request from time to time. (d) Failure by User to comply with the provisions of Paragraphs 14(a) through 14(c) of this Agreement, above, shall be a default under the provisions of Paragraph 15 of this Agreement. 15. Default and Termination. (a) This Agreement shall be terminated: (1) upon the expiration of the term hereof and any extension term, if not renewed by mutual agreement by the parties; (2) by either party on 30 days prior written notice to the other; and/or (3) if destruction has rendered the Facilities substantially unfit for use by User for purposes of this Agreement. (b) The following shall constitute an event of default under this Agreement: (1) Failure by User to perform a duty or obligation arising under this Agreement the occurrence of which is expressly designated as a default under the provisions of Paragraphs 2,e,4,5 and 14(d) of this Agreement; and/or (2) Failure by User to perform any material duty or obligation arising under the provisions of this Agreement that is not otherwise listed in Paragraph 15(b) (1), above. (c) In the event of the occurrence of an event of default caused by an act or omission of User: (1) Termination will be effective thirty (30) days after written notice of default is given to User by the Monticello Community Center if the event of default complained of in the notice has arisen under the provisions of Paragraph 13(b)(2), above. (2) Termination will be effective immediately upon written notice of default from the Monticello Community Center to User if any default arising under the provisions of Paragraphs 2,3,4,5,and 12(d) of this Agreement has occurred and has not been cured by User to the complete satisfaction of the Monticello Community Center within such time as is set forth in that notice of default. (d) Upon termination of this agreement for any reason, User shall pay to the Monticello Community Center all unpaid amounts that User might be obligated to pay pursuant to the provisions of this Agreement and shall be credited for any unused paid for and unused time reserved and scheduled for use of the Facilities. User shall also remove all of its items of personal property, including supplies and equipment, from the Facilities, and shall leave the portions of the Facilities used by User in clean, sanitary, and orderly condition, ordinary wear and tear excepted. 16. Limitation on Liability. The Monticello Community Center is not liable for any indirect, incidental, special or consequential damages of any nature whatsoever, whether in an action in contract or tort or based on a warranty, even if the Monticello Community Center has been advised of the possibility of such damages arising. The Monticello Community Center liability for damages under the provision of this Agreement shall not exceed the amounts of fees actually paid by the user for use of the Facilities and/or otherwise pursuant to the provisions of this Agreement. The Monticello Community Center makes no representations or warranties, whether expressed or implied, with respect to the services rendered and the Facilities provided for Users' use under the provisions of this Agreement, including without limitation any warranties of merchantability or fitness for a particular purpose. 17. Release; Indemnity. (a) Except for the willful or grossly negligent acts or omissions of the Monticello Community Center or its agents or employees, User shall, to the fullest extent provided by law, defend, indemnify, and hold the Monticello Community Center harmless from and against any and all claims, losses, actions, damages, liabilities, and expenses (including reasonable attorney's fees) that: (1) Arise from or are in connection with User's use, maintenance, or control of the Facilities, or any portion of the Facilities; (2) Arise from or are in connection with any willful or negligent act or omission of User, the Associated Personnel, or any of their respective agents, employees, guests, service providers, creditors, or invitees; (3) Result from any default, breach, violation, or nonperformance of User arising under the provisions of this Agreement; and/or (4) Arise from injury or death to persons or damage to property sustained on or about the rented premises. (b) User's obligations under this section specifically extend to any actions, orders, penalties, or enforcement procedures brought by or on behalf of any governmental agency or unit connected with the personal property of User, including equipment and materials, stored or otherwise present at the Facilities. User's obligations to indemnify the Monticello Community Center under the provisions of Paragraph 21 hereof shall survive the termination of this Agreement. (c) User on behalf of User and the Associated Personnel, now and forever, releases and discharges the Monticello Community Center and its attorneys, insurers, officers, directors, employees and contractors, and whoever else may be liable, from any and all claims, liabilities, damages, and causes of action of any nature, including, but not limited to, those for personal injury, death, and/or property damage, that in any manner arise from or are related to User's use of the Facilities pursuant to the provisions of this Agreement. (d) The release provided by User under the provisions of Paragraph 15(c) of this Agreement, above, extends to and includes any and all claims, liabilities, injuries, damages and causes of action that the parties do not presently anticipate, know, or suspect to exist, but which may develop, accrue, or be discovered in the future. User represents and warrants that User has considered the possibility that claims, liabilities, injuries, damages and causes of action that User does not presently know or suspect to exist in its favor may develop, accrue or be discovered in the future and voluntarily assumes that risk as part of the consideration for this Agreement. 18. Entire Agreement. This Agreement constitutes the entire agreement of the parties with respect to the subject matter of this Agreement and shall not be modified or amended in any respect except by a written instrument executed by User and the Monticello Community Center. This Agreement replaces and supersedes all prior written or oral agreements by and between the parties to this Agreement. 19. Governing Law. This Agreement shall be construed and enforced in accordance with the laws of the State of Minnesota. 20. Severability. If any provision of this Agreement is determined by any court of competent jurisdiction or arbitrator to be invalid, illegal, or unenforceable, that provision shall be deemed to be severed from this Agreement and the remaining provisions of this agreement shall remain in full force and effect. 21. Benefit of the Parties. This Agreement is made solely for the benefit of the parties to this Agreement and their respective permitted successors and assigns, and no other person or entity shall have or acquire any rights by virtue of this Agreement. 22. Notices. All notices, requests, demands, and other communications under this Agreement shall be in writing and shall be deemed to have been duly given on the date of service if served personally on the party by first class mail, or given directly to the User or the Monticello Community Center. 23. Inconsistent Position. No party shall take a position with any third party or governmental agency, instrumentality, department or authority that is contrary to, or inconsistent with, the provisions of this Agreement. 24. Advice of Counsel. Each party to this Agreement warrants that that party has had the opportunity to consult with an attorney of that party's own choosing regarding the provisions of this Agreement. 25. Interpretation. The Agreement shall not be construed against any party because that party or that party's attorney drafted any of its provisions. 26. Cancellation Policy. If a user needs to cancel time they have reserved in the kitchen, they may do so up to a week in advance with no penalty. If a cancellation within a week of the reserved date is needed, the hourly fee is still billed. Monticello Community Center Dated: 0 Membership Services Manger 505 Walnut Suite 1, MN 55362 763-271-7123 Dated: Client: By: Address: City, State, Zip: Phone # Email CITY OF MonticeRo PARKS, ARTS & RECREATION Monticello Community Center Entrepreneurs Kitchen Program, Policies, Procedures & Basic Information Background The Monticello Community Center owned by City of Monticello developed a commercial kitchen for the community's use in 2000. The kitchen not only was used for family and community gatherings, but started being used to assist aspiring food entrepreneurs to become established in the market. Many potential food producers are unable to enter the market because of the high cost of constructing a certified kitchen facility. The Monticello Community Center entrepreneur's kitchen offers an affordable, shared kitchen, and a community of entrepreneurs who provide valuable advice. Our mission is to stimulate small food service business growth and development to assist entrepreneurs during the start-up phase of their organizational development. Application Procedure Food producers/caterers wishing to become tenant companies at the Monticello Community Center should complete the following steps: ❖ Contact the Community Center Membership Services Manager to express interest in becoming a tenant company. The Manager can provide information on current kitchen availability and the steps needed to become a tenant. ❖ Complete the Monticello Entrepreneur Kitchen Program Application. ❖ Contact the appropriate agency for retail or wholesale food handler's license. We will need a copy of your license before you can begin using the kitchen. o Visit: https://www.mda.state.mn.us/food-feed/food-licenses for more Information o The licensing process will involve making an appointment with the inspector to go over your plan and see the space- please communicate to make sure your appointment date/time will work for the kitchen. ❖ Take out the appropriate business and product liability insurance. We will need a copy of your proof of insurance before you can begin using the kitchen. See the Facility Use Agreement for details on insurance requirements. ❖ Complete the appropriate food safety training. We will need a copy of your current Food Protection Manager license or the appropriate license for your business attached to the application you apply for to use our kitchen. Visit: www.health.state.mn.us/communities/environment/food/docs/cfpm/mncfpmfs.pdf for more information. ❖ Meet with the Membership Services Manager to go over and sign the Kitchen Facilities Use Agreement. Highlights of the agreement are listed below; we will provide the full agreement for your review prior to meeting. CITY OF MonticeRo PARKS, ARTS & RECREATIpN Duration period Each entrepreneur will have up to a 36 -month period at the Community Center upon approval of their application. Throughout the duration of the 36 -month program, Community Center staff will conduct a review every 6 months with the entrepreneur which will allow both parties an opportunity to address concerns or issues that have arisen. The program generally has space for 1-3 businesses at a time depending upon how intensive each business's use of the kitchen is and other kitchen needs. If more applications are received than the program can accommodate at a given time, a selection process will be initiated as follows: • A sub -committee of the Monticello Parks, Arts & Recreation Commission will be formed to review the applications. • Applications will be ranked based on the following criteria: o How well developed the entrepreneur's plan is for their food business. A plan with more detail or that is further developed will be ranked higher than a less- developed plan. o The extent to which a proposed use of the kitchen will impact other uses of the facility (based on noise, storage needs, times of day the user will need access to the kitchen). o How impactful acceptance to the program will be for the entrepreneur's plan for starting their food business. Food Sales The purpose of the program is to provide a commercial kitchen for food preparation with the intention that the tenant sells the food at a separate location. Businesses cannot use the Community Center as their location for food sales because the space is in frequent use for meetings and other rentals. Liability & Liability Insurance Monticello Community Center shall not be liable for any damage to either person or property sustained by the tenant or any third party arising in any way out of the tenant's use, operation, occupancy of kitchen premises, or sale or distribution of any product manufactured in or on the kitchen premises. By entering into the terms of the Monticello Community Center Kitchen Rental Agreement, the tenant covenants and agrees to indemnify, defend and hold harmless the Monticello Community Center, its employees, trustees, officers, past and present and any related corporate entities from all claims, costs and liabilities arising from or in connection with tenants use of the kitchen, including any and all damages, injuries to persons (including death), or property in, upon, or about the kitchen's premises, or any portion thereof, or resulting from the sale, distribution and use of any product manufactured by the tenant on the kitchen premises. The Monticello Community Center holds liability insurance for the facility and the equipment; it does not provide liability insurance for any food products/items produced by tenants using the facility. Tenants must obtain liability insurance of at least $1,000,000 with the Monticello Community Center listed as an additional insured. CITY OF MonticeRo PARKS, ARTS & RECREATION Food and Equipment Safety and Sanitation Training Each cottage food producer/caterer will need to have the current food safety training certification to use the Monticello Community Center Kitchen. Food Manager Certification is available both online and in person. Someone from each tenant company must be certified for food safety and sanitation training. Kitchen Scheduling The Monticello Community Center staff will schedule kitchen use with the business. Tenants are able to schedule their kitchen time up to 6 months in advance. Saturdays may not be reserved for the program until 2 weeks prior to the desired date. Tenants must limit their time to the hours they have scheduled unless it has been approved by Community Center staff. Regular Cleaning Each tenant company will be responsible for cleaning up after their use and help monitor cleaning activities. The Kitchen is also subjected to regular inspections by the Minnesota Department of Agriculture and the Minnesota Department of Health. All dishes/utensils/ cutting boards will be sterilized with bleach water or run through the sterilizer by each tenant company. Inspection The Monticello Community Center shall have the right to inspect the kitchen premises at all times and reserves the right to enter the same whenever it is necessary. Allow local, state and federal inspectors access to the kitchen when scheduled or unscheduled. Deliveries to the Kitchen Tenants may have deliveries made to the kitchen facility, as long as they have cleared it with the management and are present to receive the items. Storage There is very limited storage available in the kitchen. Short-term storage for an event or one-time use can be arranged with the Monticello Community Center staff. Long-term storage for those in the Entrepreneur Program is limited to the area assigned. It is essential that each entrepreneur keep their supplies contained to their area and make sure items are arranged neatly and that the storage of the items complies with the current food safety standards. Food trucks may only be parked at the Community Center if they are participating in an event which is taking place at the Community Center or for short periods of time for loading or unloading. CITY OF MonticeRo PARKS, ARTS & RECREATION Access to the Monticello Community Center Kitchen Tenant companies will check out a key to the Monticello Community Center and kitchen that will allow access to the facilities. There is a $25 key deposit required that remains on file and returned when you turn in your key. Fees The hourly rate is $20/hour for use of the Facilities by businesses. Tenants shall reserve time in the kitchen through the Community Center staff. The total hours reserved will be billed to the tenant monthly. If a program participant needs to cancel time they have reserved in the kitchen, they may do so up to a week in advance with no penalty. If a cancellation within a week of the reserved date is needed, the hourly fee is still billed. Cleaning fees will be assessed ($100/hour or more) if a tenant does not leave the kitchen clean after their use. For more information please contact: Monticello Community Center Membership Services Manager 505 Walnut Street Suite 1 Monticello, MN 55362 Tricia.Handorff@ci.monticello.mn.us 763-271-7123 City Council Agenda: 10/23/2023 4D. Consideration of approving the annual Snowplowing and Ice Removal Policy for the 2023-2024 snow season Prepared by Meeting Date: ❑ Consent Agenda Item Public Works Director/City Engineer 10/23/2023 ❑x Regular Agenda Item Reviewed by: Approved by: Street Superintendent City Administrator ACTION REQUESTED Consideration of authorizing the approval of the Snow and Ice Removal Policy for the 2023- 2024 snow season. .14"1.19 ►14*11►111:T_T411 ,'V] Tell] L1 101 Every fall Public Works staff checks the snowplow routes for new construction and other changes in the city. This is followed by an annual meeting for staff to review and make improvements to the Snowplowing & Ice Removal Policy as needed. This document becomes the framework for snowplowing and removal operations. Each division within Public Works, as well as the Parks, Arts and Recreation Department, then develops a plan for accomplishing the goals set out in the policy. For the 2023-2023 snow season the City switched from the blanket no -overnight parking restriction from November 1S to April 1S to no parking when a snow -event was issued. There was limited compliance with these snow events which made plowing the streets difficult. Staff met with the Wright County Sheriff's Office (WCSO) to discuss how last season went and how the City could best proceed. It was mutually agreed that the blanket no overnight parking works better for both Wright County and Monticello. Wright County suggested the hours of the parking ban be extended to give more time to enforce on -street parking violations. Historically parking was prohibited from 2:00 a.m. to 6:00 a.m., but they suggested adjusting this to a window from midnight (12:00 a.m.) to 6:00 a.m. The longer hours will allow for effective clearing of the streets when it snows. It was also recommended that the City should retain the ability to declare a snow event in the cases where there is significant snow and/or ice outside of the overnight no parking ordinance. Pending approval of the 2023-24 Snow and Ice Policy, staff will bring the necessary changes to the Winter Parking Ordinance to a future meeting for City Council consideration. Other proposed changes to the snowplow policy for the upcoming season include: 1. Addition of the following sidewalk sections: City Council Agenda: 10/23/2023 a. School Boulevard on the south side between Fenning Avenue and Cardinal Hills Park. b. Elm St between Broadway to 6th St W c. 6th St between Elm Street and Maple St d. 3rd Street between Maple Street and Elm Street. e. Highway 25 between Broadway and 3rd Street on both sides 2. Removal of the following sidewalk sections: a. Cedar Street between 6th Street to 3rd Street on the west side I. Budget Impact: Additional costs will be incurred in the snow and ice budget for this additional work. II. Staff Workload Impact: Increase workload for the additional sidewalk sections. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the 2023-2024 Snowplowing and Ice Removal Policy with proposed changes. SUPPORTING DATA A. Snowplowing and Ice Removal Policy B. Snowplow route map C. Primary and secondary sidewalk map CITY OF City Policy and 1 eno Procedure SECTION: PUBLIC WORKS NO: PW - REFERENCE: Date: October 24, 2022 Next Review Date: October 23, 2023 TITLE: SNOWPLOWING & ICE REMOVAL POLICY 1.0 Introduction The City of Monticello assumes basic responsibility for the control of snow and ice on City streets and City owned public parking lots. Certain county highways within the City are also maintained by the City per maintenance agreements approved by the City Council. Reasonable snow and ice control are necessary for routine travel and emergency services. The City will attempt to provide such control in a safe and cost-effective manner, keeping in mind safety, budget, personnel, and environmental concerns. The City will utilize City employees, City equipment and/or private contractors when necessary to provide this service. This policy does not relieve the operator of private vehicle, pedestrians, property owners, residents and all others that may be using public streets, or their responsibility to act in a reasonable, prudent and cautious manner, given the prevailing street conditions. The City does not guarantee the streets and sidewalks to be free of snow and ice at all times. 2.0 Minimal Levels of Service The Street Superintendent, or designee, will decide when to begin snow or ice control operations. The criteria for that decision are: • Snow accumulations of 2" when ice or snowpack occurs on City streets. • Drifting or snow that causes problems for travel. • Icy conditions which affect travel. • Time of snowfall in relationship to heavy use of streets. 3.0 Suspension of Snowplowing Operations Snow and/or ice control may be terminated at any time the Street Superintendent, or designee, determine that rising or falling temperatures, visibility and/or the rate of the accumulation make the control unsafe, ineffective, or unnecessary. 4.0 Snowplowing Procedures Snow will be plowed in a manner to minimize any traffic obstructions. Snow will typically be plowed so the discharge is directed toward the boulevard area of the right-of-way. In the downtown area, to maximize on -street parking availability, snow is plowed towards the center median. For narrow streets or other streets when conditions require, the City may choose to plow from one side to the other. The City shall not be responsible for plowing snow from any private driveways or sidewalks. The snow plowed into the center medians will be removed the following morning after all streets have been plowed. If snow plowed into the center median doesn't cause any safety concerns the removal of snow might be delayed. Hauling shall not be conducted Friday evening or Saturday evening unless abnormal conditions warrant the removal. Where space does not allow for snow to be pushed or piled outside the driving lanes, the City may remove the snow by hauling. Timing of such hauling shall be at the discretion of the City. 5.0 Snowplowing Priorities The City of Monticello's snowplowing priorities are as follows: 1. Fire Hall 2. High volume major collector roads, roads with steep hills and curves, roads serving commercial businesses. 3. City parking lots serving businesses. 4. Residential streets. 5. Remaining City parking lots and grounds. 6. Sidewalks and pathways. 6.0 Salting and Sanding The City will use sand, salt and other chemicals when there are hazardous ice or slippery conditions. The City is concerned about the effects of such chemicals on the environment and will limit its use for that reason. 7.0 Street Plow Routes The Street Superintendent and plow operators will determine plow routes and sequencing of operations. Plow routes are created for primary and secondary routes utilizing the priorities listed above. Primary and Secondary street plow route maps are included in Appendix A. 8.0 Sidewalks, Pathways and Parking Lots The City will plow some sidewalks and pathways in the City as can be seen in the map included in Appendix B. The goal is to have the sidewalks clear of snow within 24 -hours of the end of a 2 - inch or more snowfall event and 36 -hours for pathways at the end of a 2 -inch or more snowfall event. The City does not provide ice control on sidewalks and pathways. The following public parking lots are maintained by the City: 2 41h Street parking lot Animal shelter parking lot Bertram Park — school entrance Block 34 parking lot Block 35 parking lot Community Center parking lot Commuter parking lot — Deegan Ave. DMV parking lot East Bridge and West Bridge parking lots Ellison Park parking lot Fire Hall parking lot Hi -Way Liquor parking lot Meadow Oak Park parking lot Montiview Park parking lot Park shop parking lot Public Works parking lot Riverside Cemetery internal roads Trailhead parking lot Block 51 public parking lot Fibernet head end building parking lot 9.0 Winter Parking Regulations No parking on any City street between 12 a.m. and 6 a.m. between November 15th and April 11t and when winter precipitation is expected. The City participates in an Alert Center and NO PARKING on any City street will be allowed when a snow event has been declared. Residents are encouraged to sign up to receive these important notifications. The Wright County Sheriff's office is responsible for enforcing these winter parking regulations. 10.0 Responsibilities of Residents This policy has identified streets, sidewalks, pathways and parking lots the City will clear. Residents will also have certain responsibilities. All sidewalks within the city limits shall be cleared of snow by the property owner as indicated by 11.0 Damage to Personal Property Mailboxes should be constructed sturdily enough to withstand snow rolling off a plow or wing. Mailboxes that are damaged by actual contact with City equipment will be considered for compensation at City expense. Compensation for mailboxes and posts shall be for materials only with a maximum allowable reimbursement of $150 per single family residential mailbox and a maximum allowable reimbursement pf $200 per cluster mailboxes. Damage to trees, shrubbery and other landscaping will not be considered for compensation unless located beyond the boulevard or private property. The City will re -seed plow disturbed areas of the boulevard in the summer months when staffing and workload permits. 12.0 Deviation from Policy The Street Superintendent may deviate from this policy when in his or her judgement it is in the best interest of the City or is necessary because of budget needs or other circumstances. Any deviations will be documented and considered for policy modifications periodically. 3 13.0 Pollution Control and Prevention Practices Preparation • Store de-icing material under a covered impervious storage area indoors or in an area where water coming off the e -icing materials is collected and delivered to the sanitary sewer or reused as salt brine to implement practices to reduce exposure when transferring material from salt storage areas (e.g. sweepings, diversions, and/or containment). • Slope loading area away from storm drain outlets. • Design drainage from loading area to collect runoff before entering stormwater system. • Washout vehicles (if necessary) in approved washout area before preparing them for snow removal. • Calibrate spreaders to minimize amount of de-icing material used and still be effective. • Provide vehicles with spill cleanup kits in case of hydraulic line rupture or other spill. • Train employees in spill cleanup procedures and proper handling and storage of de-icing materials. Process • Load material into trucks carefully to minimize spillage. • Periodically dry sweep loading area to reduce amount of de-icing materials exposed to runoff. • Distribute the minimum amount of de-icing material to be effective on the roads. • Do no allow spreaders to idle while distributing de-icing materials. • Park trucks loaded with de-icing materials inside when possible. Clean Up/Follow Up • Sweep up all spilled de-icing material ground loading area. • Clean out trucks after snow removal duty in approved washout area. • Provide maintenance for vehicles in covered areas. • If sand is used in de-icing operations, sweep up residual sand from streets when weather permits. 4 APPENDIX A APPENDIX B CITY OF RIVER IT RIVER STWMonticeRo �\ ¢ O S (yqY HILLCREST qO � \ W ALXNE CTR/ N -� 0000001111 P IE RD w HILLTOP DR \ \ N m 3 _ 2023 £00 h Rev \\ 2022 �\ TERRY LIEFERT DRo @@O4 y 8CAE \\\ \V+ � c4ffrTN o AgpPiN ♦ OAR2N \\\\ 3@@D W s CITY SINOW PLOW �\\\ ARA)R/FPNECT O A/VERST \\\\ lal �eK Ap 5 414 c/loo R, nl'ITF CLUBVIEW DR 31W GOLF COURSE RD w F E FW vJ� \\` 11 \ ` ^ hSTW ROST 3 b R/VERST \�\ ?50 2,500 Feet RIVERVIEW DR ` � —_i'/ I CTY RD 39E 1 Mll I STO NERI DG E CT \ DGELN STONERIDGELNO ) MFPDOW OAKPVo Little Monticello Eastview ^� = o C� o MountainHigh Elementary School Elementary .I.V 1A50 E _ E D 3i-�• 80.18KpPKFS BLVD 13 RE MARTIN OR ORIOLE IN P I N FALCON AVE CH4rNE > STARLING DR a• W STARLING DR S }+ 23 � NO �EPDOW LN Y 3 LL 25 J_ \ M O I FALLON DR $ £ pAKVIEWLN 3 • 3 'L'�A[[gRO(Nswn aR 22 SPIRITHILLSRD 23 OVERLDDK LN 1 1 25 MOUNT CURVE BLVD • • 9F' 26 o \\\ 1 26 WILOWOOD BLVD B W E 1 27 WILOWOODCT ® v 26 OT 28 DEER CIR O N i29 BI60N CIR WILDWODD WAYp • Q I a i LL I 1 w' 9Vf I L t Si 9JR.z BAKKEN Si 14.4' 4 I ROR •R15T NE 85TH ST NE ------- — gSt� BATHSTNE I e p d4 I 82ND ST NO 09TH ST HE ------- L______ -ppR NE 90 HST NE \\ CF OV Montissippi CSAH39WEST \`\ A�IRIE°NE 3 R/�fRsr �w Public Works Bldg to Broadway W " 6TH STREET WEST Elm St to TH 25 \i y BROADWAY �\ Willow St to Meadow Oak Dr \ JI KAMPA PRAIRIE ROAD\ CH Broadway W to Kevin Longley Dr �tvRD39wa g GDLECODES �W GILLARDAVENUE CSAH 39 E to 95th St (due to topography) HARTBOULEVARD Mississippi Shoresto WWTP to Broadway E RIVER STREET EAST Washington St to Centre Care Health WASHINGTON STREET River St E to 7th St E ROUNDABOUT Meadow Oak Ave & Fenning Ave (CSAH 18) SCHOOL BOULEVARD TH 25 to Fenning Ave (CSAH 18) include roundabout WALNUTSTREET Broadway W to 7th St W DUNDASROAD TH 25 to Fallon Ave FALLON AVENUE OVERPASS 7 I St E to Chelsea Rd E 3RD STREET Chestnut St to Washington St 7r" STREET WEST Walnut St to CSAH 39 W CEDAR STREET River St E to 7`h St E CEDAR STREETSOUTH Oakwood Dr to dead end EDMONSONAVENUE Chelsea Rd to 85th St NE CHELSEA ROAD CSAH 39 W to Fenning Ave FALLON AVENUE Chelsea Rd to 85th St NE 85TH STREETNE Fallon Ave to TH 25 DEEGAN AVENUE School Blvd to commuter parking lot RIVER STREET WEST 2171 River ST W (Xcel ballfields) to TH25 OTTERCREEK ROAD CSAH 75 to River St W OAKWOOD DR TH 25 to culdesac SCHOOLBLVD TH 25 to dead end (beyond city water tower) J f I � I y I I ` "',4, P k W ��bdq .?,�SBP�� \NN500.0°KOR FSTD h NQ � -KENNA G< etDN SAVA NPM C ADO WINDEMERE CT WOODCREST W°°OS\DE pO CO<g2� L2�M °OP T 1�QlP � P I 0P PPO Iry POS HAYWARD CT DEEGANR I POFD I I � I I I aThsTW STNST W � / RDNTST 2023-2024 SNOW PLOW aTNST "� f �I 3 QThsT � E THOMAS PARK CIF THOMAS PARK OR n SEASON HOMESTEAD CIR \ STONERIDGE CIR sTONERIOGER LT GOLDEN EAGLE LN EAGLE NEST LN 0000 EAGLERIDGELN STONERIDGELN 0 TALON CT FARMSTEAD DR STONERIDGE DR Lltlle Monticello EAGLE EYER ICOUNTPY y EasM zCIR °P Mountain High Eiaroao' 0 o Elementary School � a PEBBLEBROOK DR $ i ORIOLE LN Ov MARTIN DR FALCON AVE V a OHEYENNE STARLING DR S C w a HARVESTAPALELN J O 0 CT 1TOP STARLING DR swauow crrz AuoN DR CT OgCHgRDO p00\F.`°NE DIAMOND DRIP PARK DR P v 11 A v O v 9�f G 4qH/L LN I W 87TH ST NE t I ------I W - I m LL Monticello MISSISs/PAID �`�� 9q` !CR t B 1 9 BO \\ CTY RD 39 E CROCS WgyW HILLCREST RD �" \�\\ MILL CT RNER MRL DR N�IJE Ci Cq 3 \�\\ PRAIRIE RD 3 iHIUTOP DR ¢ I OSPREYGT I OSPREY CIR (RIVER MILL RUN RD 9O 10 BALD EAGLE R N J f o ` ¢ �� \\ ` �\\\ W `\ RNEFSIDE ST 96THNEAK � • �\\ �gfCRfF SANDV LN u Rij�f \\\` f 1 \ F 1 �9\ \ sgNDy[ �3 z PV -N O°N° \ \ o CL O9kLN \\ 0 CSAH39WEST \`\ A�IRIE°NE 3 R/�fRsr �w Public Works Bldg to Broadway W " 6TH STREET WEST Elm St to TH 25 \i y BROADWAY �\ Willow St to Meadow Oak Dr \ JI KAMPA PRAIRIE ROAD\ CH Broadway W to Kevin Longley Dr �tvRD39wa g GDLECODES �W GILLARDAVENUE CSAH 39 E to 95th St (due to topography) HARTBOULEVARD Mississippi Shoresto WWTP to Broadway E RIVER STREET EAST Washington St to Centre Care Health WASHINGTON STREET River St E to 7th St E ROUNDABOUT Meadow Oak Ave & Fenning Ave (CSAH 18) SCHOOL BOULEVARD TH 25 to Fenning Ave (CSAH 18) include roundabout WALNUTSTREET Broadway W to 7th St W DUNDASROAD TH 25 to Fallon Ave FALLON AVENUE OVERPASS 7 I St E to Chelsea Rd E 3RD STREET Chestnut St to Washington St 7r" STREET WEST Walnut St to CSAH 39 W CEDAR STREET River St E to 7`h St E CEDAR STREETSOUTH Oakwood Dr to dead end EDMONSONAVENUE Chelsea Rd to 85th St NE CHELSEA ROAD CSAH 39 W to Fenning Ave FALLON AVENUE Chelsea Rd to 85th St NE 85TH STREETNE Fallon Ave to TH 25 DEEGAN AVENUE School Blvd to commuter parking lot RIVER STREET WEST 2171 River ST W (Xcel ballfields) to TH25 OTTERCREEK ROAD CSAH 75 to River St W OAKWOOD DR TH 25 to culdesac SCHOOLBLVD TH 25 to dead end (beyond city water tower) J f I � I y I I ` "',4, P k W ��bdq .?,�SBP�� \NN500.0°KOR FSTD h NQ � -KENNA G< etDN SAVA NPM C ADO WINDEMERE CT WOODCREST W°°OS\DE pO CO<g2� L2�M °OP T 1�QlP � P I 0P PPO Iry POS HAYWARD CT DEEGANR I POFD I I � I I I aThsTW STNST W � / RDNTST 2023-2024 SNOW PLOW aTNST "� f �I 3 QThsT � E THOMAS PARK CIF THOMAS PARK OR n SEASON HOMESTEAD CIR \ STONERIDGE CIR sTONERIOGER LT GOLDEN EAGLE LN EAGLE NEST LN 0000 EAGLERIDGELN STONERIDGELN 0 TALON CT FARMSTEAD DR STONERIDGE DR Lltlle Monticello EAGLE EYER ICOUNTPY y EasM zCIR °P Mountain High Eiaroao' 0 o Elementary School � a PEBBLEBROOK DR $ i ORIOLE LN Ov MARTIN DR FALCON AVE V a OHEYENNE STARLING DR S C w a HARVESTAPALELN J O 0 CT 1TOP STARLING DR swauow crrz AuoN DR CT OgCHgRDO p00\F.`°NE DIAMOND DRIP PARK DR P v 11 A v O v 9�f G 4qH/L LN I W 87TH ST NE t I ------I W - I m LL Monticello MISSISs/PAID �`�� 1 9 BO CTY RD 39 E i MILL CT RNER MRL DR �1 �\\\ I� RIDGE LN ¢ I OSPREYGT I OSPREY CIR (RIVER MILL RUN RD 9O 10 BALD EAGLE R Ft\ ` `\ 95TH ST NE ST 96THNEAK All \`DWvy 94TH ST NE `� c --- /�— f 1 \ F 1 �9\ V_ z PV -N O°N° \ \ o y o IA25NA 22 3 \ WBRIAR OAKES BLVD 13 RED OAK LN 21�\$ � V\ p93PyxH Z --I LL 22 \ 0 15 0 MEADOW LN G \\ \\ 26 0", \ 0P PO 1J OAKVIEW LNO y OAK LEAF CT a \\ �\ assist '-11245UMMIT 225PIRIT HILLS RD 23 OVERLOOK LN ` y 16 D EAST OAK DR `\ �\ POINTRD y 111 WHITEOAKCIR 125 MOUNT LURVE BLVD 1 a f y0 20 I QG I 12 ACORNCIR 3 BRIAR CT �\i� \ 126 WI LDWOODBLVU ' OP °9K�Fw I 14 SHADY OAK CIR 5 HAWTHORNE PLN 2J WILDWOOD CT O 0 26 CT I 6HAWTHORNE PLS 28 DEER CIR 29 BISON CIR m I WILDWOOD WAY n " I J ENDICOTT TEL I 9 c sON o f 9Af 8MAPLEWOOD CIR z29 n DEER ST a i Q O 9 LEAF CIR 20 MEADOW OAK CT 86TH ST 028 BAKKEN STA OP m BAKKEN 4�P CP 21 RED OAK CIR NE BADGER ST P3>V'P I ` I oBADGER CIR 86TH ST NE ' --------------- I sae I PSPS 84TH ST NE tP � `--82NDSTNE— I I I I I i ��NNSePooK V SAVANNAH AVE Drys fv W 2s 3R0 3 3ry� sT s G ysTN�� 0 1,250 2,500 Feet Sidewalk and Pathway Map Snow and Ice Maintenance 2023-2024 goy F ` ORIOLE LN CITY OF M onticefl0 LEGEND: Primary Sidewalk Secondary Sidewalk Primary Pathway Secondary Pathway Plow as time permits / \ N — —--- _ -- _� W�E Document Path: J:\qis\city\MONT\Maps\Basemap.mxd 8 City Council Agenda: 10/23/2023 4E. Consideration of authorizing RJM Construction to provide construction management services for the construction of a new public works facility Prepared by: Meeting Date: ❑ Consent Agenda Item Public Works Director/City Engineer 10/23/2023 ® Regular Agenda Item Reviewed by: Approved by: City Clerk, Community Development City Administrator Director, Finance Director, Parks, Arts, and Recreation Director ACTION REQUESTED Motion to authorize RJM Construction to provide construction management services for the new Public Works Facility project and authorize Mayor and City Administrator to execute final contract agreement. PREVIOUS COUNCIL ACTION September 26, 2022: Authorized the solicitation of proposals for professional services for the New Public Works Facility project. November 8, 2022: Authorized the purchase of parcels 213100151400 and 213100153100 for a new public works facility. November 28, 2022: Authorized Oertel Architects to provide professional services for the construction of a new public works facility. August 14, 2023: Authorized the solicitation of proposals for construction manager services for the construction of a new public works facility. REFERENCE AND BACKGROUND The Monticello Public Works Department provides a varied scope of essential services to the community, including engineering, facilities maintenance, water, sewer, and streets. Currently, these divisions operate out of a facility located at 909 Golf Course Road. It was constructed in 1975, and the most recent addition was added in 1995 for vehicle storage. The facility is showing its age with frequent repair costs, and significant reinvestment is necessary for it to continue to be a suitable public facility. The situation is made more complicated because the size and shape of the current site does not readily allow for expansion, reducing the effectiveness of reinvesting in a facility that likely does not meet the long-term needs of the city. City Council Agenda: 10/23/2023 The Monticello City Council and staff began considering how to solve these long-term facility issues more than a decade ago. A Needs Assessment conducted in 2007 recommended constructing a new facility on a 20 -to -30 -acre location to allow adequate space for future expansion. The City updated the assessment in 2019 to include more recent data, and the study once again received a recommendation to build a new facility in a different location based on the conditions of the community. Using this information, the City Council identified construction of a new public works facility as a priority during a strategic planning session in 2021 and has reaffirmed this priority in subsequent years. To verify the data in the needs assessment documents, the City also completed an assessment of the existing facility in 2022 to better understand the specific maintenance needs and associated costs required to continue operating out of the current location. The study found the existing office building should be demolished and investment in the remaining buildings would be several million dollars. Using the supporting data from the various studies, the City Council authorized a site search and reviewed two locations, one in Otter Creek Industrial Park and the other near the water tower on School Boulevard. The City Council ultimately purchased the site on School Boulevard, acquiring approximately 70 acres to plan for the new building. Once a suitable site was selected, the City contracted with Oertel Architects to design the facility. The Oertel team reconfirmed the data in the 2019 needs assessment based on the current size of the department and fleet as well as projected population growth trends in the community. In addition to design and construction document services, the contract with Oertel planned for the City to use a construction manager for successful delivery of the project. A construction manager will assist the City with pre -construction and construction services. The pre -construction services will include contributing to the development of the plans, specifications, and cost estimates. The construction manager will help with value engineering and find creative ideas to achieve the highest quality construction. In addition, they will recommend alternative construction options to achieve cost savings during the design phase. During the construction phase the construction manager will solicit bids from subcontractors and manage these various subcontractors and their associated contracts. The City Council authorized release of a request for proposals in August 2023. The City received nine proposals for construction manager services that were evaluated by city staff and members of the Oertel team. Evaluators used the following scoring system: • Firm and key staff experience — 20% • Relevant project experience — 20% • Proven track record of successfully completing similar projects — 20% • Proposed approach for completing the project — 20% City Council Agenda: 10/23/2023 • Project Cost — 20% From this review, the top three scoring firms were interviewed by the City Council, City staff, and Oertel Architects' staff. Following this interview, consensus was reached to move forward with RJM Construction. RJM has significant experience with municipal projects, including public works facilities. They've operated under both the Construction Manager as Advisor and Construction Manager at Risk models and have worked with Oertel Architects on over 25 previous projects. Earlier this year, City staff toured one of the public works facilities RJM has worked on and feel confident the company will add value to the Monticello project. RJM's proposal and interview presentation highlighted their history of accurate cost estimating. Of the examples provided, the bids received were an average of 2.5% under the estimated project cost at 95% plans. The RJM team also stressed the importance of keeping the City at the forefront of all project decisions by ensuring an efficient and streamlined communication plan with staff, Council, and the public. RJM Construction is the current contractor for the Monticello Community Center atrium repairs. During the design phase of the MCC atrium, RJM Construction communicated effectively and understood the users of the Monticello Community Center. Currently, as the project proceeds, RJM is working in a timely manner and providing excellent products. If approved for the project, RJM will collaborate with the architect team and city staff on the remainder of the design process. This will include an initial budget review, suggestion of cost- saving strategies, critical delivery strategies, and a 95% budget review. This Phase 1 Pre - Construction Scope has a projected cost of $27,074. If the project continues to move forward, future fees include Phase 2 construction costs (proposed at $634,179), reimbursable costs (estimated at $49,405), and Construction Manager fees. Construction Manager fee would be calculated at 1.50% of the value of the building, which was noted in the proposal as $405,000 based on an assumed $27 million construction cost. Staff will work with the City Attorney to develop a contract for construction management services utilizing what was included in the project proposal as a guideline. The first phase of the project would be for pre -design services, and once construction is approved, the construction services portion of the contract would commence. Budget Impact: The draft 2024 budget and CIP includes $30,000,000 for this project to be funded using bond proceeds. Approval of this contract does not include approval to bid for and construct the project. However, bonds would not be issued if the project isn't constructed, in which case the Capital Project Fund would be used to cover costs. II. Staff Workload Impact: City staff will be involved throughout this project. City Council Agenda: 10/23/2023 III. Comprehensive Plan Impact: The planning for the Public Works facility is a result of the 2040 strategy "Regularly conduct evaluations and needs assessments of the Public Works facility and other City buildings." STAFF RECOMMENDED ACTION Staff recommend retaining a construction manager due to the scope and magnitude of building a new public facility. A construction manager will be able to provide useful guidance to enhance the opportunity for effective construction, facility functionality, and overall project success. SUPPORTING DATA • Proposal (to be posted when contract is signed) Residential & Business Subscribers Service 2015 Q2 - 2016 2016 2017 2018 2019 2020 2021 2022 Q2-2023 Q3-2023 Phone Only 32 28 28 24 24 24 22 27 28 26 23 Internet Only 664 717 829 945 11014 11131 11341 11366 11351 1,346 11321 Television Only 74 73 72 55 41 28 14 6 6 Phone & Internet 164 156 145 164 155 166 165 160 151 145 143 Phone & Television 44 42 39 35 30 23 14 1 Internet & Television 318 1 280 1 279 1 1 232 1 206 1 193 1 181 173 1 154 143 140 Triple Play 278 254 253 204 174 141 114 109 96 89 90 Total Subscribers 1574 1550 11645 1,659 11644 11706 1,851 11842 11786 1,749 1,717 Total Phone 518 480 465 427 383 354 315 297 275 260 256 Total Internet 1424 1407 1,506 11545 1,549 11631 1,801 1,808 11752 11723 11694 Total Television 714 1 1 649 1 1 643 1 1 526 1 1 451 1 1 385 1 1 323 1 1 289 256 232 230 July 1st 2016 Arvig's 1st Day Business Subscribers 2015 Service 2015 Q2 - 2016 2016 2017 2018 2019 2020 2021 2022 Q2-2023 Phone Only Q3-2023 Phone Only 10 10 13 10 10 8 7 11 12 15 Internet Only 13 Internet Only 37 31 35 33 37 35 35 39 44 50 Television Only 46 Television Only 1 2 2 1 1 1 1 6 Phone &Internet 94 Phone &Internet 70 66 60 68 63 62 65 61 61 57 Phone & Television 58 Phone & Television 1 1 34 1 1 1 1 Internet & Television 315 Internet & Television 3 4 4 4 3 6 5 4 3 3 Triple Play 3 Triple Play 15 15 19 16 14 14 9 8 5 5 Total Subscribers 5 Total Subscribers 137 129 133 133 129 127 123 123 125 130 Total Phone 125 Total Phone 96 92 92 95 88 85 82 80 78 77 Total Internet 76 Total Internet 125 116 118 121 117 117 114 112 113 115 Total Television 112 Total Television 20 22 25 22 19 22 16 12 8 8 8 Residential Subscribers Service 2015 Q2 - 2016 2016 2017 2018 2019 2020 2021 2023 Q2-2023 Q3-2023 Phone Only 22 18 15 14 16 15 16 16 11 10 Internet Only 627 686 794 912 11096 11306 1,327 11307 1,296 11275 Television Only 73 71 70 54 27 13 6 6 Phone &Internet 94 90 85 96 R203 104 100 99 90 88 85 Phone & Television 43 41 39 34 22 13 1 Internet & Television 315 276 275 228 187 176 169 151 140 137 Triple Play 263 239 234 188 127 105 101 91 84 85 Total Subscribers 1437 1421 1,512 1526 1515 1,579 1,728 1,719 1,661 17619 11592 Total Phone 422 388 373 332 295 269 233 217 197 183 180 Total Internet 1299 1291 11388 1424 1432 1,514 1,687 11696 11639 11608 1,582 Total Television 694 627 618 504 432 363 307 277 248 224 222 Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Netting Period: 7/01/2023 - 7/31/2023 Revenues Subscriber Billings Total Revenues: Expenses Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income 158,162.00 (32,025.44) (15,834.19) (36,088.86) 158,162.00 (83,948.49) $ 74,213.51 Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Netting Period: 8/01/2023 - 8/31/2023 Revenues: Subscriber Billings Total Revenues: Expenses: Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income 157,751.00 (31, 844.43) (15,834.19) (36,088.86) Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Netting Period: 9/01/2023 - 9/30/2023 Revenues: Subscriber Billings 157,864.00 157,751.00 Total Revenues: (83,767.48) $ 73,983.52 Entity: FiberNet 157 From: Arvig Enterprises, Inc. Subject: Netting Statement Netting Period: 3rd Quarter 2023 Total Revenues: Subscriber Billings 473,777.00 Total Revenues: 473.777.00 Expenses: Subscriber Fee Management Fee Fixed Fee Total Expenses: (95,684.85) (471502.57) (108, 266.58) $ CNet Income 222,323.00 Expenses: Subscriber Fee (31,814.98) Management Fee (15,834.19) Fixed Fee (361088.86) Total Expenses: (83,738.03) ,864.00 Net Income Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Netting Statement Nettinq Period: YTD 2023 Total $ 74,125.97 Revenues: Subscriber8illln; 1,444,507.00 Total Revenues: 1, Expenses: Subscriber Fee (295,084.88) Management Fe (139,743.15) Fixed Fee (324,799.74) Total Expenses: CNet Income .00 879.23 Capital Expense Report; Budget versus Actual 3rd Quarter 2023 Actual Budget Variance HE/CO Equipment 22,247 45,000 $ 22,753 Drops 10,800 41,250 $ 30,450 CPE Equipment 37,675 46,875 $ 91200 Road Jobs/Moves $ - $ 70,721 $ 133,125 $ 62,404 2023 Capital Budget: 2023 HE/CO Equipment 60,000 Drops - Plowing 55,000 CPE Equipment 62,500 Road Jobs/Moves - Mapcom - Plant Records - TOTAL - Yearly $ 177,500 Financial Projections PRELIMINARY Q3 2023 - per Contractual Netting Statements Prelim Budget Budget 2023 2023 Variance 2023 Projected Revenue: $1,444,507 $1,411,062 $33,445 $1,881,416 Expenses: Subscriber COGS 295,085 $382,037 $86,952 509,383 Fixed Cost 324,800 $414,521 $89,721 552,695 Cash flow from Operations $824,622 $614,504 $210,119 $819,338 Management Fee: Fixed 139,743 $140,437 ($694) 187,249 Adjusted EBITDA $684,879 $474,067 $210,812 $632,089 Management Fee: Incentive - 40% $273,952 $189,627 $252,836 Capital Expense Budgeted: (70,721) (133,125) (177,500) City Cash Flow 340,206 151,315 201,753 Capital to Developments (85,283) City Cash Flow net of Developments 254,923 Estimated cost of possible future builds: * $ 60,529 Stony Brool< Development Headwater (59 lots) - $118k (less 24,754) $ 24,754 Headwater Townhomes Haven Ridge in design and estimates • Website (July -Sep): o Number of unique visitors: 2,980, down 2.95 o Total sessions/visits: 3,265, down 11.6% o Average time on site/page: 1:26 o Search keywords bringing customers to our website clicks: fibernet, fiber net, fibernet internet, fiber internet, fibernet login, dmca search, fibernet monticello, fiber wifi, business fibernet • Search Ads o Impressions: 17,860, down 0.9°i° o Clicks: 1,200, up 6% o Phone Calls: 337, up 247.4% -1 did reach out to Lisa Bechtold to see if there were any outages during this time. o Search keywords customers are using/clicking: internet providers, charter spectrum, internet speed, TDS, Charter, Spectrum cable, verizon internet service, speed internet, tv and internet, high speed internet Number of potential customers/existing customers that input their address to see if service was available and the cost via website: o July -September: ■ Confirmed Address: 481, up 10.07% ■ Select Services: 347, up 22.6°i° ■ Your Contact Info: 121, up 47.5% ■ Submit: 51, up 8.5% ■ Orders Submitted: 35, up 12.9% • Top landing pages: Home page: 1472, New promo: 844, Gig Offer: 525, Support: 101, Internet: 67 2023 Gig PFL is $75 per month, 500Mb/500Mb for $40/month, 100Mb/100Mb for $30/month New promo landing page: https://www.fibernetmonticello.com/localfiber/ Created front invoice messages and city inserts. Following is some of the artwork that was used: Direct Mail: Get the fast speeds you need and the local service you want at the best price around, Receive fast, fiber internet for as little as $30/month." PrZiees o,e -�o� a IitMi�ed kiwte�;=,94 , Mat 763.314.01001 FiberNetMonticello.com/localfiber Defiveredby arvig 100Mb/100Mb $30/month" Cl Enjoy fast fiber internet Speed, ideal for 5 to 6 devices. C� Handles streaming video, video chatting and gaming online. 500Mb/500Mb $40/month" �i Lightening fast fiber internet speed. C� Enjoy optimal speed for ALL your tech devices! For a limited time with a 24 -month agreement. Seleak yD%1Lplow Wk �s!A 763.314.0100 i FiberNetMonticello.com/localfiber to h„raby arvig ' hbedkRpwmnmiloMzruaralade torten oreasug revdaYW eunamxs xMsggrade Uernterref serxce, xttNn Ne MYNMmreAlo N-rrorxh cmw pus AutopsytAOBard paperless Bltyy are rWedtoreceive Use dsCw The dscaetf xd be apphad a kngasAusopr,(AGO andpa ass BtLugxe adMe pkgularnles apply afleNa2MAnth witrxfendsCur me may lost nvoketor a pullil monNdeprdng an xtenserdtems hsfaled Isoul atttMtis prmanmdy ducos tnen ed la any reasoq the anent discount msyr he m r+aiabl a upm receroaeaton aid early trmanYpn fee s may appy. Aa speeds are smrnanof; upload x1d domtbal speeds are the same Basedon sxaxexearsanetmtxxtsom apply-OBermds August 31.: nrftoedid 2023 t.d,..ad�, arvtg 118 6th Street W, Sulte A Monticello, MN 55362 «First Name» «Last Name» Or Current Resident «Street Address>> :City», <<State>> «Zip Code>> Geo fence Ads: Monticello Times Spotlight Ads: Fast Fltrer Internet that keeps you connected to family, school, work and life. Reliable broadband and smooth speeds for as little as $30/montft't! Lock iw yoult` p�icc4 ��Arrr 763.314.0100 FlberNetMonticelio.com cwra.ah, arvig ]Offer ends lily 31, 2021 Based on area; some restr¢ticns apply. ofiberNet 2023 UCu Get the fast speeds you need and the local service you want at the best price around. Receive fast, fiber Internet foras little as $30/month: I.iw\ikea kirne o;�m� 2* W& = 763.314.01001 Fiber NetMonticello.com Uel,rrtih; arvig. 'nHerw4s V31127.3md w stl earoj amst6ai S apot.vM&PIet Jo23 U FOR SPE�� �O W FIRFRNE Stay connected to family, school, work, and life with ultra -fast fiber Internet. Reliable broadband from t��7Gtrlf� .a11■rid 763.314,0100 FlberNetMonticello.com nJ.cethy .arvlg 'Of6erendsSeptember3g2023.Based onarea; somerestry icnsapply.oriberNet2o23 START BACK TI. ET J Fast. Local. Reliable. ' 3 Elevate your back -to -school season with local, lightning -fast fiber internet from $30/month!` Get the speed you need for the school year ahead! PRiCes W 40 L a lIVAOCCd kIVAC -. RMENEW MW 763.314.0100 FiberNetMonticello.com/localfiber �. �; •• -- 'Offer ends September 3o, 2023. Based on area soma restdctions apply. e•flbe UM 2023 Delivered by arvig 0 1 1 llllLwt9 Tri=ir.Vd torlx/ Iia QUARTERLY REVIEW 3RD QUARTER 2023 (JULY, AUGUST &SEPTEMBER) r91 L A r91 L A quarte Calls for Service assigned in Monticello 3996 Case Reports assigned to patrol 1637 - Burglary 3 - Damaged to Property 20 - General Thefts 30 - Thefts from vehicle 15 - Shoplifting 27 35 Drug Complaints 20 11 Juvenile Complaints 62 46 Motor Vehicle Crashes 83 (6 involved injuries) 75 (9 involve injuries Assault Complaints 9 4 Domestic Disturbance Complaints 43 52 Traffic Stops 875 1143 F*UI Incidents (includes stops & MVA w/ arrests) 11 17 Citations Issued (Criminal, Traffic & Ordinance) 254 332 - Individuals Arrested/Booked into Jail Aft -18.92% -45% -25.81% -9.64% -55.56% Divisional Highlights 06- = - Patrol 1637 Case Reports Completed (1624 in 2022) The Face of the Wright County Sheriff's Office. Patrol Captain, 3 Patrol Lieutenants, 12 Patrol Sergeants & approximately 94 patrol Deputes County Wide provides 24/7/365 law enforcement services to residents of the County and most cities within Wright County. Over the summer months we did not have any significant pattern -type issues (theft from vehicles, juvenile complaints, etc.). Deputies have been working hard to work hard on patrol to prevent the quality of life and property -related issues and incidents :_02 to the best of our abilities. Deputies spent a lot of time at various community` engagement events like River fest, Brewfest, and F Music on the Mississippi just to name a few. This was above and beyond the off-duty contracted deputies were were present at these events. SHEAIF�- Divisional Highlight: Specialty Divisions Criminal Investigation Division (CID) 46 Case Reports Completed (51 in 2022) Many are assists to Patrol Many of these cases are time consuming and require a lot of follow up and additional work Major Crimes Investigation Unit (Mciu) ► 7 Case reports completed (6 in 2022) Works closely with other units/divisions Supports investigations by more detailed documentation and specific evidence collection & preservation Special Investigation Unit (siu) ► 8 Case Reports completed (15 in 2022) Plain clothes deputies 0 Primarily work drug-related crimes Assist other divisions on various cases Computer Forensics Unit (CID) 6 Case reports completed (4 in 2022) R Works with CID on computer-related crimes or when computers are seized or taken as evidence Divisional Highlight: Specialty Divisions (continues School Resource Officer Division (SRO) ► 24 Case Reports Completed (40 in 2022) ► SRO's work closely with students and School administration and staff to keep our school safe and secure. Currently, our SRO division is comprised of 2 Sergeants and 12 Deputies (2 of which solely work in the Monticello School District). During the 2022-2023 School year the SRO's handled 1449 cases County Wide (268 in Monticello). Significant changes in some of the laws regulating SRO's in the schools. We remain committed to the safety of our schools and children while they are attending schools. At this time no significant changes have been made and we continue to have SRO's in both the Monticello High School and Monticello Middle School. iolations Average 50-60% citation rate/charges for stop arm violations MN Statute 169.444 - Drivers shall stop 20 feet from a bus when an extended stop -signal arm and flashing red lights are activated. Vehicles shall not move until the stop arm is retracted and flashing lights are no longer flashing Misdemeanor charge punishable by a fine of not less than $500 Enhances to Gross misdemeanor charge (up to 1 year in jail and/or up to $3000 fine) if children are outside the school bus and on the street where the violation occurred MULTI -LANE PAVED ACROSS: Vehicles traveling in bath directions MUST stop. DFODED HIGHWAY: [Un payed -space (Min.5 t) 08 arae raised median or phVSical harfior. Vehicles behind bus MUST stop. Vehicles traveling in the apposite direction proceed with caution. 0 4 Drive Safely and be aware of the weather outlook Leave early and give yourself extra time for travel during the winter months Adjust your speed to the conditions and increase following distances Watch out for slippery areas - Bridge decks, overpasses, and curves become more slippery than other parts of the roads Pack an emergency survival kit in your vehicle Make sure to keep fuel in check in your vehicles Watch out and drive slowly when you see emergency vehicles & tow trucks Use extra/extreme caution when driving near or around snowplows Be aware of various cities' parking rules/regulations as they relate to parking on streets d WINTawR SU.RV,,..l,. /L KIT • Boots, jackets, gloves!'; • Blankets • Cell phone charger • Flashlight and spare batteries • Bottled water and snacks • Booster cables • Basic tools • Sand or cat litter • Red bandana • Pencil and paper Questions? j"-KR1F� W 1? �ARIN� WRIGHT COUNTY Q�oF%:SSIO ►,q�rs�i * * w °C CARING Contact P. Lieutenant Jason Kramber 763-682-7433 (Office Phone) jason.kramber@co.wright.mn.us Sergeant Kevin Triplett 763-286-6685 (Cell Phone) kevin.triplett@co.wright.mn.us Emergency Phone Number 911 Non -Emergency Phone Number 763-682-1162 City of Monticello: Public Works Facility Project Update — October 23J. 2023 Why is Monticello considering a new Public Works Facility.? o Construction of a new city facility is a significant investment that needs careful consideration. o Monticello has been examining how to address issues with the existing site since 2007. o Renewed effort began in 2021 due to two important factors: • The condition of the existing facility • The limitations of the existing site's size and shape. l� CITY OF Monticello The buildings and associated infrastructure at the current site are in poor condition. o The facility was built in 1975; the most recent update was in 1995. o The buildings have increasingly frequent repair and maintenance issues and costs. o A 2021 assessment looked at the building interiors and exteriors as well as substructures, mechanical equipment, and the site overall. o It identified repairs needed for continued operations out of the site, addressing areas like drainage issues, HVAC replacements, updates to bathrooms and locker rooms, updates to doors and windows, and repairs to outside wall damage and cracking. Monticello Limitations to the existing site. o The existing buildings are too small o The current site is 6.98 acres • 4.47 acres on the north side of Golf Course Road • 2.51 acres on the south side. o A 2019 Needs Study noted a need for site of at least 15 acres. o The larger portion is a triangle shape, making it difficult to expand on the site. 4A. r _,.t �- - - igg A" .t ! • .r4; A� Public Works Facility Project Purposes, The divisions of public works need a safe, efficient, and functional facility from which to serve the public. Following careful review of the options available, Monticello initiated steps to plan and invest in a new facility that will meet the current and future needs of our community. CITY OF Ionticello PROJECT TIMELINE 19 City of Monticello Public Works Facility 2021 ------------------------------------------------------ 2023 , Identifying Priorities Hired p Project Preparations CM,J nnMk • City Council review of Selection of • - - � Facility Tours projects and prioritized Architects to review 2019 Conceptual Planning and Site addressing PW facility issues facility needsTest Fits • City Council Workshop to conclusions and design the Preferred Concept Plan and explore process and cost of new facility Updated Cost Projections new facility L Concept meeting with City • Existing Public Works Facility Council and Planning Assessment Commission • Property Purchased for future Annexation of the property into new facility on School N�,LookingForward the city limits Boulevard ��, Final Design (2023) Proposed for Construction Manager to ■--■ ■ -STEPS the project (2023) N EXT PW Facility land Acquisition: • Property was purchased in 2021. • Uses about 20 acres closest to School Boulevard. • It will include Engineering, Streets, Water & Sewer, Fleet Maintenance, Facilities Maintenance, and Public Works Administration. • Facility will include office space, vehicle storage, fleet maintenance area, workshops, cold storage, etc.(fuel island, salt storage, etc.). • It is also proposed to be used for an election precinct and IT infrastructure. I% Hired Project Architect: In November 20221 the City contracted with Oertel Architects for the design of anew Public Works Facility. The contract was drafted with the intent to use a construction manager as well. _ VlDnticelb Public Narks RTII. Yfew from Rediord Sarre Extensron DE N'toliticell) A C-1irMCTS Construction Management 0 4E. Consideration of authorizing RJM Construction to provide construction management services for construction of a new public work facility. CITY OF 1MVIconticeflo Construction Manager Request for Proposals: o The City Council authorized staff solicit request for proposals for construction manager services. o Construction manager will assist with pre -construction and construction services. o RFP was posted on the City's website as well as on the League of MN Cities website. o Nine proposals received and staff from public works, engineering, finance, community development, parks and recreation, and administration reviewed the proposals and recommended three firms be interviewed. CITY OF Ionticello Construction Manager Request for Proposals: o City Council conducted interviews on October 16 and recommended RJM Construction to complete this project. o RJ M's proposal included a cost of $27,074 for preconstruction services and construction services would be $683,584 infixed and reimbursable costs plus an additional 1.5% based on the construction contract amount. o Current construction costs are estimated at $27,000,000. CITY OF Monticello Staff Recommendation o Staff recommends proceeding with RJM Construction to provide construction management services for the project and for the Mayor and City Administrator to negotiate a contract based on the scope and intent of the RFP. l CITY OF Monticello