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City Council Agenda Packet 09-25-2023AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 25, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL WORKSHOP p.m. (Academy Room) 5:00 p.m. CLOSED MEETING — Consideration of purchase of property PID: 155226000020 Legal: Outlot B, Great River Addition Authorized by MN Statute 13D.05, Subd. 3 5:30 p.m. Downtown Parking Discussion 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 September 11, 2023 • Regular Meeting Minutes from September 11, 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 • MCC Announcements F. Council Liaison Update • EDA G. Department Updates • Human Resources Annual 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 2023-80 accepting donation of a drone (value of $3,000) from Bill Fair E. Consideration of approving special event permit for Nordic BrewPub for an event on October 7, 2023 F. Consideration of setting a special City Council meeting on Friday, December 22, 2023, at 7:30 a.m. for approval of bills G. Consideration of adopting Resolution 2023-81 accepting donations for Monticello Let's Chalk H. Consideration of setting the Truth -In -Taxation Public Hearing for December 11, 2023 I. Consideration of setting the 2023 pension benefit level at $5,300 per service year for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members J. Consideration of adopting Resolution 2023-85 approving the Preliminary and Final Plats and Development Contract for Great River 2nd Addition. Applicant: Briggs Companies K. Consideration of approving a license agreement between the City of Monticello and Block 52 Holdings LLC, Buchholz Exchange LLC, and Norgren Exchange LLC for use of the River Street right of way. Applicant: City of Monticello L. Consideration of adopting Resolution 2023-82 setting a public hearing for October 23, 2023, for the layout approval for the I-94 Gap Project, State Project 8680-189 M. Consideration of approving quote from Sir Lines A Lot, LLC for the 2023 Pavement Marking Project with a cost of $36,838.46 N. Consideration of approving a share facility use agreement with Swan River Montessori Charter School for the 2023-2024 school year 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2023-83 approving City of Monticello Economic Development Authority special benefit levy of $451,000 and accepting preliminary EDA 2024 budget of $499,000 Consideration of adopting Resolution 2023-84 setting the 2024 City of Monticello Preliminary Tax Levy 4. Adjournment MINUTES MONTICELLO CITY COUNCIL SPECIAL MEETING AND WORKSHOP Monday, September 11, 2023 — 4:30 p.m. Academy Room, Monticello Community Center Present: Charlotte Gabler, Lloyd Hilgart, Tracy Hinz, Lee Martie, Sam Murdoff Absent: None Staff: Rachel Leonard, Jennifer Schreiber, Angela Schumann, Tom Pawelk, Sarah Rathlisberger 1. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 4:30 p.m. 2. THC Ordinance Discussion Jennifer Schreiber, City Clerk, requested direction on allowing establishments with an on -sale liquor license the ability to sell THC beverages per ordinance. There was City Council consensus that an ordinance be drafted for approval at an upcoming council meeting. 3. 2024 Budget Discussion Sarah Rathlisberger, Finance Director, presented for the fourth and final budget meeting. As part of the presentation, she noted the changes that were made to the draft 2024 budget in order to balance. These included: revision to the proposed parks position, solar investment agreements, eliminated carpet for library, reduced funding the pathway maintenance fund, and reduced facilities maintenance allocation. Ms. Rathlisberger presented three budget scenarios with an 8%, 9% and 10% increase. It was stated that an 8% increase in 2024 would mean an almost 21% increase in 2025 for the new public works facility. It was also mentioned that each percent increase brings approximately $120,000 in revenue. The MCC budget was also balanced due to staffing vacancies and reduced facilities maintenance allocation. The Council discussed the changes made to the proposed 2024 budget. Councilmember Murdoff expressed that he would favor a 10% increase in 2024. Councilmember Martie concurred. Councilmember Hinz commented that she supported funding the carpet for the library. City Council Special Meeting Minutes—September 11, 2023 There was Councilmember consensus for a 9% increase in 2024, with $40,000 to be used for carpet in the library and the remaining revenue to be put in Capital Improvements Fund. 4. Housing Study Workshop with EDA and Planning Commission Jason Valerius & Brian Wiedenfeld, MSA Professional Services, Inc., presented the housing study that was completed. 5. Adjournment By consensus, the meeting was adjourned at 6:29 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes—September 11, 2023 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 11, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Charlotte Gabler, Tracy Hinz, Lee Martie and Sam Murdoff Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special meeting minutes from August 28, 2023 • Regular Meeting Minutes from August 28. 2023 Councilmember Gabler moved approval of the minutes. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements Haley Foster, Communications & Marketing Specialist, noted the following public announcements: • 2023 Business Roundtable event hosted by IEDC • Fire Department Open House — September 16 • MCC Pool Closure • Fall Swimming Lesson Registration • Farmers Market — September 28 is the final outdoor market F. Council Liaison Uodates • IEDC — Councilmember Hinz noted that the group received updates on the draft 2023 hotel market study and the business round table event scheduled for September 14. The group also received updates from city staff, county staff and the Chamber of Commerce. City Council Minutes: September 11, 2023, Page 1 1 3 • Planning Commission — Councilmember Gabler gave an update of the Planning Commission meeting held September 5, 2023, and noted there was a public hearing held regarding Great River Second Addition. G. Department Update • Senior Center Annual Update — Pam Loidolt, Senior Center Director, presented an annual update for the Monticello Senior Center. • Construction Update — Matt Leonard, City Engineer/Public Works Director, provided an update on the current construction projects in Monticello. 2. Consent Agenda: Councilmember Martie moved approval of the Consent Agenda. Councilmember Hinz seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $1,282,194.38. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for Monticello Community Center and terminations for Monticello Community Center. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of approving a temporary charitable gambling permit for the Wright County Whiskey Club for an event to be held on December 2, 2023 at Nordic BrewPub, 530 Cedar Street. Action taken: Approved the permit. Consideration of adopting Resolution 2023-75 for orderly annexation of 69.97 acres of land, Parcel Identification Numbers 213100151400 and 213100153100 to the City of Monticello. Petitioner: City of Monticello. Action taken: Adopted Resolution 2023-75 for orderly annexation. F. Consideration of approving the 2024 law enforcement contract with Wright County Sheriff's Office. Action taken: Approved the contract. G. Consideration of adopting Resolution 2023-76 accepting a grant from the Wright County Health & Human Services in the amount of $35,550 for three hydration stations at the Monticello Community Center and Parks Master Planning. Action taken: Adopted Resolution 2023-76 accepting the grant. H. Consideration of adopting Resolution 2023-77 accepting a grant from the Wright County Aggregate Tax Fund of $30,000 for turf conversion projects. Action taken: Adopted Resolution 2023-77 accepting the grant. City Council Minutes: September 11, 2023, Page 2 1 3 Consideration of adopting Resolution 2023-78 accepting a grant from the Monticello Rotary in the amount of $5,000 for turf conversion projects. Action taken: Adopted Resolution 2023-78 accepting the grant. J. Consideration of authorizing Bolton and Menk, Inc. to provide consulting services for the Parks Master Plan project in the amount of $86,000. Action taken: Authorized Bolton and Menk, Inc. to provide services in the amount of $86,000. K. Consideration of authorizing a professional services agreement with Davey Resource Group, Inc for the Monticello Tree Inventory Project at a cost of $71,133. Action taken: Authorized a services agreement with Davey Resource Group, Inc. in the amount of $71,133. L. Consideration of adopting Resolution 2023-79 accepting proposal and authorizing Professional Services Agreement with Stonebrook Engineering, Inc., for a Comprehensive Safety Action Plan in conjunction with the Safe Street 4 All (SSFA) federal grant program in the amount of $186,901. Action taken: Adopted Resolution 2023-79 authorizing agreement with Stonebrook Engineering, Inc. in the amount of $186,901. M. Consideration of approving a contract with Braun Intertec for material testing services at a total cost of $66,851. Action taken: Approved the contract with Braun Intertec in the amount of $66„851. 3. Adjournment: The meeting was adjourned at 7:00 p.m. Recorder: Jennifer Schreiber Attest: City Administrator City Council Minutes: September 11, 2023, Page 3 1 3 City Council Agenda: 9/25/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 9/25/2023 ❑ 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 $1,493,697.89. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 09/15/2023 - 1:12PM Batch: 00201.09.2023 - 201.09.2023 USB Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2790861 8/2023 (15,834 trans) 1583.40 plus tax 1,700.25 09/15/2023 609-49754-443980 2790861 8/2023 (CC rental) 119.85 plus tax 128.62 09/15/2023 609-49754-424100 Check Total: 1,828.87 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 2 ACH Enabled: True 40733949 FSA- Dependent Care 192.30 09/15/2023 101-00000-217200 Check Total: 192.30 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 3 ACH Enabled: True 9/1/2023 Life Insurance - Sept 2023 3,348.38 09/15/2023 101-00000-217066 Check Total: 3,348.38 Vendor: 5147 MN PEIP Check Sequence: 4 ACH Enabled: True 1312992 Health Insurance - Oct 2023 54,846.85 09/15/2023 101-00000-217061 Check Total: 54,846.85 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 5 ACH Enabled: True UB July 2023 5005 - spklr - 822 Hart Blvd. 180.49 09/15/2023 101-43120-438200 UB July 2023 8631 - Animal Shelter 284.97 09/15/2023 101-42700-438200 UB July 2023 5026 - Ellison Park 944.65 09/15/2023 101-45201-438200 UB July 2023 8905 - PW Office 18.35 09/15/2023 101-43127-438200 UB July 2023 5002- spklr- 1510 Hart Blvd 76.65 09/15/2023 101-43120-438200 UB July 2023 8119 - 303 6th St - Parks Barn 257.93 09/15/2023 101-45201-438200 UB July 2023 7224 - WWTP 2,503.61 09/15/2023 602-49480-438200 UB July 2023 8394 - spklr - Riverside Cern. 15.53 09/15/2023 215-49010-438200 UB July 2023 7256-004 - 130 Brdwy- Stormwtr 29.75 09/15/2023 213-46301-438200 UB July 2023 5004 - spklr - 1390 Hart Blvd 397.78 09/15/2023 101-43120-438200 UB July 2023 7441 - spklr - 200 W. Broadway 10.97 09/15/2023 101-43120-438200 UB July 2023 14915 - spklr - 4100 1/2 Cedar 15.16 09/15/2023 101-43120-438200 AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference UB July 2023 8528 - Monti -NSP Sftbll Fields 2,733.84 09/15/2023 101-45203-438200 UB July 2023 8086 - 4th St. Warming House 18.35 09/15/2023 101-45201-438200 UB July 2023 8177 - Library 303.86 09/15/2023 101-45501-438200 UB July 2023 8674 - spklr - 207 Chelsea Rd 246.11 09/15/2023 601-49440-438200 UB July 2023 8117 - MCC 1,675.22 09/15/2023 226-45126-438200 UB July 2023 8622 - Pioneer Park bathroom 22.57 09/15/2023 101-45201-438200 UB July 2023 10128 - DMV 53.20 09/15/2023 653-41990-438200 UB July 2023 8906 - spklr - PW 0.00 09/15/2023 101-43127-438200 UB July 2023 5569 - spklr - Meadow Oak Ave 1,644.97 09/15/2023 101-45201-438200 UB July 2023 8488 - spklr - Hillcrest Park 601.20 09/15/2023 101-45201-438200 UB July 2023 15291 - Commuter Lot- Stormwtr 61.25 09/15/2023 101-43120-438200 UB July 2023 13953 - spklr - Hwy25/SE Brdwy 37.50 09/15/2023 101-43120-438200 UB July 2023 15064 - spklr -Featherstone Pk 167.68 09/15/2023 101-45201-438200 UB July 2023 15363 - spklr- Fallon/7th St. 105.07 09/15/2023 101-43120-438200 UB July 2023 5248 - spklr - Bridge Park E 740.15 09/15/2023 101-45201-438200 UB July 2023 7885 - Facilities Maintenance 49.85 09/15/2023 701-00000-438200 UB July 2023 15292 - Dwntwn Parking-Strmwtr 29.75 09/15/2023 101-43120-438200 UB July 2023 5249 - spklr - Bridge Park W 606.01 09/15/2023 101-45201-438200 UB July 2023 8533 - spklr Chelsea Rd Lft St 307.86 09/15/2023 602-49490-438200 UB July 2023 15362 - spklr-Fallon/Chelsea 111.12 09/15/2023 101-43120-438200 UB July 2023 7256-007 - 103 Pine St- EDA 0.00 09/15/2023 213-46301-438200 UB July 2023 5003 - spklr - 1460 Hart Blvd 89.79 09/15/2023 101-43120-438200 UB July 2023 8621 - spklr- Fenning and-a-bt 46.76 09/15/2023 101-43120-438200 UB July 2023 8903 - PW Shop/Clerical 387.87 09/15/2023 101-43127-438200 UB July 2023 8120 - Bldg. Inspec. Garage 49.85 09/15/2023 101-41940-438200 UB July 2023 10063 - spklr - Front St. Park 48.52 09/15/2023 101-45201-438200 UB July 2023 7256-008 - 112 River St. W EDA 0.00 09/15/2023 213-46301-438200 UB July 2023 10267 - spklr - Comm. Garden 29.18 09/15/2023 226-45127-438200 UB July 2023 5250 - Bridge Park W 54.52 09/15/2023 101-45201-438200 UB July 2023 8904 - PW Vehicle Storage 11.78 09/15/2023 101-43127-438200 UB July 2023 5637 - Meadow Oak Dog Park 7.85 09/15/2023 101-45201-438200 UB July 2023 7256-003 -349 Bdwy- MontiArts 49.85 09/15/2023 101-45204-438200 UB July 2023 8114 - Hi -Way Liquors 323.52 09/15/2023 609-49754-438200 UB July 2023 14522 - spklr - Hillside Cem. 76.63 09/15/2023 101-45201-438200 UB July 2023 15640 - 103 Chelsea Rd- Fire 438.94 09/15/2023 101-42200-438200 UB July 2023 7256-0010 - 101 Brdwy W -EDA 0.00 09/15/2023 213-46301-438200 UB July 2023 7256-0011 107 Brdwy W- EDA 0.00 09/15/2023 213-46301-438200 UB July 2023 7256-013 - 113 Brdwy W - EDA 0.00 09/15/2023 213-46301-438200 UB July 2023 7256-014 - 121 Brdwy W - EDA 0.00 09/15/2023 213-46301-438200 UB July 2023 16795-000- 213 Bdwy - MontArts 49.85 09/15/2023 101-45204-438200 UB July 2023 16726-000- 205 Pine St - MontArts 49.85 09/15/2023 101-45201-438200 AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 15,966.16 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 6 09/06/2023 AST - (5) stafft-shirts, (1) staff full -zip hoodie 126.80 09/15/2023 226-45126-431990 09/06/2023 Amazon - (1) Ergonomic mouse pad 7.19 09/15/2023 101-45201-421990 09/06/2023 Amazon - (1) Banner flag pole w/base 29.95 09/15/2023 101-45204-421990 09/06/2023 Amazon - (1) Climbing wall harness 69.95 09/15/2023 226-45127-421990 09/06/2023 Amazon - (1) Tri -Arc 7 -step HD steel industrial : 765.61 09/15/2023 101-42200-421990 09/06/2023 Amazon - (1) PC board for family spa 268.99 09/15/2023 701-00000-421990 09/06/2023 Amazon - (1) bx sugar packets, (1) pk coffee stir 39.48 09/15/2023 226-45125-421990 09/06/2023 Amazon - (1) 30pk ramen noodle cups 30.35 09/15/2023 226-45125-425410 09/06/2023 Amazon - (2) 12 pks of socks (3-5yrs & 5-7 yrs) 81.96 09/15/2023 226-45127-421720 09/06/2023 Amazon - (1) 30pk nut bars 14.99 09/15/2023 226-45125-425410 09/06/2023 Amazon - (1) 36pk protein bars, 16pk cliff bars, 112.84 09/15/2023 226-45125-425410 09/06/2023 Amazon - (2) silverware caddys, (1) wall mount 53.97 09/15/2023 226-45123-421990 09/06/2023 Amazon - (8) reams copier paper 39.99 09/15/2023 226-45122-421990 09/06/2023 Amazon - (10) pk cash register paper 22.35 09/15/2023 226-45122-421990 09/06/2023 Amazon - (1) Dry erase calendar 59.99 09/15/2023 101-45204-421990 09/06/2023 Amazon - (1) Climbing wall harness 66.95 09/15/2023 226-45127-421720 09/06/2023 Amazon - (1) 50pk cash register tape 69.95 09/15/2023 226-45122-421990 09/06/2023 Amazon - Farmer's Market banner/flag return -56.49 09/15/2023 226-45127-421750 09/06/2023 Amazon - (1) Easyberg fuel transfer pump return -212.39 09/15/2023 101-42200-421990 09/06/2023 Amazon - (1) water gear replacement belt 10.45 09/15/2023 226-45124-421990 09/06/2023 Arctic Glacier - Resale ice; #3417322004, plus 3 2,214.33 09/15/2023 609-49750-425500 09/06/2023 AST - (2) staff uniform apparrel 34.00 09/15/2023 101-45201-421990 09/06/2023 Auto Value - (2) Oil filters #226 & #228 10.58 09/15/2023 101-45201-421990 09/06/2023 Auto Value - (2) Oil filters #5910 10.58 09/15/2023 101-45201-421990 09/06/2023 Auto Value - (2) Oil filters P/N 51334 10.58 09/15/2023 101-45201-421990 09/06/2023 Auto Value - (1) belt for exhaust fan P/N 6821 14.99 09/15/2023 226-45126-421990 09/06/2023 Costco - batteries; 3pks - AA/9V/C 55.67 09/15/2023 609-49754-421990 09/06/2023 Crowd Control Warehouse - Rplcmt parts for sta 221.01 09/15/2023 226-45122-421990 09/06/2023 Cub - Resale limes & lemons 104.59 09/15/2023 609-49750-425500 09/06/2023 Cub - Resale limes & lemons 63.89 09/15/2023 609-49750-425500 09/06/2023 Cub - Resale limes & lemons 98.21 09/15/2023 609-49750-425500 09/06/2023 Dacotah Paper - toilet tissue - Library 58.26 09/15/2023 701-00000-421990 09/06/2023 Dacotah Paper - Can liners - DMV 31.92 09/15/2023 701-00000-421990 09/06/2023 Dacotah Paper - (25) EA gloves, can liners - Parl 315.24 09/15/2023 101-45201-421990 09/06/2023 Dacotah Paper - Cleaning & bathroom supplies - 1,161.42 09/15/2023 701-00000-421990 09/06/2023 Dacotah Paper - Paper plates, glove credit - MC( 63.95 09/15/2023 226-45125-421990 09/06/2023 Horizon Comm Pools - Pool class for Julia Agre; 385.00 09/15/2023 226-45126-443990 09/06/2023 Amazon - (2) shower rods 44.98 09/15/2023 226-45126-421990 09/06/2023 Amazon - (1) PC board for spa heater 270.00 09/15/2023 226-45126-421990 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2023 Delegard Tool - (2) pump handles 50.50 09/15/2023 101-45201-421990 09/06/2023 Discount Pool Mart - Raypak control bezel w/sw -279.98 09/15/2023 226-45126-421990 09/06/2023 Discount Pool Mart - Raypak PC Board Controll -314.09 09/15/2023 701-00000-431990 09/06/2023 Dominos - Dinner for EE's working during City. 49.15 09/15/2023 609-49754-443990 09/06/2023 Ebay - (1) Briggs & Stratton 843130 Nikki Carbi 288.99 09/15/2023 101-45201-422990 09/06/2023 Fastenal - (5) 4'x 100' orange fence 238.80 09/15/2023 101-45201-421990 09/06/2023 Fastenal - (1) 4' diameter safety fence 81.97 09/15/2023 101-45201-421990 09/06/2023 Fleet Farm - Unleaded fuel 15.456G @ 3.649 - L 56.40 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Diesel fuel 7.410G @ 4.299 Tender 31.86 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Diesel fuel 20.198G @ 4.299 - Eng 86.83 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Unleadedl fuel 13.743G @ 3.699 -1 50.84 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - DEF 2.5 G 59.15 09/15/2023 101-42200-421990 09/06/2023 Amazon - 2024 Calendar; Enter Stamp 41.58 09/15/2023 101-41520-421990 09/06/2023 Amazon - Name Plates (2) 23.40 09/15/2023 101-41800-421990 09/06/2023 Amazon - Wide Format CAD Paper Rolls (2 pk) 51.99 09/15/2023 101-43110-421990 09/06/2023 Amazon - Thermal Laminating Pouches (100 pk: 31.64 09/15/2023 101-43110-421990 09/06/2023 Amazon - Hanging Plastic Storage Baskets 17.99 09/15/2023 101-43110-421990 09/06/2023 Amazon - Coffee Pods 30.79 09/15/2023 101-43110-421990 09/06/2023 Amazon - Office Chair 140.87 09/15/2023 101-41310-421990 09/06/2023 Amazon - Staples 14.04 09/15/2023 101-41310-421990 09/06/2023 Amazon - Staples, Trash Bags, Paper Register Ri 45.24 09/15/2023 653-41990-421990 09/06/2023 Amazon - Post It Flags, Plastic Silverware, Pens 231.52 09/15/2023 101-41310-421990 09/06/2023 Amazon - 4 Ft Plastic Folding Table 57.48 09/15/2023 101-41800-421990 09/06/2023 Amazon - Paper 39.99 09/15/2023 653-41990-421990 09/06/2023 Amazon - Expanding File Wallet (4) 67.96 09/15/2023 653-41990-421990 09/06/2023 Amazon- Paper, Fingertip Moistener, Coffee, Pe 759.40 09/15/2023 101-41310-421990 09/06/2023 Amazon- Plastic Forks 11.40 09/15/2023 653-41990-421990 09/06/2023 Amazon- Refund Language Transaltor Device -119.00 09/15/2023 653-41990-421990 09/06/2023 Amazon - Scotch Tape (6 pk) 21.90 09/15/2023 653-41990-421990 09/06/2023 Amazon - Post It Notes, 21.36 09/15/2023 653-41990-421990 09/06/2023 Amazon - Epson Ink Cartridges (5 pk) 54.12 09/15/2023 701-00000-421990 09/06/2023 MN APA - Conference Registration (HS) 492.19 09/15/2023 101-41910-433100 09/06/2023 MN APA - Conference Registration (AS) 434.13 09/15/2023 101-41910-433100 09/06/2023 Aramark - Towel Service - Parks 171.49 09/15/2023 101-45201-431990 09/06/2023 Aramark - Towel Service - Shop 366.95 09/15/2023 101-43127-431990 09/06/2023 Aramark - Uniforms - Parks 254.16 09/15/2023 101-45201-441700 09/06/2023 Aramark - Uniforms - Streets 308.36 09/15/2023 101-43120-441700 09/06/2023 Aramark - Uniforms - Sewer 120.97 09/15/2023 602-49490-441700 09/06/2023 Aramark - Uniforms - Water 120.96 09/15/2023 601-49440-441700 09/06/2023 Auto Value - Halogen Light 8.49 09/15/2023 101-43120-422100 09/06/2023 Chatters - Xcel Qtrly Update Lunch (RL) 16.11 09/15/2023 101-41310-443990 09/06/2023 Cintas - Mat Service #4165593806 77.95 09/15/2023 653-41990-431990 09/06/2023 Cintas - Mat Service #4164151322, 4162778393 136.97 09/15/2023 653-41990-431990 AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2023 Cintas - First Aid Supplies 53.56 09/15/2023 101-43127-431990 09/06/2023 Cintas - First Aid Supplies 66.76 09/15/2023 101-43120-431990 09/06/2023 Cintas - First Aid Supplies 9.56 09/15/2023 601-49440-431990 09/06/2023 Dominos - Food For Special CC Meeting 60.46 09/15/2023 101-41110-443990 09/06/2023 Fleet Farm - Boots (TB) 135.96 09/15/2023 101-43120-421990 09/06/2023 Fleet Farm - Hi Vis Workwear Pads (3) 179.97 09/15/2023 101-42400-421990 09/06/2023 Holiday - Unleaded Fuel 5.295 gals @ $3.779 20.01 09/15/2023 101-42400-421200 09/06/2023 Holiday - Unleaded Fuel .264 gals @ $3.899 1.62 09/15/2023 701-00000-421200 09/06/2023 Holiday - Car Wash 8.00 09/15/2023 701-00000-421990 09/06/2023 Home Depot - Gorilla Construction Adhesive (4) 39.92 09/15/2023 101-43120-422400 09/06/2023 Home Depot - 4' x 8' Sheathing, Misc Screws - P 60.53 09/15/2023 701-00000-421990 09/06/2023 Martie's Farm - Brush/Stump Killer 1 Qt 22.99 09/15/2023 101-43120-421990 09/06/2023 Microsoft - Email & Teams for MCC Maintenan 40.00 09/15/2023 702-00000-431900 09/06/2023 Microsoft - Email Online Services 216.00 09/15/2023 702-00000-431900 09/06/2023 Microsoft - Email License (AS) 36.00 09/15/2023 702-00000-431900 09/06/2023 Microsoft - Cloud Storage Backups - July 2023 75.75 09/15/2023 702-00000-431900 09/06/2023 MN Equipment - Caps for Zero Turn Lawn Mov 16.44 09/15/2023 101-43120-422100 09/06/2023 MN Dept Labor - Annual Elevator Operating Pei 100.00 09/15/2023 701-00000-443700 09/06/2023 Monti Chamber - August Lunch (JT) 20.00 09/15/2023 213-46301-443990 09/06/2023 Monti Chamber - August Lunch (HF) 20.00 09/15/2023 101-41310-443990 09/06/2023 NeoGov - Job Ad - Liquor Store FT Clerk 125.00 09/15/2023 101-41800-431990 09/06/2023 Quadient Leasing - Postage Machine Lease (6/2`_ 470.46 09/15/2023 101-41310-441500 09/06/2023 Queen Bee's Floral - Flowers for T Perrault Visit 133.10 09/15/2023 101-41310-443990 09/06/2023 Redwing Shoes - Work Boots (MH) 200.00 09/15/2023 101-43120-421990 09/06/2023 Republic - Monthly Shredding Service (CH) 39.31 09/15/2023 101-41310-431990 09/06/2023 Republic - Monthly Shredding Service (DMV) 39.31 09/15/2023 653-41990-431990 09/06/2023 Runnings - Silicone 13.99 09/15/2023 101-43120-421990 09/06/2023 Runnings - Aerator (Sink Repair @ HE), Bug Ki 18.68 09/15/2023 701-00000-421990 09/06/2023 Runnings - Eye Bolt 1.06 09/15/2023 101-43120-421990 09/06/2023 Runnings - Bottled Water (5 -24 pks) 17.45 09/15/2023 101-43120-421990 09/06/2023 Runnings - Misc Fittings: Adaptor, Coupling, - C 46.46 09/15/2023 101-43125-422100 09/06/2023 Runnings - V x 3" Gal Nipple - Elgin Sweeper 5.19 09/15/2023 101-43120-422100 09/06/2023 Runnings - Grass Seed, Cut Off Wheels (8) 40.71 09/15/2023 101-43120-421990 09/06/2023 Up North Painting- Parks Barn: Wash, Prime, Pa 12,700.00 09/15/2023 701-00000-431990 09/06/2023 USPS - Send Out Vacuum Regulator for Repair 13.70 09/15/2023 601-49440-432200 09/06/2023 USPS - IEDC Round Table Mailing 153.00 09/15/2023 213-46301-432200 09/06/2023 Verizon - 6/21/23 - 7/20/23 1,280.33 09/15/2023 702-00000-432100 09/06/2023 Von Hanson's - Employee Picnic Food 1,268.56 09/15/2023 101-41800-443990 09/06/2023 Walmart - Employee Picnic Supplies 179.59 09/15/2023 101-41800-443990 09/06/2023 Walmart - Food & Beverages for Council Meetir 95.87 09/15/2023 101-41110-443990 09/06/2023 WASP - Time Clock Swipe Cards 90.20 09/15/2023 101-41520-421990 09/06/2023 Weebly - MCC Webiste 18.00 09/15/2023 702-00000-421990 09/06/2023 Waste Mgmt - July 2023 149.32 09/15/2023 101-45201-438400 AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2023 Waste Mgmt - July 2023 423.70 09/15/2023 101-43127-438400 09/06/2023 Waste Mgmt - July 2023 28.61 09/15/2023 609-49754-438400 09/06/2023 Waste Mgmt - July 2023 250.27 09/15/2023 226-45126-438400 09/06/2023 Waste Mgmt - July 2023 137.17 09/15/2023 602-49480-438400 09/06/2023 Waste Mgmt - July 2023 14.47 09/15/2023 101-45501-431990 09/06/2023 Waste Mgmt - July 2023 - Recycling 20,588.87 09/15/2023 101-43230-438400 09/06/2023 Waste Mgmt - July 2023 - Garbage 46,466.31 09/15/2023 101-43230-438400 09/06/2023 Waste Mgmt - July 2023 - GFEE 4,564.84 09/15/2023 101-00000-208120 09/06/2023 Cintas - 5 invs -janitorial supplies, mats - MCC 716.99 09/15/2023 609-49754-421990 09/06/2023 Amazon - (1) HP 48A toner cartridge - MCC ma 54.89 09/15/2023 226-45122-421990 09/06/2023 Amazon - (4) 18 pks sow patch kids & swedish 1 62.88 09/15/2023 226-45125-425410 09/06/2023 Amazon - (1) 40 ct variety pack of chips 21.86 09/15/2023 226-45125-425410 09/06/2023 Amazon - (2) variety pks, 60 ct ea, full size cand 15.96 09/15/2023 226-45125-425410 09/06/2023 Amazon - (1) 40 ct variety pack of chips 21.86 09/15/2023 226-45125-425410 09/06/2023 Amazon - (1) small fan, 11", (2) pk of 300 ea eyf 57.41 09/15/2023 101-45201-421990 09/06/2023 Auto Value - oil, oil filters, air filters for #223 91.94 09/15/2023 101-45201-421990 09/06/2023 Auto Value - (1) 13I2032132 lithium battery 4.99 09/15/2023 226-45126-421990 09/06/2023 Fleet Farm - HD tarp, 2.5 G Blue def, (2) antifrei 82.05 09/15/2023 101-42200-421990 09/06/2023 Holiday - Diesel Fuel 21.330 GAL @ $4.399 - E 93.83 09/15/2023 101-42200-421200 09/06/2023 Holiday - Diesel fuel 5G @4.499 - Mower fuel 22.50 09/15/2023 226-45126-421990 09/06/2023 Home Depot - Plumbing supplies for soccer buil 30.26 09/15/2023 701-00000-421990 09/06/2023 Home Depot - (3) 5/16x4" screws, (2) 10x2-1/21 153.17 09/15/2023 101-45201-421990 09/06/2023 Home Depot - (3) 5/16x4" 80.61 09/15/2023 101-45201-421990 09/06/2023 Fleet Farm - Non-oxy fuel 2.132G @ 4.499 - T-] 9.59 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Diesel fuel 15.140G @ 4.299 - Ten( 65.09 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Diesel fuel 16.031G @ 4.299 - Eng 68.92 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Non-oxy fuel 12.406G @ 4.349 - sr 53.95 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Diesel fuel 6.779G @ 4.399 - Tend( 29.82 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Diesel fuel 29.505G @ 4.299 - Eng: 126.84 09/15/2023 101-42200-421200 09/06/2023 Fleet Farm - Non-oxyl fuel 3.6186G @ 4.499 -1 16.28 09/15/2023 101-42200-421200 09/06/2023 Runnings - (2) 1" PVC Plug 6.98 09/15/2023 101-45201-421990 09/06/2023 Speedway - Unleaded fuel 16.024G @ 3.499 - C 56.07 09/15/2023 101-42200-421200 09/06/2023 Von Hanson - (45) Pretzels 78.75 09/15/2023 226-45125-425410 09/06/2023 Fleet Farm - Diesel fuel 25.579G @ 4.299 - Eng 109.96 09/15/2023 101-42200-421200 09/06/2023 General Rental - Towable tree spade, 5/16" ball 1 257.00 09/15/2023 101-45201-441500 09/06/2023 Goodwill - Shoes for climbing wall 7.98 09/15/2023 226-45127-421720 09/06/2023 Hirshfields - (2) Qt aircraft remover, (4) chip bru 57.83 09/15/2023 101-45201-421990 09/06/2023 Holiday - Diesel fuel 5.056G @4.199 - Mower f 21.23 09/15/2023 226-45126-421990 09/06/2023 Home Depot - (4) 501b ea quickcrete blacktop pa 48.84 09/15/2023 404-45202-440910 09/06/2023 Home Depot - (2) 2"x10' PVC40 Pipe 31.56 09/15/2023 101-45201-421990 09/06/2023 Innovative - coffee creamer, legal pads, toilet ph 130.45 09/15/2023 609-49754-421990 09/06/2023 Jimmy Johns - Food for working staff unable to i 86.01 09/15/2023 226-45122-443990 09/06/2023 Martie's Farm - 20 straw bales for house burn 175.00 09/15/2023 101-42200-421990 AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2023 MRPA - Red cross re -cert fee for Lifeguard Instr 42.00 09/15/2023 226-45124-431990 09/06/2023 Monti Chamber - 8/15/23 Chamber Lunch - T Po 20.00 09/15/2023 101-45201-433100 09/06/2023 Napa - (5) V -belts 51.20 09/15/2023 226-45126-421990 09/06/2023 Napa - (2) 1 Gal Hydraulic oil, (1) palladium grc 79.97 09/15/2023 101-45201-421990 09/06/2023 National Gym - Belt for fitness equipment 81.20 09/15/2023 226-45126-421990 09/06/2023 Runnings - Long handle fork 36.99 09/15/2023 101-45201-421990 09/06/2023 Runnings - Outdoor power equipmt, file guide 78.98 09/15/2023 101-45201-421990 09/06/2023 Runnings - Freezer bags, charger cord for ComTr 17.78 09/15/2023 101-42200-421990 09/06/2023 Runnings - (2) seafoam deep creep penetrant 16.96 09/15/2023 226-45126-421990 09/06/2023 Runnings - (3) 2" PVC CMP cplg, (2) 2" PVC S1 70.35 09/15/2023 101-45201-421990 09/06/2023 Safe Food Tmg - Food Safety Manager Training 75.00 09/15/2023 226-45122-433100 09/06/2023 Signman - Frosted vinyl for windows 1,217.50 09/15/2023 226-45122-421990 09/06/2023 Speedway - Unleaded fuel 17.006G @ 3.849 - C 65.46 09/15/2023 101-42200-421200 09/06/2023 Square Space - Yearly subscription renewal 108.00 09/15/2023 101-45204-431990 09/06/2023 Northern Tool - (1) Honda water pump 2220G 449.00 09/15/2023 101-45201-421990 09/06/2023 Walmart - yogurt 7.96 09/15/2023 226-45125-425411 09/06/2023 Walmart - Food for working staff unable to atten 25.44 09/15/2023 226-45122-443990 09/06/2023 Walmart - Shark vacuum 374.74 09/15/2023 609-49754-421990 09/06/2023 WHCEA - September 2023 Security Monitoring 191.14 09/15/2023 701-00000-431900 09/06/2023 WHCEA- General Street Lighting 2,527.46 09/15/2023 101-43160-438100 09/06/2023 WHCEA- Sunset Ponds Lift Station 7/1 - 8/1/20 128.24 09/15/2023 602-49490-438100 09/06/2023 Amazon - (1) Tail light assembly, (1) Electric fro 280.74 09/15/2023 101-42200-422100 09/06/2023 Amazon - Cube storage shelves, wall panels, hoc 237.14 09/15/2023 101-45201-421990 09/06/2023 Amazon - 5' advertising banner 34.95 09/15/2023 101-45204-421990 09/06/2023 Amazon - snacks, nutella pretzels, sour patch, ca 102.35 09/15/2023 226-45125-425410 09/06/2023 Costco - (3) variety pk candy bars, (1) 48 ct pop 95.71 09/15/2023 226-45125-425410 09/06/2023 Amazon - Shipping credit, tail light assy & pwer -6.99 09/15/2023 101-42200-422100 09/06/2023 Amazon - Hockey puck beacon adapter 22.68 09/15/2023 101-42200-421990 09/06/2023 Dish Network - September 2023 service 77.05 09/15/2023 609-49754-432500 09/06/2023 Grant Gopher - Start Pro - August 2023 service 9.00 09/15/2023 101-45201-443300 09/06/2023 Nighthawk Security - Sept 2023 Monthly Securii 49.95 09/15/2023 701-00000-431990 09/06/2023 Amazon - Credit for Zone Perfect Nutrition Bars -33.00 09/15/2023 226-45125-425410 09/06/2023 Home Depot - l Oft ladder for Monti Arts 249.00 09/15/2023 101-45204-421990 09/06/2023 Amazon - 6" gridwall peg hooks, 12 pk 23.29 09/15/2023 101-45201-421990 09/06/2023 Adobe - (1) Adobe Stock PN 65260755 2.00 09/15/2023 101-45204-431990 09/06/2023 Beef O Bradys - River Cleanup Mtg w/Xcel - TF 35.29 09/15/2023 101-45201-443990 09/06/2023 City of Monticello - Monti Arts building sign pei 50.00 09/15/2023 101-45204-421990 09/06/2023 Amazon - Door guards for child care 48.64 09/15/2023 226-45126-421990 09/06/2023 Global Industrial - (6) Zorn Aqua Sense Faucets 2,234.69 09/15/2023 701-00000-440100 09/06/2023 48 HR Print - Let's Chalk Sponsor Banner 153.73 09/15/2023 101-41310-444220 09/06/2023 4 Imprint - Hats, Fans, Swag Back Packs - Artist 980.67 09/15/2023 101-41310-444220 09/06/2023 The Business Journal - Annual Subscription (JT 110.00 09/15/2023 213-46301-443300 09/06/2023 Cintas - #4162096316, 4162778527, 416343469: 407.15 09/15/2023 226-45126-431990 AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2023 Cub - Ice, Water (6 24 pks) 34.74 09/15/2023 101-43120-421990 09/06/2023 Grainger - Fire Hose Adapter 33.83 09/15/2023 601-49440-422701 09/06/2023 Runnings - Work Boots (BR) (1/2) 97.48 09/15/2023 601-49440-421990 09/06/2023 Runnings - Work Boots (BR) (1/2) 97.47 09/15/2023 602-49490-421990 09/06/2023 Runnings - Telescoping Magnetic P/U Tool 9.99 09/15/2023 601-49440-422701 09/06/2023 Runnings - Torch Trigger Start Mapp Pro Kit 59.99 09/15/2023 101-43127-421990 09/06/2023 Safe Guard Security - Monthly Security Monitor 44.95 09/15/2023 701-00000-431990 09/06/2023 USA Bluebook - 3/8" Peristaltic Pump, Small Re 806.86 09/15/2023 601-49440-421990 09/06/2023 USPS - Mailing 5.70 09/15/2023 101-43127-421990 09/06/2023 USPS - Package 11.80 09/15/2023 601-49440-432200 09/06/2023 AST - (4) Sm lifeguard T's, (8) Med lifeguard T': 162.00 09/15/2023 226-45124-421990 09/06/2023 US Bank - Quarterly Rebate -6,764.85 09/15/2023 101-00000-362970 Check Total: 110,360.68 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 7 00013766280 Vanco Gateway Exchange - August (1/2) 60.99 09/15/2023 601-49440-443980 00013766280 Vanco Gateway Exchange - August (1/2) 60.98 09/15/2023 602-49490-443980 Check Total: 121.97 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 8 September 2023 Liq Store CC Fees (WF -0990) 8,996.96 09/15/2023 609-49754-443980 September 2023 WF account interest earnings 0.00 09/15/2023 101-00000-362110 September 2023 UB CC Fees (AmEx -8910) 126.95 09/15/2023 601-49440-443980 September 2023 CH CC Fees (WF -0999) 327.87 09/15/2023 101-41520-443980 September 2023 MCC CC Fees (iAccess FM -1476) 86.59 09/15/2023 226-45127-431992 September 2023 UB CC Fees (AmEx -8910) 126.94 09/15/2023 602-49490-443980 September 2023 WF account bank charges 1,401.35 09/15/2023 101-41520-443980 September 2023 MCC CC Fees (Daxco- 2887) 1,701.19 09/15/2023 226-45122-443980 September 2023 UB CC Fees (Bluefin - 7022) 2,009.98 09/15/2023 601-49440-443980 September 2023 UB CC Fees (Bluefin - 7022) 2,009.97 09/15/2023 602-49490-443980 September 2023 Global Payments - CivicRec 193.98 09/15/2023 101-45201-443980 September 2023 Brain Tree CC Fees (Bldg) 0.00 09/15/2023 101-42400-443980 September 2023 Authorize.Net CC Fees (Bldg) 306.68 09/15/2023 101-42400-443980 September 2023 MCC CC Fees (Clover- Fmrs Mkt) 32.16 09/15/2023 226-45127-431992 Check Total: 17,320.62 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 203,985.83 Total of Number of Checks: The preceding list of bills payable was reviewed and approved for payment. Date: 9/25/23 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (09/15/2023 - 1:12 PM) Page 9 Accounts Payable CITY' OF Computer Check Proof List by Vendor • � User: Julie.Cheney Moii6e ffo Printed: 09/20/2023 - 3:29PM Batch: 00203.09.2023 - 203.09.2023 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 62344 UB Sept Invoices (3892) Print, Fold, Stuff, Enve 777.25 09/26/2023 601-49440-431800 62344 UB Sept Invoices (3892) Print, Fold, Stuff, Enve 777.25 09/26/2023 602-49490-431800 62344 Sept City Announcements (3 900) 1,052.76 09/26/2023 101-41310-443990 Check Total: 2,607.26 Vendor: 1036 APEC AQUISITIONS INC Check Sequence: 2 ACH Enabled: True 125227 Masterlink blue filters - (12) 12x12 84.39 09/26/2023 701-00000-421990 125334 Masterlink blue filters - 8-20x32, 8-16xl23ML 438.79 09/26/2023 701-00000-421990 Check Total: 523.18 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 3 ACH Enabled: False 3625868 Resale - Beer 183.10 09/26/2023 609-49750-425200 3626778 Resale - Beer 60.00 09/26/2023 609-49750-425200 3627267 Resale - Beer 175.80 09/26/2023 609-49750-425200 3627268 Resale - Beer 149.25 09/26/2023 609-49750-425200 Check Total: 568.15 Vendor: 4502 ARVIG Check Sequence: 4 ACH Enabled: True 337678 Aug 2023 - FNM Expenses - Border States, Cali. 17,543.51 09/26/2023 656-49877-422990 9/8/2023 IT Services - Sept 2023 73.00 09/26/2023 702-00000-431900 Check Total: 17,616.51 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 5 ACH Enabled: True 2424549 Diesel Fuel (500.30 gals) @ $3.468 1,877.63 09/26/2023 101-43120-421200 2424553 Unleaded Fuel (500.30 gals) @ $3.372 1,555.06 09/26/2023 101-43120-421200 Check Total: 3,432.69 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 6 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 200677600 Resale - Liquor 440.00 09/26/2023 609-49750-425100 200677600 Freight 1.65 09/26/2023 609-49750-433300 200718200 Freight 159.75 09/26/2023 609-49750-433300 200718200 Resale - Wine 64.00 09/26/2023 609-49750-425300 200718200 Resale- Liquor 13,404.21 09/26/2023 609-49750-425100 200806600 Resale - Liquor 10,182.25 09/26/2023 609-49750-425100 200806600 Freight 108.90 09/26/2023 609-49750-433300 Check Total: 24,360.76 Vendor: 1067 BERNICK'S Check Sequence: 7 ACH Enabled: False 10123827 Resale - NA beer 168.80 09/26/2023 609-49750-425400 10123827 Resale - Beer 2,176.70 09/26/2023 609-49750-425200 10123828 Resale - Beer credit -14.00 09/26/2023 609-49750-425200 10126859 Resale - Beer 1,290.70 09/26/2023 609-49750-425200 10126860 Resale - Beer credit -73.08 09/26/2023 609-49750-425200 10126861 Resale - Aquafma, pop, gatorade, propel, juice, t 611.36 09/26/2023 226-45125-425410 Check Total: 4,160.48 Vendor: 4846 BIG LAKE REFRIGERATION, A/C & HEATD Check Sequence: 8 ACH Enabled: False 3408 Traulsen Two Door Freezer - Diagnosed Bad Co: 232.00 09/26/2023 701-00000-440100 Check Total: 232.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 9 ACH Enabled: True 0319933 23C003 - Monti Parks Arts Rec Comp 5,581.00 09/26/2023 101-45201-431990 Check Total: 5,581.00 Vendor: 1079 BOYER TRUCKS - LAUDERDALE Check Sequence: 10 ACH Enabled: True 003P48906 Core Brake Shoes (2), Brake Shoe & Lining Kit 221.52 09/26/2023 101-43120-422100 Check Total: 221.52 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 11 ACH Enabled: False 111959920 Resale- Wine 64.00 09/26/2023 609-49750-425300 111959920 Resale- Liquor 8,518.51 09/26/2023 609-49750-425100 111959920 Resale - Sweet & sour mix 30.11 09/26/2023 609-49750-425400 111959920 Freight 104.23 09/26/2023 609-49750-433300 112053243 Freight 27.09 09/26/2023 609-49750-433300 112053243 Resale- Liquor 1,561.72 09/26/2023 609-49750-425100 112053243 Resale- Wine 148.00 09/26/2023 609-49750-425300 112053243 Resale -Spicy bloody mary mix 30.11 09/26/2023 609-49750-425400 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 112154636 Resale - Liquor 3,296.93 09/26/2023 609-49750-425100 112154636 Resale- Wine 264.00 09/26/2023 609-49750-425300 112154636 Freight 33.00 09/26/2023 609-49750-433300 411380473 Resale - Wine credit -151.64 09/26/2023 609-49750-425300 411380473 Freight -0.83 09/26/2023 609-49750-433300 Check Total: 13,925.23 Vendor: 5717 BUCHHOLZ CONSTRUCTION Check Sequence: 12 ACH Enabled: False 9/15/2023 Refund Meter Payment - Moved to Smaller Mete 538.61 09/26/2023 601-00000-371800 9/15/2023 Refund Meter Payment - Moved to Smaller Mete 39.72 09/26/2023 601-00000-208100 Check Total: 578.33 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 13 ACH Enabled: True 18180017 Resale - Beer credit -15.30 09/26/2023 609-49750-425200 2882338 Resale - Beer credit -58.61 09/26/2023 609-49750-425200 2882489 Resale - Orange and cranberry juice 104.00 09/26/2023 609-49750-425500 2882489 Resale - NA beer, lemon sour, llime tonic 140.10 09/26/2023 609-49750-425400 2882489 Resale - Beer 14,726.90 09/26/2023 609-49750-425200 2882489 Resale - Liquor 368.40 09/26/2023 609-49750-425100 2884973 Resale - Beer credit -1,054.40 09/26/2023 609-49750-425200 2885103 Resale - Beer 13,409.43 09/26/2023 609-49750-425200 2885103 Resale - Liquor 4,158.00 09/26/2023 609-49750-425100 2885103 Resale - NA Beer, club soda, lemon sour, lime & 367.40 09/26/2023 609-49750-425400 2887930 Resale - Beer 11,939.41 09/26/2023 609-49750-425200 2887930 Resale - Bloody mary mix, club soda, lemon sou 159.36 09/26/2023 609-49750-425400 2887930 Resale - Cranberry and orange juice 53.89 09/26/2023 609-49750-425500 2887930 Resale- Liquor 161.49 09/26/2023 609-49750-425100 2888134 Resale - Beer credit -130.56 09/26/2023 609-49750-425200 Check Total: 44,329.51 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 14 ACH Enabled: True 256814 Monthly tank rental 76.00 09/26/2023 226-45124-441500 Check Total: 76.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 15 ACH Enabled: True 1967875 (84) Kandiyohi Water for Fire Dept 411.60 09/26/2023 101-42200-421990 1994127 Resale - Beer 43,569.21 09/26/2023 609-49750-425200 1994127 Resale - Rootbeer 119.40 09/26/2023 609-49750-425400 1994127 Resale- Liquor 111.40 09/26/2023 609-49750-425100 1996318 Resale - Beer 678.20 09/26/2023 609-49750-425200 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 1996587 Resale - Beer 765.60 09/26/2023 609-49750-425200 1997730 Resale - Liquor 111.40 09/26/2023 609-49750-425100 1997730 Resale - NA Beer 365.90 09/26/2023 609-49750-425400 1997730 Resale - Beer 1,114.35 09/26/2023 609-49750-425400 1999068 Resale - Rootbeer 83.40 09/26/2023 609-49750-425400 1999068 Resale - Beer 37,444.42 09/26/2023 609-49750-425200 2000623 Resale - Beer credit -970.94 09/26/2023 609-49750-425200 2003284 Resale - Beer 1,641.80 09/26/2023 609-49750-425200 2003284 Resale - NA Beer 60.00 09/26/2023 609-49750-425400 Check Total: 85,505.74 Vendor: 4475 DAKOTA SUPPLY GROUP Check Sequence: 16 ACH Enabled: True S103060133.001 (6) Drain strainer, (6) PVC trap 96.56 09/26/2023 701-00000-440100 Check Total: 96.56 Vendor: 6272 DANGEROUS MAN BREWING COOMPANY Check Sequence: 17 ACH Enabled: True IN -1017 Resale - Beer 118.00 09/26/2023 609-49750-425200 IN -1067 Resale - Beer 208.00 09/26/2023 609-49750-425200 IN -1136 Resale - Beer 152.00 09/26/2023 609-49750-425200 Check Total: 478.00 Vendor: 6196 DELTA MODULAR CONSTRUCTION LLC Check Sequence: 18 ACH Enabled: False DMC -2023028 FiberNet Installation - Monticello Townhomes 24,753.59 09/26/2023 656-00000-165010 Check Total: 24,753.59 Vendor: 5588 DESIGN TREE ENGINEERING INC Check Sequence: 19 ACH Enabled: True 23532 19C003 CONSTR - SCADA System Improveme 1,278.75 09/26/2023 601-00000-165010 23532 19C003 CONSTR - SCADA System Improveme 1,278.75 09/26/2023 602-00000-165010 Check Total: 2,557.50 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 20 ACH Enabled: True 1771508 Resale - NA Beer 45.25 09/26/2023 609-49750-425400 1771508 Resale - Beer 2,156.25 09/26/2023 609-49750-425200 Check Total: 2,201.50 Vendor: 6051 ADAM DUSZYNSKI Check Sequence: 21 ACH Enabled: True 09/08/23 reimburse - Lifeguard Ting Certificate - 3rd & 41 100.00 09/26/2023 226-45124-433100 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 5 Check Total: 100.00 Vendor: 6052 GIANNA DUSZYNSKI Check Sequence: 22 ACH Enabled: True 09/08/2023 reimburse - Lifeguard Ting Certificate - 3rd & 41 100.00 09/26/2023 226-45124-433100 Check Total: 100.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 23 ACH Enabled: True 963876 Ordinance #808A Ad# 1338796 149.50 09/26/2023 101-41310-435100 963877 Ordinance #809A Ad# 1338801 168.00 09/26/2023 101-41310-435100 965450 APG7 - Hi Way Liquors Reveal Roy Ad# 13422 250.00 09/26/2023 609-49754-434990 Check Total: 567.50 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 24 ACH Enabled: True 09/15/23 Farmers Market Token Collection Log - 09/07 & 299.00 09/26/2023 226-45127-431992 Check Total: 299.00 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 25 ACH Enabled: False WL005845 LF 1 T10 MTR P/C R900i USG (2) 983.88 09/26/2023 601-49440-422701 Check Total: 983.88 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 26 ACH Enabled: True 9/8/2023 Sept 2023 - Phone - City Hall 763.87 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - MCC 536.03 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - Ballfields 19.36 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - DMV 275.20 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - Hi Way Liquor 357.17 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - Fire Hall 401.58 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - PW 1,288.59 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - Parks 111.90 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Phone - Prairie Center 12.82 09/26/2023 702-00000-432100 9/8/2023 Sept 2023 - Internet - City Hall 248.90 09/26/2023 702-00000-432300 9/8/2023 Sept 2023 - Internet - MCC 10.00 09/26/2023 702-00000-432300 9/8/2023 Sept 2023 - Internet - DMV 89.90 09/26/2023 702-00000-432300 9/8/2023 Sept 2023 - Intemet - Hi Way Liquor 45.95 09/26/2023 702-00000-432300 9/8/2023 Sept 2023 - Internet - Fire Hall 170.90 09/26/2023 702-00000-432300 9/8/2023 Sept 2023 - Internet - Animal Shelter 33.95 09/26/2023 702-00000-432300 9/8/2023 Sept 2023 - Internet - PW 53.95 09/26/2023 702-00000-432300 9/8/2023 Sept 2023 - Cable - Fire Hall 127.85 09/26/2023 101-42200-431990 9/8/2023 Sept 2023 - Cable - MCC 202.85 09/26/2023 226-45127-432500 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 9/8/2023 Sept 2023 - Data Hosting 500.00 09/26/2023 702-00000-431900 9/8/2023 Sept 2023 - Service Contract 250.00 09/26/2023 702-00000-431900 9/8/2023 Sept 2023 - Phone & Internet - Monti Arts 149.59 09/26/2023 101-45204-431990 Check Total: 5,650.36 Vendor: 1187 FORCE AMERICA INC Check Sequence: 27 ACH Enabled: False 001-1760206 Harness 5100 EX Chassis Side, DLA Add On 493.36 09/26/2023 101-43125-422100 001-1761465 Cable Splitter 180.55 09/26/2023 101-43125-422100 Check Total: 673.91 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 28 ACH Enabled: True 09/15/23 Farmers Market Token Collection Log - 9/7/2023 34.00 09/26/2023 226-45127-431992 Check Total: 34.00 Vendor: 6770 GHS TENT RENTAL Check Sequence: 29 ACH Enabled: False 1027 20x40 tent for Let's Chalk 722.60 09/26/2023 101-41310-444220 Check Total: 722.60 Vendor: 6771 KRISTEN GORDON Check Sequence: 30 ACH Enabled: True 08/30/23 reimburse - Lifeguard Ting Certificate - 1st, 2nd, 150.00 09/26/2023 226-45124-433100 Check Total: 150.00 Vendor: 1205 GRAINGER INC Check Sequence: 31 ACH Enabled: False 9834604929 Polyethylene Tubing (3) 106.38 09/26/2023 701-00000-421990 Check Total: 106.38 Vendor: 4972 GUSTAFSON SIGN MAN INC Check Sequence: 32 ACH Enabled: False 4222 Lettering - etched vinyl installed on glass 800.00 09/26/2023 226-45122-421990 Check Total: 800.00 Vendor: 6281 HARRIS -BILLINGS CO INC Check Sequence: 33 ACH Enabled: False 1023623 Toilet Partitions - MCC Locker Rooms 3,784.00 09/26/2023 701-00000-440100 Check Total: 3,784.00 Vendor: 1223 HAWKINS INC Check Sequence: 34 ACH Enabled: True 6574832 Aluminum Sulfate Liquid - WWTP 6,929.78 09/26/2023 602-49480-421990 6578014 Pool Chemicals 971.26 09/26/2023 226-45124-421600 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 6578802 Chlorine Cylinders (5) 50.00 09/26/2023 601-49440-421600 Check Total: 7,951.04 Vendor: 6298 CODY HEINS Check Sequence: 35 ACH Enabled: False 9/19/2023 Remove & Replace Stucco Pillars in Pool Area ( 3,500.00 09/26/2023 226-45124-458010 Check Total: 3,500.00 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 36 ACH Enabled: False INV53956 (1) 50 LB pail rust -b -gone 443.22 09/26/2023 226-45124-421600 Check Total: 443.22 Vendor: 6288 INDUSTRIAL MAINTENANCE SUPPLIES Check Sequence: 37 ACH Enabled: False 57221C (1) mounting clip, (2) clamp, (1) base, (1) heat sl 344.98 09/26/2023 101-45201-422990 Check Total: 344.98 Vendor: 1253 J H LARSON COMPANY Check Sequence: 38 ACH Enabled: False 5103013930.001 (60) 32 W 48" fluorescent lamps 146.32 09/26/2023 701-00000-421990 Check Total: 146.32 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 39 ACH Enabled: True 5336 Burial - 8/17/23 - Tarbox 550.00 09/26/2023 215-49010-431150 Check Total: 550.00 Vendor: 2852 JEFFREY JOHNSON Check Sequence: 40 ACH Enabled: True 14576 (525) Press n stick calendars 463.23 09/26/2023 609-49754-434990 Check Total: 463.23 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 41 ACH Enabled: False 2374467 Freight 53.32 09/26/2023 609-49750-433300 2374467 Resale - Liquor 2,142.50 09/26/2023 609-49750-425100 2374468 Resale - Margarita mix 140.00 09/26/2023 609-49750-425400 2374468 Freight 6.88 09/26/2023 609-49750-433300 2375284 Resale- Liquor 328.92 09/26/2023 609-49750-425100 2375284 Freight 3.44 09/26/2023 609-49750-433300 2375285 Resale- Wine 440.64 09/26/2023 609-49750-425300 2375285 Freight 12.04 09/26/2023 609-49750-433300 2376547 Resale - Liquor 3,151.50 09/26/2023 609-49750-425100 2376547 Freight 61.92 09/26/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 2376548 Freight 53.32 09/26/2023 609-49750-433300 2376548 Resale - Wine 1,952.90 09/26/2023 609-49750-425300 2376548 Resale - Simple syrup, lime sour, bloody mary n 187.90 09/26/2023 609-49750-425400 2378719 Freight 43.58 09/26/2023 609-49750-433300 2378719 Resale - Liquor 5,205.79 09/26/2023 609-49750-425100 2378720 Resale - NA Liquor, gingerbeer 80.80 09/26/2023 609-49750-425400 2378720 Resale - wine 1,047.74 09/26/2023 609-49750-425300 2378720 Freight 29.81 09/26/2023 609-49750-433300 2378721 Resale- Beer 108.00 09/26/2023 609-49750-425200 2380388 Freight 85.96 09/26/2023 609-49750-433300 2380388 Resale - Liquor 5,379.42 09/26/2023 609-49750-425100 2380389 Resale - Bloody mary mix, margarita mix, lemor 120.00 09/26/2023 609-49750-425400 2380389 Resale - Wine 2,236.68 09/26/2023 609-49750-425300 2380389 Freight 62.78 09/26/2023 609-49750-433300 2381152 Freight 6.88 09/26/2023 609-49750-433300 2381152 Resale- Liquor 472.50 09/26/2023 609-49750-425100 2381153 Resale- Wine 595.00 09/26/2023 609-49750-425300 2381153 Freight 15.48 09/26/2023 609-49750-433300 2383626 Freight 18.92 09/26/2023 609-49750-433300 2383626 Resale- Liquor 969.32 09/26/2023 609-49750-425100 Check Total: 25,013.94 Vendor: 5214 JOHNSON FITNESS & WELLNESS Check Sequence: 42 ACH Enabled: False 22-041429 (1) Matrix XULT Trap bar - 56' 400LB 265.00 09/26/2023 226-45127-421720 22-041430 (1) Matrix Perf Premium LED Climbmill, 3 spee 7,490.51 09/26/2023 226-45127-458010 Check Total: 7,755.51 Vendor: 5444 JULIA KAROS Check Sequence: 43 ACH Enabled: True 5009 Oct 2023 - Cleaning Fire/Law Enforcement 560.00 09/26/2023 701-00000-431100 Check Total: 560.00 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 44 ACH Enabled: False MN190-00101 General EDA- July 2023 421.50 09/26/2023 213-46301-430400 MN325-00031 Conveyance Fred's Auto - July 2023 649.00 09/26/2023 213-46301-430400 MN325-00040 Business Facade Grant Program - July 2023 861.00 09/26/2023 213-46301-430400 Check Total: 1,931.50 Vendor: 6286 JOHN PAUL KERNS Check Sequence: 45 ACH Enabled: False 92823 Performance at Monticello Farmers Market - 9/2 200.00 09/26/2023 226-45127-431991 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 9 Check Total: 200.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 46 ACH Enabled: True 212618 Resale - NA Wine 88.00 09/26/2023 609-49750-425400 212618 Resale- Wine 1,777.50 09/26/2023 609-49750-425300 212618 Freight 27.00 09/26/2023 609-49750-433300 212933 Freight -1.50 09/26/2023 609-49750-433300 212933 Resale - Liquor credit -336.00 09/26/2023 609-49750-425100 213227 Resale - Liquor 336.00 09/26/2023 609-49750-425100 213227 Resale - Wine 414.00 09/26/2023 609-49750-425300 213227 Freight 10.00 09/26/2023 609-49750-433300 Check Total: 2,315.00 Vendor: 3829 STEVE LANGANKI Check Sequence: 47 ACH Enabled: True 1948 Porta Toilet Rental (7/11 - 8/7/23) 1,703.25 09/26/2023 101-45201-431901 1949 Porta Toilet Rental (8/8 - 9/4/23) 1,615.00 09/26/2023 101-45201-431901 Check Total: 3,318.25 Vendor: 3933 CHARLES LONG Check Sequence: 48 ACH Enabled: False 09/15/23 Farmers Market Token Collection Log - 9/7 & 9i 269.00 09/26/2023 226-45127-431992 Check Total: 269.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 49 ACH Enabled: True 368914 Resale - Pop, bottle coolers, posi-pours, cork scr 270.16 09/26/2023 609-49750-425400 368914 Resale - cigarettes, cigars, chewing tobacco 1,670.54 09/26/2023 609-49750-425500 Check Total: 1,940.70 Vendor: 6053 JOSH MILLER Check Sequence: 50 ACH Enabled: True 09/08/23 reimburse - Lifeguard Ting Certificate - 3rd & 41 100.00 09/26/2023 226-45124-433100 Check Total: 100.00 Vendor: 1349 MN DEPT OF TRANSPORTATION Check Sequence: 51 ACH Enabled: False P00017614 22C007 - Elm Street Improvements/Pinewood S] 376.66 09/26/2023 400-43300-459026 P00017614 22C003 - School Blvd SRTS 654.73 09/26/2023 400-43300-459024 Check Total: 1,031.39 Vendor: 1358 MN RECREATION AND PARK ASSOCIATIO] Check Sequence: 52 ACH Enabled: False 9/19/2023 Park Maint Annual Conference Registration (SI, 200.00 09/26/2023 101-45201-433100 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 10 Check Total: 200.00 Vendor: 1364 MOBILE HEALTH SERVICES LLC Check Sequence: 53 ACH Enabled: True 43938 (1) SCBA med exam, (1) Quant fit test, (1) Offic 130.00 09/26/2023 101-42200-431990 Check Total: 130.00 Vendor: 1370 MONTICELLO DEPUTY REG #002 Check Sequence: 54 ACH Enabled: False 9/18/2023 License & Registration 2024 Volvo Plow VIN# ( 9,252.74 09/26/2023 703-00000-165010 9/18/2023 License & Registration 2024 Volvo Plow VIN# ( 9,252.74 09/26/2023 703-00000-165010 Check Total: 18,505.48 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 55 ACH Enabled: True Sept 2023 Monthly Allocation - Sept 2023 5,416.67 09/26/2023 101-45175-444310 Check Total: 5,416.67 Vendor: 5160 MOTOROLA SOLUTIONS, INC. Check Sequence: 56 ACH Enabled: False 8281701198 (1) charger for radio, IT# NNTN8860A 225.00 09/26/2023 101-42200-424100 Check Total: 225.00 Vendor: 3462 MSA PROFESSIONAL SERVICES INC Check Sequence: 57 ACH Enabled: True R13731006.0-3 MN Housing Study Update (8/6/23 - 9/9/23) 3,960.00 09/26/2023 213-46301-431990 Check Total: 3,960.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 58 ACH Enabled: False 210794 Resale - Liquor 306.00 09/26/2023 609-49750-425100 210794 Freight 9.00 09/26/2023 609-49750-433300 210795 Resale - Wine 648.00 09/26/2023 609-49750-425300 210795 Freight 9.00 09/26/2023 609-49750-433300 Check Total: 972.00 Vendor: 6301 NOVEL SOLAR FIVE LLC Check Sequence: 59 ACH Enabled: True INV007803 Solar Rebate Program - Xcel June 2023 - Locatic 329.85 09/26/2023 101-41310-443992 INV007991 Solar Rebate Program - Xcel May 2023 - Locatic 348.86 09/26/2023 101-41310-443992 Check Total: 678.71 Vendor: 6300 NOVEL SOLAR ONE LLC Check Sequence: 60 ACH Enabled: True INV007804 Solar Rebate Program - Xcel June 2023 - Locatic 7,454.36 09/26/2023 101-41310-443992 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference INV007992 Solar Rebate Program - Xcel May 2023 - Locati( 7,891.33 09/26/2023 101-41310-443992 Check Total: 15,345.69 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 61 ACH Enabled: True INV007802 Solar Rebate Program - Xcel June 2023 45,039.37 09/26/2023 101-41310-443992 INV007990 Solar Rebate Program - Xcel May 2023 46,972.94 09/26/2023 101-41310-443992 Check Total: 92,012.31 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 62 ACH Enabled: True ESA000431-1 2024 Volvo Model VHD64F300 VIN#647211 - 133,829.00 09/26/2023 703-00000-165010 ESA000431-1 2024 Volvo Model VHD64F300 VIN#647212 - 133,829.00 09/26/2023 703-00000-165010 SIM -326 2024 Volvo Equip VIN#647211 - PW Plow Tru( 8,741.00 09/26/2023 703-00000-165010 SIM -327 2024 Volvo Equip VIN#647212 - PW Plow Tru( 8,741.00 09/26/2023 703-00000-165010 Check Total: 285,140.00 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 63 ACH Enabled: True Sept 2nd Semi Monthly Contract Payment 1,622.25 09/26/2023 101-42700-431200 Check Total: 1,622.25 Vendor: 5393 OERTEL ARCHITECTS Check Sequence: 64 ACH Enabled: True 23-01.4 23C002 - Public Works Facility Project Mgmt 48,208.62 09/26/2023 401-43300-453010 Check Total: 48,208.62 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 65 ACH Enabled: True 64114 Retrofit 3 Lamp Fixtures in Paint Booth 1,338.25 09/26/2023 701-00000-440100 Check Total: 1,338.25 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 66 ACH Enabled: False 17385 AC Fines Mix (5) 450.00 09/26/2023 101-43120-422400 17405 AC Fines Mix (5.03) 452.70 09/26/2023 101-43120-422400 17421 AC Fines Mix (10) 900.00 09/26/2023 101-43120-422400 17441 AC Fines Mix (8.01) 720.90 09/26/2023 101-43120-422400 Check Total: 2,523.60 Vendor: 5407 OMANN CONTRACTING COMPANIES, INC. Check Sequence: 67 ACH Enabled: False 9/15/2023 Refund Water Use Permit - Dep $2,000 - $198.1 2,000.00 09/26/2023 601-00000-220111 9/15/2023 Refund Water Use Permit - Dep $2,000 - $198.1 -184.50 09/26/2023 601-49440-371120 9/15/2023 Refund Water Use Permit - Dep $2,000 - $198.1. -13.61 09/26/2023 601-00000-208100 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 1,801.89 Vendor: 4345 OPG -3 INC Check Sequence: 68 7114 Install Laserfiche @ Kim's Work Station 205.00 09/26/2023 702-00000-431990 Check Total: 205.00 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 69 0003563751 Cylinder Tank Rentals LG (4), Med (2) - Shop 51.57 09/26/2023 101-43127-421990 0003564170 Cylinder Tank Rentals LG (1), MED (2) - Parks 51.02 09/26/2023 101-45201-421990 0008661201 Welding Supplies: Shields, Nozzles, Shield Caps 662.54 09/26/2023 101-43127-421990 Check Total: 765.13 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 70 507942 Resale - Wine credit -15.88 09/26/2023 609-49750-425300 507943 Resale - Liquor credit -54.48 09/26/2023 609-49750-425100 507943 Freight -0.50 09/26/2023 609-49750-433300 6651400 Freight 17.20 09/26/2023 609-49750-433300 6651400 Resale- Wine 775.25 09/26/2023 609-49750-425300 6652955 Freight 30.67 09/26/2023 609-49750-433300 6652955 Resale - Liquor 2,369.22 09/26/2023 609-49750-425100 6652956 Resale - Margarita mix 88.00 09/26/2023 609-49750-425400 6652956 Resale - Wine 877.41 09/26/2023 609-49750-425300 6652956 Freight 25.80 09/26/2023 609-49750-433300 6654703 Resale - Liquor 1,252.60 09/26/2023 609-49750-425100 6654703 Freight 18.92 09/26/2023 609-49750-433300 6654704 Freight 10.32 09/26/2023 609-49750-433300 6654704 Resale- Wine 253.85 09/26/2023 609-49750-425300 6655982 Freight 55.05 09/26/2023 609-49750-433300 6655982 Resale - Liquor 2,170.00 09/26/2023 609-49750-425100 6656602 Resale - Liquor 1,657.35 09/26/2023 609-49750-425100 6656602 Freight 21.07 09/26/2023 609-49750-433300 6656603 Resale - Bloody mary mix, 34.00 09/26/2023 609-49750-425400 6656603 Resale - wine 1,287.90 09/26/2023 609-49750-425300 6656603 Freight 43.00 09/26/2023 609-49750-433300 6658621 Freight 13.76 09/26/2023 609-49750-433300 6658621 Resale- Liquor 975.00 09/26/2023 609-49750-425100 6851399 Resale - Liquor 1,312.27 09/26/2023 609-49750-425100 6851399 Freight 11.46 09/26/2023 609-49750-433300 Check Total: 13,229.24 ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3574 PREFERRED TITLE INC Check Sequence: 71 ACH Enabled: False 9/18/2023 Ernest Money for PA 216 Pine St (Wolff) 5,000.00 09/26/2023 213-00000-157010 Check Total: 5,000.00 Vendor: 1453 RECREATION SUPPLY COMPANY Check Sequence: 72 ACH Enabled: False 515791 120W Lamp Bulb Amalgam (2), Power Supply I 1,048.56 09/26/2023 701-00000-421990 Check Total: 1,048.56 Vendor: 1455 RED'S MARATHON Check Sequence: 73 ACH Enabled: False 7/27/2023 Tire Repair 25.00 09/26/2023 101-43120-422100 7/31/2023 Tire Repair & Battery 85.00 09/26/2023 101-43120-422100 Check Total: 110.00 Vendor: 5759 RES GREAT LAKES, LLC Check Sequence: 74 ACH Enabled: False IN40030 Parwest - Turf conversion - Herbicide, rake, sm 682.00 09/26/2023 101-45201-431990 Check Total: 682.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 75 ACH Enabled: True A45197 Install Privacy Indicator Family Locker Room C 342.50 09/26/2023 701-00000-440100 Check Total: 342.50 Vendor: 5585 SBRK FINANCE HOLDINGS INC Check Sequence: 76 ACH Enabled: True INV -006783 Cirrus Cloud Migration 15,750.00 09/26/2023 702-00000-431990 Check Total: 15,750.00 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 77 ACH Enabled: False 09/15/23 Farmers Market Token Collection Log - 9/7 & 9i 188.00 09/26/2023 226-45127-431992 Check Total: 188.00 Vendor: 4148 SHERWIN WILLIAMS CO. #3442 Check Sequence: 78 ACH Enabled: False 1877-5 Paint - Pool 174.90 09/26/2023 701-00000-421990 7074-1 Paint - Pool 250.00 09/26/2023 701-00000-421990 8648-6 Paint - Pool 47.36 09/26/2023 701-00000-421990 Check Total: 472.26 Vendor: 6772 ROY SMALLEY Check Sequence: 79 ACH Enabled: False 09/12/23 Liquor Store Appearance - 9/30/2023 1,500.00 09/26/2023 609-49754-425550 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 14 Check Total: 1,500.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. Check Sequence: 80 ACH Enabled: False 2387812 Resale - Liquor 1,776.18 09/26/2023 609-49750-425100 2387812 Freight 15.64 09/26/2023 609-49750-433300 2387813 Freight 11.67 09/26/2023 609-49750-433300 2387813 Resale- wine 732.49 09/26/2023 609-49750-425300 2390368 Resale - Liquor 1,798.73 09/26/2023 609-49750-425100 2390368 Freight 17.03 09/26/2023 609-49750-433300 2390369 Freight 9.80 09/26/2023 609-49750-433300 2390369 Resale - Wine 596.00 09/26/2023 609-49750-425300 Check Total: 4,957.54 Vendor: 5989 SP3,LLC Check Sequence: 81 ACH Enabled: True W-202533 Resale - Beer 385.70 09/26/2023 609-49750-425200 W-204182 Resale - Beer 425.00 09/26/2023 609-49750-425200 Check Total: 810.70 Vendor: 4513 AARON STAEHNKE Check Sequence: 82 ACH Enabled: True 09/15/23 Farmers Market Token Collection Log - 9/7/202: 70.00 09/26/2023 226-45127-431992 Check Total: 70.00 Vendor: 6299 STATE OF MN - OFFICE ADMIN HEARING Check Sequence: 83 ACH Enabled: False 9/20/2023 Filing Fee Annexation Resolution 139.94 09/26/2023 101-41310-431990 Check Total: 139.94 Vendor: 6159 TAMARACK LAND DEVELOPMENT LLC Check Sequence: 84 ACH Enabled: False 9/11/2023 23D007 - Grading Escrow Refund LOC Rec'd 87,570.00 09/26/2023 101-00000-220110 Check Total: 87,570.00 Vendor: 1518 TDS TELECOM Check Sequence: 85 ACH Enabled: True 763-295-0078 TDS - Fire 233.62 09/26/2023 702-00000-432100 763-295-2005 TDS - PW 20.11 09/26/2023 702-00000-432100 Check Total: 253.73 Vendor: 6022 YIA THAO Check Sequence: 86 ACH Enabled: False 09/15/23 Farmers Market Token Collection Log - 09/14/2: 78.00 09/26/2023 226-45127-431992 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 15 Check Total: 78.00 Vendor: 4459 JAMES THARES Check Sequence: 87 ACH Enabled: True 9/13/2023 Mileage Reimbursement - (98 Miles) 64.19 09/26/2023 213-46301-433100 Check Total: 64.19 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 88 ACH Enabled: True 71907426 GR 8 Nylon Insert Locknut (6), Alloy NC Cap S 251.28 09/26/2023 101-43127-421990 Check Total: 251.28 Vendor: 1537 UHL COMPANY INC Check Sequence: 89 ACH Enabled: True 51261 MCC Boiler Venting Repair 8,885.00 09/26/2023 701-00000-440100 Check Total: 8,885.00 Vendor: 3783 ULINE Check Sequence: 90 ACH Enabled: False 167454036 (1) CT Trash bags, (1) PK paper towels, (1) CT c 271.88 09/26/2023 609-49754-421990 Check Total: 271.88 Vendor: 6088 UP -NORTH PAINTING LLC Check Sequence: 91 ACH Enabled: False 56786 MCC - Paint Flag Structure 300.00 09/26/2023 101-45201-440100 Check Total: 300.00 Vendor: 1544 US POSTAL SERVICE Check Sequence: 92 ACH Enabled: False 9/15/2023 PI 42 - UB Deliq Billing (446 pcs) (1/2) 140.49 09/26/2023 601-49440-432200 9/15/2023 PI 42 - UB Deliq Billing (446 pcs) (1/2) 140.49 09/26/2023 602-49490-432200 9/8/2023 PI 42 - UB Sept Billing (3892 pcs) (1/2) 1,056.68 09/26/2023 601-49440-432200 9/8/2023 PI 42 - UB Sept Billing (3892 pcs) (1/2) 1,056.68 09/26/2023 602-49490-432200 Check Total: 2,394.34 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 93 ACH Enabled: True 3265178 Resale - Pop, monster 308.30 09/26/2023 609-49750-425400 Check Total: 308.30 Vendor: 1684 VINOCOPIA Check Sequence: 94 ACH Enabled: True 0335940 -IN Resale - Wine 376.00 09/26/2023 609-49750-425300 0335940 -IN Resale - Liquor 134.25 09/26/2023 609-49750-425100 0335940 -IN Freight 10.00 09/26/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 0335941 -IN Resale - Wine 136.00 09/26/2023 609-49750-425300 0336306 -IN Resale - Wine 504.00 09/26/2023 609-49750-425300 0336306 -IN Freight 10.00 09/26/2023 609-49750-433300 Check Total: 1,170.25 Vendor: 5295 WATKINS VETERINARY CLINIC PA Check Sequence: 95 ACH Enabled: False 55936 Euthenasia w/Mass Cremation (1) 206.00 09/26/2023 101-42700-431990 Check Total: 206.00 Vendor: 4766 SUSAN WESTLEY Check Sequence: 96 ACH Enabled: False Qtr 3 2023 Qtr 3 2023 - Monti Arts Director 11,349.00 09/26/2023 101-45204-431990 Check Total: 11,349.00 Vendor: 1572 THE WINE COMPANY Check Sequence: 97 ACH Enabled: True 245808 Resale - Wine 916.00 09/26/2023 609-49750-425300 245808 Freight 21.00 09/26/2023 609-49750-433300 Check Total: 937.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 98 ACH Enabled: False 7441986 Resale - Wine 745.10 09/26/2023 609-49750-425300 7441986 Freight 10.32 09/26/2023 609-49750-433300 Check Total: 755.42 Vendor: 1574 DEREK WIPPER Check Sequence: 99 ACH Enabled: True 09/06/23 Boot reimbursement 156.97 09/26/2023 101-45201-421990 Check Total: 156.97 Vendor: 6056 PAULINA WITSCHEN Check Sequence: 100 ACH Enabled: True 09/08/23 reimbursement - Lifeguard Tmg Certificate - 3rd 125.00 09/26/2023 226-45124-433100 Check Total: 125.00 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 101 ACH Enabled: False 9/18/2023 TIF 1-22 Excess Tax Increment Returned to Con 180,209.00 09/26/2023 213-46522-443989 Check Total: 180,209.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 102 ACH Enabled: True 200009622 Court Fines & Fees - Aug 2023 4,801.31 09/26/2023 101-42100-430410 AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference 200009640 Sept 2023 - Deputies Contract Check Total: Vendor: 6253 YMCA OF THE NORTH 9/4/2023 Payment split for Bertram/Camp Manitou pool u Check Total: Total for Check Run: Total of Number of Checks: 159,403.13 09/26/2023 101-42100-430500 164,204.44 Check Sequence: 103 1,259.70 09/26/2023 226-45127-347900 1,259.70 1,289,712.06 103 The preceding list of bills payable was reviewed and approved for payment. Date: 9/25/23 Approved by: Mayor Lloyd Hilgart ACH Enabled: False AP -Computer Check Proof List by Vendor (09/20/2023 - 3:29 PM) Page 17 City Council Agenda: 9/25/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 9/25/2023 ❑ 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 TERMINATING EMPLOYEES Name Reason Deepak Batheja Voluntary New Hire and Terms City Council 2023: 9/20/2023 Class Department Effective Date Class Liquor 9/17/23 FT City Council Agenda: 9/25/2023 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 9/25/2023 2D. Consideration of adopting Resolution 2023-80 accepting a donation of a drone (value of $3,000) from Bill Fair Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-80 accepting donation of a drone (value of $3,000) from Bill Fair. REFERENCE AND BACKGROUND The City Council is being asked to accept a donation of a drone from Bill Fair. The drone has a value of $3,000. 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. I. Budget Impact: N/A II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend adopting Resolution 2023-80 accepting the donation. SUPPORTING DATA • Resolution 2023-80 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-80 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 Bill Fair Drone $3,000 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 25th day of September, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 9/25/2023 2E. Consideration of approving a Special Event Permit for outdoor entertainment and use of City resources on Saturday, October 7, 2023. Applicant: Nordic BrewPub Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Parks Superintendent, Street City Administrator Superintendent ACTION REQUESTED Motion to approve the special event permit and use of City resources for Nordic BrewPub on Saturday, October 7, 2023. REFERENCE AND BACKGROUND The City Council is asked to approve an event permit for Nordic BrewPub; the request includes outdoor entertainment on October 7, 2023 and takes place from 2 — 10 p.m. The event is planned to take place in the Nordic's back patio area and parking lot. The event includes outdoor music planned from 2 —10 p.m. The area will be fenced off for purposes of their on-site liquor license. The applicant is requesting the following from the City: 20 tables, 8 garbage cans, cones with lath, 6 barricades and snow fencing. This will be coordinated with City staff. Budget Impact: None. II. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare the report. Parks & Recreation to deliver and pick up the requested tables/garbage containers, and other items. III. Comprehensive Plan Impact: N/A. STAFF RECOMMENDED ACTION Staff recommend approval of the Special Event Permit and requested City resources. The applicant is required to notify residential properties within 350 feet of the location regarding the event. SUPPORTING DATA A. Application B. Aerial Image t y f7 t n Monticello CITY OF MONTICELLO City Clerk 505 Walnut Street, Suite 1 Special Event Permit Monticello, MN 55362 Application Checklist (763) 295-2711 iuto(iLci.monticello.inn.us Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. PROPERTY INFORMATION Property Address S730 ce t-/ S Zi Property Legal Description Property ID Number PROPERTY OWNER It4FORMATION Owner Name Z A Owner Address Z.1 i 4, , M Al' Owner Phone _ 76 3 - 656— 33 70 Owner Email Af-4L- �✓�+ .Goy► APPLICANT INFORMATION Applicant Name Applicant Address Applicant Phone Applicant Email Name of Event Gh GZ� Location/Address of Event Dates & Times of Event 1 10/2/1!2Z►- M Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; S. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Any event proposing to erect a temporary tent structure is required to obtain a permit from the Monticello Department of Building and Safety and Code Enforcement. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee: $50 $25 —for non-profit/charitable organization Special Event Review Process • The City Clerk will review all applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Special Event Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. • The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. • The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Special Event Permit, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. 3 Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. Property Owner's Statement am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) (Date) CITY APPROVAL (City Clerk Signature) (Date) (Community Development or Building Dept Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department (Tents) Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 4 MONTIPALOOZA EVENT OCTOBER 7, 2023 2-10P.M. REQUEST TO CITY OF M0NTICELLO 0 20 Tables • 8 garbage cans • Cones with Lath • 6 barricades • Snow Fencing 155500114201 155029001040 45501.9 . =� a 1 50290010411 - 455029001031 15502900,1020 155029001 010,: - 1'55029002040 459O050 City Council Agenda: 9/25/2023 2F. Consideration of setting a special meeting on Friday, December 22, 2023 at 7:30 a.m. for approval of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A ACTION REQUESTED Motion to call for a special meeting on Friday, December 22, 2023 at 7:30 a.m. for approval of bills. REFERENCE AND BACKGROUND Minnesota Statute 471.425, subd. 2(a) requires municipalities which hold council meetings at least once per month to pay claims within 35 days of receipt. Due to the holidays in late December, the City Council does not hold a second regular meeting. The absence of a second meeting could lead to bills paid late, so staff recommends Council meet for a special meeting in the second half of December to approve payment of the bills. Budget Impact: None. The city will avoid late fees and/or penalties by holding a special meeting to approve bills. II. Staff Impact: None. Staff will prepare the bill register as they would for a regular Council meeting. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends calling for a special meeting on Friday, December 22, 2023 at 7:30 a.m. for approval of bills. SUPPORTING DATA • None City Council Agenda: 9/25/2023 2G. Consideration of adopting Resolution 2023-81 accepting donations from various businesses for Monticello Let's Chalk event Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-81 accepting donations in the amount of $49,300 for Monticello Let's Chalk. REFERENCE AND BACKGROUND The City Council is asked to accept the following donations for the Monticello Let's Chalk event that was held on September 9 & 101 2023: • AST Sports Discounted Shirts • Bolton & Menk $3000 • Buchholz $3000 • Cargill $5000 • EMR (Northern Metals) $2500 • FiberNet/Arvig $1000 • H Brothers $2300 • Ingredient Transport 9Sherburne Bank) $1500 • Liberty Bank $2500 • Monticello EDA $5000 • North Star Bank $2000 • Riverwood Bank $1000 • ServPro $1000 • Shaw Trucking $2500 • Sherwin Williams $2500 • Steel's Collision $1000 • Tareem Dermatology $1000 • Washburn $2500 • West Metro $2500 • Willows Landing $5000 • Xcel Energy $2500 City Council Agenda: 9/25/2023 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 were used as noted. Staff Workload Impact: N/A. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2023-81 accepting the donations. SUPPORTING DATA • Resolution 2023-81 CITY OF MONTICELLO RESOLUTION NO. 2023-81 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 AST Sports Monticello Let's Chalk— Discounted t -shirts Bolton & Menk Monticello Let's Chalk $3,000 Buchholz Monticello Let's Chalk $3,000 Cargill Monticello Let's Chalk $5,000 EMR (Northern Metals) Monticello Let's Chalk $2,500 FiberNet/Arvig Monticello Let's Chalk $1,000 H Brothers Monticello Let's Chalk $2,300 Ingredient Transport (Sherburne Bank) Monticello Let's Chalk $1,500 Liberty Bank Monticello Let's Chalk $2,500 Monticello EDA Monticello Let's Chalk $5,000 North Star Bank Monticello Let's Chalk $2,000 Riverwood Bank Monticello Let's Chalk $1,000 ServPro Monticello Let's Chalk $1,000 Shaw Trucking Monticello Let's Chalk $2,500 Sherwin Williams Monticello Let's Chalk $2,500 Steel's Collision Monticello Let's Chalk $1,000 Tareem Dermatology Monticello Let's Chalk $1,000 Washburn Monticello Let's Chalk $2,500 West Metro Monticello Let's Chalk $2,500 Willows Landing Monticello Let's Chalk $5,000 Xcel Energy Monticello Let's Chalk $2,500 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 25th day of September, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 9/25/2023 2H. Consideration of setting the Truth -In -Taxation Public Hearing for December 11, 2023 Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to establish the Truth -In -Taxation Public Hearing on December 11, 2023. REFERENCE AND BACKGROUND Cities with a population over 500 are required by state statute to hold a public hearing at which the proposed budget and levy are discussed. The meeting must be held after November 24, before December 28, and after 6:00 p.m. The public must be allowed to speak at the public hearing. Based on these requirements, staff recommends holding the public hearing at the regular City Council meeting on December 11, 2023. After the public hearing, the City Council will need to adopt the final 2024 property tax levy and 2024 budget. Council must set the TNT meeting prior to October 1. If not, the county auditor will set a date within the same range of days allowed by law for cities. If the City fails to certify a preliminary levy by September 30, the county auditor will use the prior year's final levy for property tax notices. The county auditor shall mail TNT notices to be delivered between November 10 and November 24 Budget Impact: None. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends establishing December 11, 2023 for the Truth -In -Taxation Public Hearing. SUPPORTING DATA • None City Council Agenda: 9/25/2023 21. Consideration of setting the 2023 pension benefit level at $5,300 per service year for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator /_LO 1101 i:1.410111*71LAR: Motion to approve setting the 2023 pension benefit level at $5,300 per service year for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members. REFERENCE AND BACKGROUND The Monticello Volunteer Firefighters Relief Association (FRA) is requesting a $200 increase to $5,300 per year in the benefit level used in retirement calculations. Benefit level changes are typically only brought forward to the city council for approval when the FRA's investments are performing strongly and indicate a future excess surplus of funds. Only two benefit level changes have been requested in the last five years: in 2018 when the benefit level was increased by $300 from $3,900 to $4,200 per year and in 2021 when the benefit level was increased by $900 from $4,200 to $5,100 per year. Benefit Per Year of Service $6,000 $5,000 $4,000 $3,000 $2,000 $1,000 $0 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 The FRA receives funding from the state of Minnesota by way of an insurance surcharge paid in homeowners insurance policies and an additional amount of state aid. The City does not voluntarily contribute to the FRA pension fund. However, approval from the City's governing body is needed before an increase in benefits can take effect. City Council Agenda: 9/25/2023 FRA Funding $160,000 $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 $0 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 ■ FRA Ins Surcharge ■ FRA State Aid While the December 31, 2022 FRA results showed a net pension liability, the current interest rate environment has strengthened investment returns, and the FRA pension fund has a healthy balance. The FRA is required to file an annual Schedule Form for Lump -Sum Pension Plans (Form SC), and the accompanying excerpt from the 2023 Form projects a $363,956 Net Pension Asset (surplus of assets over liabilities) at December 31, 2023 using the existing $5,100 benefit level. Net Pension Asset (Liability) $500 $400 — $300 $200 $100 ii $0 t N ro m N M a N 1p r` T O .ti N r ($100) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N ($200) N N N N N N N N N N N N N N ($300) ($400) ($500) ($600) ($700) Fully vested members, those with 20 or more years of fire department service, would be paid $5,300 for each year of service upon retirement from the department. Partially vested members would be paid a portion of the $5,300 as determined by years of service. The earliest fully or partially vested members can receive their benefit is age 50, regardless of when they retire. I. Budget Impact: No impact on the city's budget. II. Staff Impact: None. III. Comprehensive Plan Impact: N/A City Council Agenda: 9/25/2023 STAFF RECOMMENDED ACTION City staff recommends approval of setting the 2023 pension benefit level at $5,300 per service year for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members. SUPPORTING DATA A. Excerpt from Form SC -23 for Lump Sum Pension Plans, Reporting Year 2023 B. Statement of Fiduciary Net Position, Fiduciary Fund — Special Penson Trust Fund as of December 31, 2022 C. Statement of Changes in Fiduciary Net Position, Fiduciary Fund — Special Penson Trust Fund for the Year Ended December 31, 2022 Monticello Fire Relief Association 2023 Schedule Form for Lump -Sum Pension Plans (Form SC -23) Financial Projections Calculation of Normal Cost Total Active Mamber Liabilities Total Deferred Member Liabilities Total Unpaid Installments Grand Total Special Fund Liability A Normal Cost (Cell B - Cell A) 2023 2024 933,231 1,059,930 131,394 137,964 0 0 1,064,625 B. 1,197,894 C. 133,269 Projection of Net Assets for Year Ending December 31, 2023 Special Fund Assets at December 31, 2022 (FIRE -22 ending assets) Projected Income for 2023 Fire State Aid Supplemental State Aid (actual 2022 supplemental state aid) Municipal / Independent Fire Dept. Contributions Interest / Dividends Appreciation / (Depreciation) Member Dues Other Revenues Total Projected Income for 2023 (Add Lines D through J) Projected Expenses for 2023 Service Pensions Member Names: Donald Anderson 103,000 John Bauer 103,000 Other Benefits Administrative Expenses Total Projected Expenses for 2023 (Add Lines K through M) Projected Net Assets at December 31, 2023 (Line 1 + Line 2 - Line 3) Projection of Surplus or (Deficit) as of December 31, 2023 Projected Assets (Line 4) 2023 Accrued Liability (Page 4, cell A) Surplus or (Deficit) (Line 5 - Line 6) Confirmation Id: 4a39c16c-9fOf-4936-9519-608906ab931c Form SC -23 Minnesota Office of the State Auditor D. 125,890 E. 24,548 F. 0 G. 30,000 H. 31,350 I. 0 J. 2,000 K. 206,000 L. 0 M. 6,356 1. 1,42 7,149 2. 213,788 3. 212,356 4. 1,428,581 5. 1,428,581 6. 1,064,625 7. 363,956 Type: Lump Sum 5 Monticello Fire Relief Association 2023 Schedule Form for Lump -Sum Pension Plans (Form SC -23) Calculation of Required Contribution Deficit Information - Original I Deficit Information - Adjusted Year Incurred 2014 Original Amount 0 Amount Retired as of 12/31/2022 0 Original Amount Amount Retired as of 12/31/2023 0 0 2015 0 0 0 0 2016 0 0 0 0 2017 0 0 0 0 2018 0 0 0 0 2019 0 0 0 0 2020 0 0 0 0 2021 0 0 0 0 2022 0 0 0 0 2023 0 0 Totals 1 0 01 0 0 Normal Cost 2022 Administrative Expense (FIRE -22) 2022 2023 Projected Administrative Expense 2023 Amortization of Deficit (Total of Original Amount X 0.10) 10% of Surplus Fire and Supplemental Aid Member Dues 5% of Projected Assets at December 31st, 2023 Required Contribution Confirmation Id: 4a39c16c-9fOf-4936-9519-608906ab931c Form SC -23 Minnesota Office of the State Auditor Amount Left to Retire 1/1/2024 0 0 0 0 0 0 0 0 0 0 0 8. 133,269 9. 6,141 6,356 10. 0 11. 36,396 12. 150,438 13. 0 14. 71,429 15. 0 Type: Lump Sum 6 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF FIDUCIARY NET POSITION FIDUCIARY FUND - SPECIAL PENSION TRUST FUND DECEMBER 31, 2022 ASSETS Cash and Cash Equivalents $ 943 Investments, At Fair Value: Mutual Funds 1,409,785 Brokered Money Markets 13,421 Total Investments, at fair value 1,423,206 Accounts Receivable 3,000 Total Assets $ 1,427,149 NET POSITION RESTRICTED FOR PENSIONS $ 1,427,149 Total Liabilities and Net Position The notes to the financial statements are an integral part of this statement. 7 $ 1,427,149 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF CHANGES IN FIDUCIARY NET POSITION FIDUCIARY FUND - SPECIAL PENSION TRUST FUND FOR THE YEAR ENDED DECEMBER 31, 2022 ADDITIONS Contributions State of Minnesota $ 121,633 Supplemental Aid 24,548 Supplemental Benefit Reimbursement 3,000 Total Contributions 149,181 Investment Income (Loss) Interest and Dividends 32,682 Capital Gains 6,203 Net Appreciation (Depreciation) in Fair Value of Investments (255,822) Total Investment Income (216,937) Less: Direct Investment Expense 12,044 Net Investment Income (Loss) (228,981) Total Additions (Loss) (79,800) DEDUCTIONS Benefits and Related Taxes 199,527 Audit/Accounting Fees 4,240 Salaries 905 Insurance 996 Total Deductions 205,668 NET INCREASE (DECREASE) IN NET POSITION (285,468) NET POSITION - BEGINNING OF YEAR 1,712,617 NET POSITION - END OF YEAR S 1,427,149 The notes to the financial statements are an integral part of this statement. 8 City Council Agenda: 09/25/2023 2J. Consideration to adopt Resolution No. 2023-85 approving the Preliminary and Final Plat and Development Contract for Great River 2nd Addition. Applicant: Briggs Companies Prepared by: Meeting Date: ® Consent Agenda Item Grittman Consulting, Community 9/25/23 ❑ Regular Agenda Item Development Director Reviewed by: Approved by: Finance Director; Public Works City Administrator Director/City Engineer ACTION REQUESTED Planning Commission recommends approval of the preliminary plat of the Great River 2"d Addition. Motion to adopt Resolution No. 2023-85 approving the Preliminary and Final Plat for Great River 2nd Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z, and to approve the Development Contract for Great River 2nd Addition, authorizing the Mayor and City Administrator to execute said Contract, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to more fully execute the intention of the City Council with respect to the proposed project. REFERENCE AND BACKGROUND Property: Legal Description: Outlot B, Great River Addition PID #: 155-226-000020 Planning Case Number: 2023-022 Request(s): Preliminary and Final Plat — Great River 2nd Addition The applicant also submitted requests for Development Stage PUD and Rezoning from B-3 to Planned Unit Development to accommodate a multi -family residential project on Lot 1, Block 1 of the proposed plat. Action on the PUD requests was tabled by the Planning Commission on September 5, 2023 for further clarification and review. The preliminary plat request was recommended for approval by the Planning Commission as the proposed plat meets the City Council Agenda: 09/25/2023 requirements of the Subdivision Ordinance and is a developable lot under the current B-3 zoning. As such, only the plat requests are the subject of Council decision at this time. The PUD requests will move forward to Council following Planning Commission recommendation. 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 Commercial Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North East: South West: Attached Residential and Pond Vacant Commercial 1-94 Single -Family and Commercial Project Description: The applicant seeks plat approval for subdivision of a 6 -acre parcel from the larger outlot land area. The applicant also submitted requests for rezoning to a PUD District, and Development Stage PUD consideration for the project design and details. The PUD requests were tabled by the Planning Commission at their regular meeting in September and will be the subject of a future Council consideration. ANALYSIS The proposed plat subdivides a parcel located on the farthest west 6 acres of the 20 -acre site owned by Riverwood Bank, between the north side of 1-94 and 7t" Street. The project parcel to be platted would have frontage on both 7t" Street and Elm Street, as well as its exposure to I- 94. The current property is an undivided 20 -acre outlot, guided for mixed uses, and currently zoned B-3, Highway Business District. In conjunction with the plat request, the applicant has proposed a PUD for a multi -family residential project to be developed in two phases. To accomplish the proposed development, the applicant must plat the subject parcel, obtain approval of an amendment to the zoning ordinance creating a PUD District (as well as rezoning of the parcel to that new district), and City Council Agenda: 09/25/2023 further obtain PUD project approvals. As noted above, given Planning Commission's action to table the PUD requests, only the plat is moving forward at this time for Council decision. Pending approval of the plat, the applicant intends to acquire Lot 1, Block 1. Preliminary Plat. The subject property is currently a 20 -acre parcel platted as Outlot B of the Great River Addition. The proposed plat creates one buildable parcel (Lot 1, Block 1), and reserves the remaining 14+ acres as an outlot (Outlot A) with both properties replatted as the Great River 2nd Addition. The development parcel, Lot 1, consists of the westerly 6.0 acres at the southeast corner of 7t" and Elm Streets. Lot Requirements: As a B-3 zoned property, the subject property is required to have at least 100 feet of street frontage, with no specified minimum lot area. The parcel has approximately 500 feet of frontage on both streets. The parcel exceeds the standards of the B-3 District for street frontage and lot area. For reference, there are no specific parcel dimension standards if the parcel is rezoned to PUD, and instead the property dimensions are required to be responsive to the development plans of the PUD. Utilities, Grading, Drainage & Stormwater: The City Engineer's office has provided a separate comment letter relating to plat easements for drainage, utilities and street right of way (including accommodation for pathway and sidewalk requirements). The platted lot is served with water and sanitary sewer services, which were stubbed to the property with the 7th Street extension. A portion of the site's stormwater requirements are met via the adjacent stormwater pond, although on-site infiltration per the current City standards will be required at site development. The City Engineer's letter also addresses specific requirements related to both the plat and the proposed development. Comments address the need for additional clarification on the civil plans, including more detailed information on grading, drainage, and stormwater management. Should the PUD not move forward or change in scope, only those comments related directly to the plat are applicable. Access & Circulation: The development site plan illustrates site access at two points, one along 7t" Street and one along Elm Street. City Council Agenda: 09/25/2023 The installation of 6' concrete sidewalks along both the 7th Street and Elm Street frontages are required right of way improvements for the plat. As required right of way improvements, these sidewalks are not eligible for park dedication credit. Plat Approval: The applicant wishes to proceed with the plat even if the PUD plans for Development Stage are not yet ready for approval. The plat can be processed as proposed, even without the PUD requirements as it greatly exceeds the B-3 requirements and could be developed under the B-3 zoning in the event the PUD was not to proceed. The conditions recommended for approval include a requirement that the City Engineer's office is able to confirm that no additional right of way would be necessary for transportation needs, including pathways and/or sidewalk. In addition, the City would reserve the ability to require park dedication as a part of the PUD approvals, since it would be at that stage that a residential project would trigger park requirements. Park Dedication. As noted above, park dedication is a requirement of subdivision for residential plats and by extension residential PUDs. The Community Development Director and Park & Recreation Director recommend cash -in -lieu of land dedication for this project. This recommendation is based on the City's goals for park and recreation in this area of the community and the proximity of the site to existing park facilities, including the Monticello Community Center. The pathway connections required by the plat will support connectivity to these facilities. Development Contract. The Subdivision Ordinance requires the developer to execute a development contract which details the terms and conditions of the plat approval given by the Council. The development contract will be executed by the owner of Lot 1, Block 1, with Riverwood Bank as the owner of the outlot, signing the consent. The construction of sidewalks along the 7t" Street and Elm Street frontages are the only public improvements associated with the proposed plat. The contract prepared for Council review requires all improvements in compliance with approved engineering standards and applicable regulations and provides for the supervision and inspection of the construction by the City Engineer. The contract also outlines the required plat fees and securities in connection to the required public improvements. The plat is subject to an existing Assessment and Development Agreement, which was executed and assigned with the westerly extension of 7t" Street along the Great River plat. The Assessment and Development Agreement remains in force and full effect. The assessments City Council Agenda: 09/25/2023 attributable to Lot 1, Block 1 per Assessment and Development Agreement are identified in amount, term and interest rate in the Great River 2nd Addition contract. Trunk charges are applicable for Lot 1, Block 1 and are provided in the contract. The amounts were set under the Assessment and Development Agreement. The developer is required to pay these charges at the time of final plat, with the building permit, or may elect to have these charges assessed with interest per the contract. Fee owner consent to the development contract is required as the underlying property owner of the proposed plat area, Riverwood Bank, will retain ownership of the proposed Outlot B. Budget Impact: The applicant has provided a fee and escrow deposit which covers the expenses associated with the application review. The Development Contract provides for the required fees and escrows associated with plat development. II. Staff Workload Impact: Staff time for plat review and Development Contract preparation is estimated at 12-15 hours. III. Comprehensive Plan Impact: The plat itself is consistent with the 2040 Plan land use guidance as Commercial -Residential Flex. Lot 1, Block 1 can accommodate either commercial or residential land use development, and the remaining outlot is subject to later review in accordance with the 2040 Plan. PARC REVIEW AND RECOMMENDATION The PARC met on September 21, 2023 to review the plat, which pending approval of the PUD, will include residential development. Following the recommendation of the Community Development Director and Park & Recreation Director, the PARC recommends cash -in -lieu of land dedication for the plat. The cash dedication amount is included in the development agreement and finance plan for the proposed plat given the proposed residential PUD. The park dedication requirements are applicable only to residential plat development. Should the lot remain commercial, the park dedication would be reimbursed to the developer. PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed the applicant's requests for preliminary plat, development stage PUD and rezoning to PUD during their regular meeting on September 5, 2023, holding a public hearing on the requests. No public was present to address the Planning Commission on the requests. The Commission closed the public hearing for the requests. In their discussion, the Commission expressed support overall for the multi -family project and residential use on the 6 -acre lot, and specifically for the amenities proposed by the applicant's plans. However, the Commission concurred with staff's recommendation that more detail was needed to further support the development stage PUD. City Council Agenda: 09/25/2023 Following discussion, the Commission recommended approval of the preliminary plat, citing that the proposed plat meets ordinance requirements, subject to the noted conditions and that the proposed lot could be developed under the current zoning. The Commission tabled action on the Development Stage PUD and rezoning to PUD for further information as outlined in the Commission staff report of September 5, 2023. STAFF RECOMMENDED ACTION Staff recommends approval of the preliminary and final plat and companion development contract. Due to timing constraints of the applicant and property owner, it is possible to proceed with approval of the Great River 2nd Addition plat, even though the details of the PUD would not be final until a subsequent date, as the plat meets the ordinance standards for subdivision. With plat approval, the zoning of Lot 1, Block 1 remains B-3 until the PUD consideration and decision is resolved. SUPPORTING DATA A. Resolution 2023-85, Preliminary & Final Plat, Development Contract B. Resolution PC -2023-25, Preliminary Plat C. Aerial Image D. Applicant Narrative E. Preliminary Plat F. Draft Final Plat G. Civil Plans, dated August 16, 2023, including: a. Removals and Tree Preservation b. Site Plan c. Grading Plan d. Utility Plan e. Stormwater Management Plan f. Erosion Control Plan g. SWPPP Narrative H. Tree Inventory I. MN DOT Preliminary Plat Comment Email, dated August 16, 2023 J. City Engineer's Letter, dated August 25, 2023 K. Civil Plans with Engineering Comments L. Excerpt, Monticello 2040 M. Development Contract — Great River 2nd Addition N. Finance Plan — Great River 2nd Addition Z. Conditions of Approval — Preliminary Plat City Council Agenda: 09/25/2023 EXHIBIT Z Conditions of Approval Briggs Monticello Suites Great River 2"d Addition 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. 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. 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. 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 7t" Street and Elm Street will accommodate the installation of pedestrian path and/or sidewalk facilities by the development as required right-of-way improvements. 5. Comments and recommendations of the City Engineer in the letter dated August 31St 2023, as well as comments provided on the civils plans. 6. Comments and recommendations of other staff and the Planning Commission following the public hearing. 7. Revision of the final plat document to accurately describe property by ownership within the plat at the time of filing. Added condition since the time of Planning Commission review per City Attorney. 8. Execution of a development agreement governing the plat in accordance with the standard requirements and the additional recommendations noted in this report, including execution by ownership parties as recommended by the City Attorney. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-85 APPROVAL OF A PRELIMINARY AND FINAL PLAT AND DEVELOPMENT CONTRACT FOR GREAT RIVER 2"d ADDITION, A DEVELOPMENT PARCEL AND OUTLOT: PID: 155-226-000020 WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in a PUD District, known as the Monticello Suites 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 Monticello 2040 Vision + Plan and 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 Preliminary Plat would create parcels which are consistent with both the current zoning of B-3, Highway Business and with the proposed zoning of PUD, Monticello Suites PUD District; 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 has recommended approval of the preliminary plat of Great River 2nd Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the Final Plat approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-85 1. The proposed plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by accommodating proposed buildings and uses which are consistent with the goals and objectives of the Monticello Comprehensive Plan. 3. The proposed plat creates a parcel that may be utilized for either multi -family development as proposed, or for commercial uses if the residential project does not proceed. 4. The improvements resulting from the plat approval 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. 5. The improvements on the site facilitate appropriate development of the subject property, and are consistent with the objectives of the City's Comprehensive Plan. 6. The plat is consistent with the requirements of both existing and proposed zoning requirements for such parcels, and reserves the remainder of the property for commercial development, consistent with the Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Preliminary and Final Plat of Great River 2nd Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 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. 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. 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. 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 7t" Street and Elm Street will accommodate the installation of pedestrian path and/or sidewalk facilities by the development as required right-of-way improvements. 5. Comments and recommendations of the City Engineer in the letter dated August 3111, 2023, as well as comments provided on the civils plans. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-85 6. Comments and recommendations of other staff and the Planning Commission following the public hearing. 7. Revision of the final plat document to accurately describe property by ownership within the plat at the time of filing. 8. Execution of a development agreement governing the plat in accordance with the standard requirements and the additional recommendations noted in this report, including execution by ownership parties as recommended by the City Attorney. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract for Great River 2nd Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 25th day of September 2023, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL IN Lloyd Hilgart, Mayor 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-25 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR GREAT RIVER 2nd ADDITION, A DEVELOPMENT PARCEL AND OUTLOT: PID: 155-226-000020 WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in a PUD District, known as the Monticello Suites 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 Monticello 2040 Vision + Plan and 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 Preliminary Plat would create parcels which are consistent with both the current zoning of B-3, Highway Business and with the proposed zoning of PUD, Monticello Suites PUD District; 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 proposed plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by accommodating proposed buildings and uses which are consistent with the goals and objectives of the Monticello Comprehensive Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-25 3. The proposed plat creates a parcel that may be utilized for either multi -family development as proposed, or for commercial uses if the residential project does not proceed. 4. The improvements resulting from the plat approval 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. 5. The improvements on the site facilitate appropriate development of the subject property, and are consistent with the objectives of the City's Comprehensive Plan. 6. The plat is consistent with the requirements of both existing and proposed zoning requirements for such parcels, and reserves the remainder of the property for commercial development, consistent with the Comprehensive Plan. 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 Great River 211 Addition preliminary plat, subject to the conditions listed in Exhibit Z of the staff report as follows: 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. 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. 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. 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 7t" Street and Elm Street will accommodate the installation of pedestrian path and/or sidewalk facilities by the development as required right-of-way improvements. 5. Comments and recommendations of the City Engineer in the letter dated August 31St, 2023, as well as comments provided on the civils plans. 6. Comments and recommendations of other staff and the Planning Commission following the public hearing. 7. Execution of a development agreement governing the plat in accordance with the standard requirements and the additional recommendations noted in this report. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-25 ADOPTED this 5t" day of September, 2023, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: oe= " Andrew Tappeo4rice Chair ATTEST: Angela Schum 6n, @ommunity Development Director 1 Monticello Residential Suites Concept 1 Narrative 8-3-23 It is our goal is to provide a new 67 units, four story apartment project in two phases. The Exterior fagade would include a combination of Horizontal & Vertical 5" EDCO Steel siding Powder Coated Aluminum balconies throughout. All Trims including Garage doors, soffit, facia, to include Aluminum Wrap Accents. 148 + covered parking stalls in various options. Tuck Under/Dettached & Underground with EV charging Stations 30 of the 148 Detached Oversized Garages with a mix of cold and heated space. Including a garage door mix of 9x10/10x10/1Oxl2/12xl2 /12x14. Garages will be a mix of 24/48 ft in depth & 10/12/14/24/26 ft wide. 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 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 todays hectic demands are some of the reasons for the need of this project in Monticello. Proximity to highway 94, businesses that are local who can service and maintain unsecured personal property for this cliental is why this location is a viable option. 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 Oversized 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 rooftop patio 12. Indoor Parking. Attached & Detached 13. Oversized cold & heated Detached garages. 14. Business Flex Office 15. Yoga/Relaxation room 16. Youth development room 17. Movie Theater 18. Package room 19. Pet Spa 20. High Speed Internet Patrick Briggs Proposed Plat Description: Ou tlo t B, GREAT RIVER ADDITION, Wright County, Minnesota Survey Notes: I. 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 the receipt of title documentation. 2. An official wetland delineation was not requested or performed. J. Subject property is not part of the shoreland district or within a flood plain district as mapped by FEMA. 4. Contours were created using RTK GPS methods. 5. Utilities shown per Gopher State One Call Ticket No. 23/772581. Not all utilities may have been located. Locations shall be verified. 6. There may be question whether the street vacation described in Doc. No. 1237796 included the West Half of Minnesota Street. Preliminary Plat of X 0 100 SCALE: I" = 100' ProjectBM: h Eley.• 944.53/ I" 1 %-00.-i!iTF /P%2/lN /0 'W 4606 S GREAT RIVER SECOND ADDITION Storm Sewer STMH l - Rim E/ev.=942.66 STMH 2 - Rim E/ev.=943.62 W Inv.=934.20 E In v. = 934.20 S Inv.=939.47 STMH 3 - Rim E/ev.=946.34 W Inv.=935.52 E Inv.=935.52 S Inv =Not acquired STMH 4 - Rim E/ev.=949.05 W Inv.=937.73 E Inv.=937.73 S Inv =Not acquired STMH 5 - Rim E/ev.=950.39 W Inv.=938.82 E Inv.=938.82 S Inv =Not acquired STMH 6 - Rim E/ev.=95/.35 W Inv.=94/.03 E Inv.=94/.03 S Inv =Not acquired STMH 7 - Rim E/ev.=952.22 STMH 8 - Rim E/ev.=95/.00 S TMH 9 - Rim E/e v. = 945.16 W Inv.=937.33 E Inv.=937.33 SE Inv. = 939.76 STMH l0 - Rim E/ev.=944.69 Storm Sewer CB l - Fl Elev.=945.34 NE 1nv.=94/.5/ CB 2 - Fl E/ev.=942.3/ N In v. = 935.53 CB 3 - Fl E/ev.=942.27 N Inv.=933.12 S Inv.=933.12 CB 4 - Fl E/ev.=943.24 N Inv.=939.72 CB 5 - Fl E/ev.=945.98 N Inv.=939.78 S Inv.=939.78 CB 6 - Fl E/ev.=946.00 N Inv.=942.57 CB 7 - Fl E/ev.=948.78 N Inv.=945.7/ CB 8 - Fl E/e v. = 950.09 N Inv.=942.89 S Inv.=942.89 CB 9 - Fl E/ev.=951.18 NE Inv.=947.69 CB l0 - Fl E/e v. = 950.72 CB 11 - Fl E/ev=950.75 CB /2 - Fl E/ev.=944.78 CB /3 - Fl E/ev.=945.60 E Inv=94/.67 NE Inv.=94/.52 CB /4 - Fl E/ev.=945.4/ W Inv.= 942.15 CB /5 - Fl E/e v. = 943.92 CB 16 - Fl E/ev.=944.12 CB /7 - Fl E/ev.=944.52 CB /8 - Fl E/ev.=944.86 CB /9 - Fl E/ev.=944.90 CB 20 - Fl E/ev.=944.53 CB 2/ - Fl E/ev.=946.58 CB 22 - Rim E/e v. = 947 05 Sanitary Sewer SMH l - Rim E/e v. = 960.99 NE Inv.=948.30 SE Inv.=949.39 SMH 2 - Rim E/ev.=946.9/ NE Inv.=935.4/ SW 1nv.=935.4/ SMH 3 - Rim E/e v. = 942.48 NE Inv.=9/4.58 SW Inv.=9/4.58 SE Inv.=9/4.58 SMH 4 - Rim E/e v. = 943.33 SMH 5 - Rim E/e v. = 943. l7 E Inv.=932.86 W Inv.=932.86 SMH 6 - Rim E/e v. = 945. l7 E Inv.=933.24 W Inv.=933.24 S Inv.=933.24 SMH 7 - Rim E/e v. = 948. l6 E Inv. = 933.79 W Inv. = 933.79 SMH 8 - Rim E/e v. = 950.44 W Inv.=934.7/ S Inv.=934.7/ SMH 9 - Rim E/e v. = 952.28 E Inv.=936.87 S Inv. = 936.87 SMH l0 - Rim E/e v. = 952.29 SMH 11 - Rim E/ev.=949.18 SMH 12 - Rim E/e v. = 944.52 N Inv. = 933. l3 S Inv. = 933. l3 W Inv.=933.13 SMH l3 - Rim E/e v. = 953.85 N Inv. = 938.03 S Inv.=938.03 SMH 14 - Rim E/e v. = 954.94 N Inv.=938.74 S Inv.=938.74 E Inv=938.74 SMH 15 - Rim E/ev.=947.38 N Inv.=940.42 S Inv.=940.42 ' �` \ FES J6" CMP YV1 ,� SMH _/ew 93255 "N r \d ,IN �/ 0 .h�o�°e , �'; RR --\� \ N 870//'47" W hh �, �, `9Sza�. -, v • r TMH 30.00 \ S 6 Q\�ok`(`� 9s6,�\ ag o 4 3TMH 4_ StY l " CMP p��' /� �¢96�p -�� .(� Drainage and Utility Easement r� r' 58.6 / � � , � , �'`Qa \opoo I� ��o� 9 (Per GREAT RIVER ADDITION) TION) - - �� /O " , . , -,- r , 1 n -i- -i- r - r o�� / 2 IP IT x=/2'40'/ �-? 4�St ^`' \�':"' "/_ % / 50 0\ ao eoSte BL B6 L=9/./2' i� \ 89/?O�?.' ,,��,� PID: 155-500-1/32/3 c 009^/ / �e Q� s /� o � t - IRET Properties �g6 �e of \ TNH 5/ev:\293�o��j? & 9,, " i . N -i- r , t n -r -r r - r N oo 00 �� \ I l\ l l l \ok5e�� /� `'0� ot�r BI k 1 �0` \ \ �377F lP Y2 \\ IP Y2 i I I r' i, T PID: 155-500-1/3209 /P Y2 �� \ \ �� a�� 44606 " `�„� " ' Bruce &Marilyn Springborg IOpe 0� tQ ,� Lot 1 �. , 44606 ?0 ?� lP Y2 •-� <�`` �� e / / / / Area: 6.00% Ac. y( ego �� :��`� 44606_ �h / / - FES; 16 GMP I ' i O .. PID: 15,57-20-DOIIZ37o O�t Dew 959.01 �OSt� TMh �o N 84 ' " E 8 / Dc 952.28 X96 \ N �4 CB ` - 71P Y2 - g5 "� - . p0 33.1 a 4606 96. �0v �// o�oc� U Utility Eosemefoot gt and \ \ �`�,-Z029�46-� °p /N 88°54'50" E o�c 0o (per Doc. No. 5676/8 IF Y2"� 1\ iP R-496.00 - -235-25- 0 235 25- �)4460 � i � � *Status unknown 44606o o.3 .\R,�,' i�T, L `� ` LS l CoQ 44606 952.10 i 6 PID: 155-226-000020 Q RiveBank 956 O n � �9' /460f-- \ 2803 , sec i F : ; >C > RS / s �3 Outlot A \ / I Area: 14.16Y- Ac. r� \ 4 /55/_1 I o Fence 22325 � �.� �l.D Z \ a" //n - • 7377,6 o \ o I \ hH•es/ aj \ //7e of OUt S hV c At y /9htofw 8 o /hterstote t 94 Map symbol & soil name Hydrologic group Water table depth (in) 1377E: Dorset -Two Inlets complex, 20 to 35 percent slopes A >80 13776: Dorset -Two Inlets complex, 2 to 6 percent slopes A >80 D67A: Hubbard loamy sand, 0 to 2 percent slopes A >80 406: Dorset sandy loam, 0 to 2 percent slopes B >80 s Data from USDA Web Soil Survey I hereby certify that a boundary survey has been completed for the preliminary plat of GREAT RIVER SECOND ADDITION, Wright County, Minnesota. Signed: �. Craig A. Wensmann Date: 7/5/23 Lic. No. 47466 CITY OF MONT/CELLO WRIGHT COUNTY, MN Bearings are based on the plat of GREAT RIVER ADDITION. For the purpose of this plat, the East line of Outlot B is assumed to bear South 0 degrees 22 minutes 05 seconds West . I- TNH _ /P j26 2PlD: 155-068-0000/0 Beep in /P Y2" / IP Y2 �14 7 Cionti Open 13637 CCB. I 'I MH /0 l l 69. lP YZ„ 1 /P Y," S 89 05Y44 E-=300.82 R= 07.3 /632/ en_ - rp 1 \ N2o -------TPP Fr 33- Open OPe 22 9� TNHElev.• - �� \IIP Y2" 948. l6 950 CO I 406 \ ` I 0 0 I� o v - I 1 LU_ N\ o p� I I� I I Drai ge and Utility Easement I Imo- j� (Per'EA T RIVER ADDI TION h & KlR AN ADDITION) " A 14 2 lI 5 40.2 � K 11-e IP Y2" Open\ ` _ 0.9 ¢ r, r, , -,- , ,. " , -94 - open H 79 °4527" wIN,. BOGART. PEDERSON & ASSOC/ATE Drainage and Utility Easements are shown thus: -/2�--------+/2- NOT TO SCALE Being 12 feet in width and adjoining lot lot lines unless otherwise indicated on the plat. DATE: 6/28/23 FIELD DATE: June 27th, 2023 BK/PG: 86.23/Pg. 61&62 DRAWN BY: CK CHECKED BY: CAW DWG FILE: 23-0250 Prelim FILE NO: 23-0250.00 REVISIONS: 8-14-23 add trees, scale, north arrow 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: 7/5/23 Lic. No. 47466 (7BOGART, PEDERSON h& ASSOCIATES, INC. quLAND SURVEYING CIVIL ENGINEERING MAPPING 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 for Pat Briggs GREAT RIVER SECOND ADDITION/ City of Monticello INC, Wright County, MN • Denotes found iron monument Denotes found cast iron monument ® Denotes Y2 inch x 14 inch iron monument with a plastic plug stamped R.L.S. 47466 to be set LEGEND: within one year of platting date )gff Denotes found PK nail Denotes catch basin ❑E Denotes electrical cabinet ® Denotes water service REFERENCE BENCHMARK: ® Denotes fiber optic marker First top nut hydrant SE'ly of the intersection of Elm St. and 7th St. W. Denotes sanitary manhole Elevation = 948.18 feet (City Datum) Denotes watervalve -7C)7 Denotes sign CT) Denotes power pole PROJECT BENCHMARK: Top nut hydrant in the NW'ly quadrant of Denotes guy wire Elm St. and 7th St. W. L, Denotes telephone pedestal Elevation = 944.53 feet (City Datum) Mi Denotes fiber optic vault Denotes hydrant OWNER: Riverwood Bank ® Denotes beehive catchbosin 1421 E 7th St © Denotes bo/lard Monticello, MN 55362 *c Denotes light pole (763) 295-2265 Denotes tree, coniferous DEVELOPER: Denotes tree, deciduous Briggs Companies 11111110- Denotes flared end section c/o Patrick Briggs - Denotes culvert P.0 Box 719 Big Lake, MN 55309 LS 16321 Denotes David Thorp, LS (612) 919-1561 LS 13637 Denotes Paul Thorp, LS LS 44606 Denotes Kyle Klosen, LS LS 15233 Denotes Dennis Taylor, LS SURVEYORS & ENGINEERS: Bogart, Pederson &Associates, Inc. Denotes bituminous surface 13076 First Street Becker, MN 55308-9322 763-262-8822 Denotes concrete surface TOTAL AREA: 20.16'/- Acres Denotes gravel surface EXISTING ZONING: B-3 Highway Business Denotes wood fence District Denotes chainlink fence PROPOSED ZONING: Planned Unit - - Denotes overhead electric Development (PUD) - - - Denotes easement Denotes major contour Denotes minor contour - Denotes sanitary sewer Denotes storm sewer Denotes waterline DENOTES BUILDING SETBACKS: - Denotes existing adjoiners 30' Side - SBL - Denotes building setback line 40' Street/Highway . I- TNH _ /P j26 2PlD: 155-068-0000/0 Beep in /P Y2" / IP Y2 �14 7 Cionti Open 13637 CCB. I 'I MH /0 l l 69. lP YZ„ 1 /P Y," S 89 05Y44 E-=300.82 R= 07.3 /632/ en_ - rp 1 \ N2o -------TPP Fr 33- Open OPe 22 9� TNHElev.• - �� \IIP Y2" 948. l6 950 CO I 406 \ ` I 0 0 I� o v - I 1 LU_ N\ o p� I I� I I Drai ge and Utility Easement I Imo- j� (Per'EA T RIVER ADDI TION h & KlR AN ADDITION) " A 14 2 lI 5 40.2 � K 11-e IP Y2" Open\ ` _ 0.9 ¢ r, r, , -,- , ,. " , -94 - open H 79 °4527" wIN,. BOGART. PEDERSON & ASSOC/ATE Drainage and Utility Easements are shown thus: -/2�--------+/2- NOT TO SCALE Being 12 feet in width and adjoining lot lot lines unless otherwise indicated on the plat. DATE: 6/28/23 FIELD DATE: June 27th, 2023 BK/PG: 86.23/Pg. 61&62 DRAWN BY: CK CHECKED BY: CAW DWG FILE: 23-0250 Prelim FILE NO: 23-0250.00 REVISIONS: 8-14-23 add trees, scale, north arrow 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: 7/5/23 Lic. No. 47466 (7BOGART, PEDERSON h& ASSOCIATES, INC. quLAND SURVEYING CIVIL ENGINEERING MAPPING 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 for Pat Briggs GREAT RIVER SECOND ADDITION/ City of Monticello INC, Wright County, MN GREAT RIVER SECOND ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Briggs Companies, LLC, a Minnesota limited liability Company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot B, GREAT RIVER ADDITION, Wright County, Minnesota Have caused the same to be surveyed and platted as GREAT RIVER SECOND ADDITION, and do hereby dedicate to the public for public use the drainage and utility easements as created by the plat. In witness whereof said Briggs Companies, LLC, a Minnesota limited liability Company, has caused these presents to be signed by its proper officer this day of Patrick Briggs, Chief Officer 13 STATE OF MINNESOTA, 0 100 COUNTY OF (SCALE IN FEET) LEGEND: This instrument was acknowledged before me this day of , 20 , by by Patrick Briggs, Chief SCALE: I INCH = 100 FEET • Denotes found iron monument Den® otthzinch c 14 in pOfficer. Bearings are based on the plat of GREAT RIVER pipe wiaplast plug stamped ADDITION. For the purpose of this plot, the East R.L.S. 47466, unless otherwise line of Outlot B is assumed to bear South 0 noted, to be set within one year Notary Public, County, Minnesota degrees 22 minutes 05 seconds West of platting date Signature Q Denotes found cast iron monument )(PK Denotes found PK nail My Commission Expires Drainage and Utility Easements are LS 16321 Denotes David Thorp, LS (Printed Name) shown thus: LS 13637 Denotes Paul Thorp, LS kil K LS 44606 Denotes Kyle Klasen, LS I, Craig A. Wensmann, do hereby certify that this plat was prepared by me or under my direct supervision; that I am aduly - — — — — — — — — — — LS 15233 Denotes Dennis Taylor, LS Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all Ip Y2 — — — — — Denotes easement mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be N 85°09'/0" W Inch NOT TO SCALE Denotes existing adjoiners correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes 505.01, Subd. 3, as of the 53./ 44606 Being 12 feet in width and adjoining lot lot lines date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. \ / unless otherwise indicated on the plat. `Y. � ' Craig A. Wensmann, Land Surveyor v // P Y2 \ Minnesota License No. 47466 �� `` �'� Inch 6'� P /21 \ 44606 STATE OF MINNESOTA �- ` / / r `44606 ,i \ \ — N 87011'47" W 00 COUNTY OF ', `, V ` - \¢\ 30 / S 0 \ The foregoing Surveyor's Certificate was acknowledged before me this day of k9 / Drainage and Utility Easement 20 by Craig A. Wensmann Land Surveyor, Minnesota License Number 47466. / / °� (Per GREAT RIVER ADDITION) — - CITY OF MONY/CELLO WRIGHT COUNTY, MN VICINITY MAP Sec. 10 & 11, Twp. 121, Rng. 25 Wright County, MN / % / E0 4/0 /P Inch lP %2 L=9/./2 ��9 �O/?i' ��s \ n ., r, n r- r, Notary Public, County, Minnesota (, <;v� \ / hog\ / \\fie ° °Stery //446064ch�vo / �2 ,Q �),` ,/ i� /r ' �� Signature r , ° / / \ �t / yet\�l OUt/Ot \ / / X98 ? -Q,, /?. �� A\/,— . , r , n v B / 00 OO / I ILII I i 1-' i it Block 1 // / lP Y2-\ \ IP �2 ., ., v .. L_ i L_ L/ �Pch2 M Commission Expires �� / ° / \ In ! Inch Y P / \ �� / \ �� a Open K IP %2 (Printed Name) -, ` / p"�' / _\ O� ? \/ �A -/ Inch Beep in IP %2 —/ P �2 — 44606 44606 `��sInch 0 .—. 137 Conc. Inch 13637 CITY OF MONTICELLO PLANNING COMMISSION / F, / 'Q� IP Y2 o i n — Open / / �9 Inch N 84 59 04 E I Be it known that at a meeting held on this day of , ;,`_� K / IP %2 ��` / 6O 44606 33.03 � I I 14=11`bl'59 0 20 the Planning Commission of the City of Monticello, Minnesota, did hereby r Inch Lot 1 oh°' // o� �cw l2 foot Drainage and \ O a X20 0 IP Y2 69 � review and approve this plat of GREAT RIVER SECOND ADDITION /P �2 \44606 / o tc Utility Easement \ \ z� 9'46" N 88°54'50" E In I L=97. ' IP %2 Inch \ \ ^� / °�c 0Z , r ` r 43, Open S 89°53'44" E 300.82 R=507.31 Inch 44606 \ / �t �o , r L (per Doc. No. 5676/8) lP /2 \ ,� R-496.00 — 235.25 I r' `' *Status unknown Inch , 1632/ IP Y2 /P/2 1233 --- Inch Chairperson Secretary \ \ / J'`� 44606 Inch r lP �2 �\ N 5/ ly lP /2 Open \ / / 0 ?I� Inch l I ,36n Inch I � � � � � � � � i i � v P Y \ // / gt°Qa Inch 44606Inch1 I /P %2 22 Open p CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA \ \ \ Inch a ��6j¢ // �, e (Open �I Open 9 60 / o This plat of GREAT RIVER SECOND ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Outlot A Mayor City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was reviewed and recommended for approval this Wright County Engineer day of , 20 223'25,,, Z I o o �CQ) I — • 6 �, Q 3 0 Q I �� 413 3 0 to oQ a '04,117. I o N eSter/y//e o v) o�lz `u I °0 ow/,,B o o � I � I Drainage and Utility Easement ori r c T ortheoster/ ��.9 \ \ 0 I r� (Per GREAT RIVER ADDI TION I I & KIRKMAN ADDITION) TION) ` ,I, I ; i ` o ° 33 33 9' IY Of k' y /ine /� \ \ \ I-' \ terstate 94 \ \ I o, 40 29 WRIGHT COUNTY LAND RECORDS IP Y2 _ _ \ Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to InchOpen _ 34 48` r �� I IP /2 i t I I I I I I I I l Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 - • ` — — _ _ Inch ' L / L / ` / v N 7g 5`3.94 - ' Ope- 4527'1 W Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of 20 at o'clock .M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder BOGART, PEDERSON & ASSOC/AYES, INC. MONTICELLO SUITES BRIGGS COMPANIES ELM STREET & 7TH STREET WEST CITY OF MONTICELLO,, SHERBURNE COUNTY, MN CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson & Associates, Inc. CIVIL ENGINEERING LAND SURVEYING ENVIRONMENTAL SERVICES CaCI= ••L Glearwate: •• Ee�ke� .. Sa I:d a Siltar 1J H SHERBURNE COUNTY, MINNESOTA mwl� AUGUST, 2023 PRELIMINARY PLANS PROJECT LOCATION k fm %� -7-77, VICINITY MAP ^Ok Y W it z dM - z NO SCALE Sheet List Table Sheet Number Sheet Title Co Cover C1 Removals and Tree Preservation C2 Site Plan C3 Grading Plan C4 Utility Plan C5 Stormwater Management Plan C6 Erosion Control Plan C7 SWPPP Narrative C8 City Details C9 Site Details REV DATE DESCRIPTION NO. 08/16/2023 DRAWINGS ISSUED TO CITY 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 \ s E -- 's, --s / \9 \ SM\ *t llp STMH 3 FSI ,A - 19 6 / ° / \\ \ \ \ Q, - / AUL PROTECT TREES ON BOUNDARY WITH\ _� OROGE CONSTRUCTION FENCE \ S`� S STMH 4 K �— s s 'o _ s �S �\ FES 36" CMP S Sr" \ \ Elev.• 932.55 s � D673 � � 7 zl/l/ / IQ s9 \ \ \ SMH 8 9d' s FES 18" CMP / s \ 9si C De v.• 958.62 / / / / \ \ \ \ i 78' CURB CUT / / / / 50•, \� \SBL \ / / / Fmi FES 18" �P Dev.• f9.01 K / / 958 \ \ S94 -%( \ \ \ MAINTAIN MN`DOT FZNCE \ se / ` 61 Sed \ seg sec sec / / m LEGEND: EN 0 REMOVE PAVEMENT SECTION (AS INDICATED). REMOVE EXISTING TREES (AS INDICATED) REMOVE FEATURE (AS INDICATED) SALVAGE (AS INDICATED) SAW -CUT DEMOLITION GENERAL NOTES: 0 20' SCALE: 1" = 20' 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS, ETC. 2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS (UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM 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 CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. 5. 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. 6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY FEATURES TO REMAIN. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 z } O U o cn W W U) 0 �2 U) z 0 �o 0 O M O O 0 L0 N O M N ' I O v N M O m U) z o 0 co m 0 W z00 «w N Q W z z Y L O M g UIU 5;mQ .. W FLL O U Q W ♦^ 2 J 0 0 0 0 0 LL zN O v N M O U) z o 0 M L� W z00 «w N Q W � O N W H W Y� M g UIU 5;mQ .. W FLL O "ZwQ ZJ Lu C-4 CZ'N ♦^ wwZ deo /c/j�) V♦ � � 2 Z:)ZZ c) N O�M V U) Lu v o 0 O 'D~ oV Z> > QUW OJ W �H V) to W W F_z Z)Q a— O G JO Lu U U_ V z(D O Or - 2 c 2m SHEET NO. I z p > Lu O V„ U Lu t1A � i LLJ cl K � s �- s � - �, - FES 36 " CMP S s ST&, \\ \ `7ev,• 932.55 s / \v l D679 SIGNAGE NORTH INFILTRATION BASIN V A AULSTMH 4 / 9 °X, 9�0� �S9 �� 7TH ST. W DRIVE ENTRANCE (TYP.) SMH % as 99 \ U 8 O 0: FES /8" CMP / / �F� ° s "A 1p.�� De v. 958.62 O e / � =E� VATION OF ACCESS TO LOWER LEVEL UNDER R=20' S _ F zeR z _ BUILDING PARKING - R=20" ^ / ° O R=20' R-20' ., / �'ka0; x3p�" � � w w w L=31.4' L=_32.9' SOL 23.3'1-1 lo ro W W w RETAINING L SBL WALL R=20' SBL / O zeR / R=10' 17^o "d 3>° 3p. O L=12.5' R=5' / 0" 16.3' L=10. \ L=24.0' / qi'i R=5' • s>:°, % / W W W w W W w. , W 20.°.k�0 '� _97C� ft1 W ✓ ✓ W \ •AR 30• LEVEL 0 ENTRY +33;�(ERHEAD DOOR .[ ARCH. (950.0' =950'_0") UGGS) \ ELM ST DRIVE ENTRANCE(TYP.) / 1 C16 R=5" O/�d BOO ,� O z4 R=4' L=9.8'�� O� Q p °x30:°. L=11.1' ADA RAMP2O R_20'/ / / 8, O`X4F ^° h L=307L L=7.8' ° �QOv / \ ¢1 "ail �0�'°. , � 26-Ol1TDOOR OY • • . . , / PARKING ^ O • O • • / srAus Ov PLAY AREA R=20' Qg�('' , R=10' \. \ \ \ PARKING / % �v `j \ \ �O 560UTDOOR 22 3?p / n \X L=7.9' gRkFsse R=5' \ RAIN TURRET V � STq� N° F 2 6'90'' B612 CURB &GUTTER ^�, \ 2 \ co \2\3\ \ 0�26'� S&4 , 2 TRASHENCLa X80 8p0'\ \ \ M \ CENTRAL � RAL INFILTRATION BASIN �/SF // RP/IN TURRET \ .•O. R=5' R=10' \ R-20� \ L=28.1' \ L=7.9' L=11.9' E ' ^ o RAIN TURRET N� \ \ \ \ \ 28 01 \ W y\W W W yR-5 � '10, \ L=7.8' L� O.. R=10' s a( L=19.5' NG � ��Q AKIN ooR \ \ \ \ \ � •, // //// / O'S�T \ \ \ R.9' S o DETACHED GARAGES v 44 ^ / ti Las 6 e< PARKING STALLS TOTAL \ \ \ L 6A' \ OPTIONAL GARAGES CAN BE o R=5aalN000RCARAceaARKlNcsrALLs ' CONFIGURED TO BE l / 3, / EAST INFILTRATION BASIN L=7.9'/�o COMBINED /✓ "// // /• \ \ sk L=7.9' \ \ \ o IL 7.00; G / / / �/ \ V SBC 406 � \ � O S L=8.T \ /L � / / Se � / sk m ,z S&L \ 22 V \ \ \ \ 34 -OUTDOOR \\ �eC PARKING \ STALLS Set L=14.9' R=15' �- L=19.8' /� 1-94 LEGEND: N po PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SURFACING 0 40' A a a PROPOSED CONCRETE PAVEMENT SCALE: 1" = 401 W W W W W W W W W W W W W PROPOSED TURF ESTABLISHMENT W W W W W W W z } O �0 U o U) w Lu U) D L7 U) z 0 LU CONCRETE CURB AND GUTTER - B612 0 0 PROPOSED SIGN SITE PLAN NOTES: 1. PAINTED PAVEMENT MARKING DIMENSIONS 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 137 UNIT APARTMENT BUILDINGS 100 UNITS (THREE LEVELS OF APARTMENTS AND TWO LEVELS OF A COMBINATION OF PARKING AND APARTMENT UNITS) 137 / 6.0=22.8 UNITS PER ACRE =137 TOTAL APARTMENT UNITS =101 INDOOR LEVEL (1) HEATED ATTACHED COMMON GARAGE PARKING STALLS =17 INDOOR LEVEL (1) HEATED TUCK UNDER GARAGE PARKING STALLS =44 INDOOR DETACHED GARAGE PARKING STALLS =162 TOTAL INDOOR PARKING STALLS, 162 /137=1.18 163 OUTDOOR PARKING STALLS TOTAL TOTAL PARKING STALLS=321 325/137=2.37 PARKING STALLS PER UNIT IMPERVIOUS CALCULATIONS -PAVEMENT 107,800 S.F. -BUILDING 46,715 S.F -GRASS 106,644 S.F. -TOTAL 261,159 S.F. % IMPERVIOUS 59.1% UNIT MIX PER BUILDING LEVEL (0)= 5 UNITS STUDIOS -1 ONE BEDROOM -1 TWO BEDROOM -1 THREE BEDROOM -2 LEVEL (1)=27 UNITS STUDIOS -3 ONE BEDROOM -6 TWO BEDROOM -10 THREE BEDROOM -8 17 -TUCK UNDER PARKING GARAGES LEVEL (2)=35 UNITS STUDIOS -4 ONE BEDROOM -9 TWO BEDROOM -14 THREE BEDROOM -8 LEVEL (3)=35 UNITS STUDIOS -4 ONE BEDROOM -9 TWO BEDROOM -14 THREE BEDROOM -8 LEVEL (4)=35 UNITS STUDIOS -4 ONE BEDROOM -9 TWO BEDROOM -14 THREE BEDROOM -8 CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 U>iO N U Q o ED Lo W O O co I I z O U N M m m ♦ V^ z w O O m 0 w z °° op N Q W Z Z Y u- O (�Z m .. L w X Q �w O"ZJ Z�Q wN IZ'N U) ww J 0 0 0 0 0 LL zN z O U N M w 9)/ ♦ V^ z w O O Z LoV lfj -'j- W Cl) z °° op N Q W LL N W F_1 W Yr li5; Q m .. L w X Q �w O"ZJ Z�Q wN IZ'N U) ww (neo ♦Z �/^) V♦ � DZZ (n N LlM V _D � LD F_ OQ 0 �J� O~ MryJ� -1 Z>> QUW OJ W �V �H SHEET NO. C2 Q W Ln z w w Z o U V) O t1A JO Lu U o U cn V a--+ z O _D � cc� G m O U SHEET NO. C2 Q W Ln \ s s \ IMH 2 s NORTH INFIL. BASIN EOF \ / TREAT 5.80 TREATMENT VOL.=2,284 C.F. O ° RA 2V AUL �C SMH 4 LEGEND: s TEMPORARY ROCK CONSTRUCTION ENTRANCE c� \ \ s EROSION CONTROL BLANKET (PER DETAIL) \ \ s FES 36" CMP s STM.. \ Kiev.• 932.55 \\ \ ASF GRADING LIMITS AND PROPOSED \ \\ TEMPORARY SILT FENCE \� FIBER -LOG ROLLS PROPOSED RIP RAP \ 0678 X 980.50 TC NEW TOP BACK OF CURB ELEVATION X 980.50 FL NEW FLOW LINE OF CURB ELEVATION 946.20 FG \ \ EOF=945.80 \ \ ` X 980.50 SW NEW SIDEWALK ELEVATION 4 C.Y. OF CLASS 2 RIP -RAP X 980.50 TP NEW TOP OF PAVEMENT ELEVATION \g , 944 94S 946 STMH '� X 980.50 TG NEW TOP OF GRAVEL ELEVATION 4 \ _ 9 8 g 94 \ \ \ \ \ \ \ s B �-STMH 4 )0 FG \ X 980.50 FG NEW FINISHED GRADE ELEVATION \ \ x 980.50 Ex EXISTING ELEVATION \ ` SMH 7 984 PROPOSED CONTOUR _ s \CB PROPOSED SLOPE FES 18" CMP 950.50 FG \9si \11 1 1 E.O.F. EMERGENCY OVERFLOW Elev.• 958.62 / / / 950.00 FG \ \ � \ ss � � F.0. / 1 948.90 TC CB - TEMPORARY SEDIMENT FILTER- HIGH FLOW �, /� 8 cl // \ 948.40 FL r 0 40' SCALE: 1" = 40' I- _ _ / m ` 949.70 TC 952` \- -�_ - 949.20 FL 950.00 TW u o _ 961.00 SW qRq FF` qRT \953 \°o- 955.83 FG Jo FNT ` SBL 953.00 TW 0' 9`SQ ?90 950.33 TC. / 961.00 TP 1 00 954 SB 949.72 TC 949.83 FL ` 961.00 sW 96, FLS®Q%7 949.22 FL SBL / \ / / "d \ gy5 �v �� 957.00 TW �1.2% ^950.00 TC / 1 957.00 FG \ � 5� s \ 0 951.50 T 949.50 FL 961.00 SW 961.00 FG 959.45 FL 982 950 GRADING GENERAL NOTES / 960.15 SW s \950.00 TC, / FSW L 959.45 FL 950.50 T L 949.50 FL 950.00 FL � / 950.35 / 959.95 SW/ 96088 SW 950.50 TC 949.85 FL . 959.45 FL 950.00 FL 955.00 TW \/ �� 959.80 TIC �� 0�� 888.30 FL �° 9570 / \ \ \ 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS �/ / / o a m �° // // \ IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER 960.25 TC 959.75 FL /�� ,�� 960.88 SW 961.00 SW h�s� // // \ \ BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 954.20 TC �� g�3 / \ y 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS n . 953.70 FL 9 / // WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY \ / 96o.o8sw ? 959.13 TC co o �, So gyp // �' COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND J 959.00 FG /'�� 958.63 FL W� 960.05 SW / COMMENCING WORK. �/ / 961.50 TC 1 C.Y. OF CLASS 2 RIP -RAP (EA.) 95. / / / 961.00 FL i / 959.44 FL ^. \° 959.45 FL 4 / / 960.00 TC \ 959.45 FL o / 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS / 959.50 FL '�� '�� F� 959.50 TC � � F4m`O o,`" � �`/ 960.00 FG / ?o, 959.00FL ,,% 9S9 EOF-955.80 yy� / RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). / 960.70 TC ``9S / 954.00 TC / / o / o < S 953.50 FL 960.20 FL / � o . � � / / 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH 961.10 TC 960.60 FL/ 1 F GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO 4 ( 7 959.50 TC 960.25 FG 4`1 / 960.47 TC \''0% °% 959.45 TC . 959.00 FL 9Ss 4 C.Y. OF CLASS 2 RIP -RAP REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY / 959.97 FL 958.95 958.95 FL 988 00 gsa 961.00 TP 58.00 TC 957.77 TC ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT , O � � 9 / / / '40 �S` 57.50 FL F4, 957.27 FL / / BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE 960.50 TC gSs 2% F D61 50 I,' 960.00 FL 2?a 958.99 TC 4200 9S / / PROJECT. g'0 � , gSS 958.49 FL / 961.00 FL �I° �° // 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN \ o a CENTRAL INFIL. BASIN � � ` 2 / \ \ 9 a <7So FL s o 961.00 TC EOF=958.00 9s F F< / PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE 880.80 FL TREATMENT VOL.= 10,236 C.F. 957.5 Tc � � ` S 9S � ` � �.°% 'o% � 1 C.Y. OF CLASS 2 RIP -RAP \ \ so SeC \ 101 7 i o , / 957.50 FL\ � ` s � \ / 957.50 TC / CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE 960.55 TC 961.00 TC gs,. 958.00 TIC /957.00FL / HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE \ \ \ 960.05 FL 960.50 FL 9S6957.50 \S8 957.50 FL / \ 960.87 TC \ �h / / SLOPES BY GENERAL CONTRACTOR. \ \ 960.37 FLS s 960.50 TC 1\9958.55 TC EOF=958.00 \ 5( \ 960.00FL °j F `` 958.05 FL 4.09° �` / / 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. \ O Se F Ory 9Sg ° �y� // / EAST INFIL. BASIN \ < 41 / / 7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, \960.90 TC N °° 95,9.20 TC // EOF=955.80 \ 950.40 FL 4 960.21 TC 960.07 TC 558.70 FLry ° 958.75 TC •�.i/ m`O / TREATMENT VOL.=2,416 C.F. FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE 959.71 FL � 95 \95( ^. ^ �_ / DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. \ \ FL o � � 958.25 FLS / GqR�" T // IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS \ \ \ FF, %Qon qGF ° 95935 C\ / / REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS F42 958.85 FL SHALL BE INCIDENTAL TO THE CONTRACT. 959.80 TC F( 959.30 FL ''So •• 3 C.Y. OF CLASS 2 RIP -RAP 8. IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. THE CONTRACTOR 960.00 TP / SHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE 958.50 TC / 3 C.Y. OF CLASS 2 RIP -RAP 958.00 FL / ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR 959.35 TC/ // TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE 958.85 FL �� / o`° // ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED 1 4_4�/ / WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION \ sk 960.00 TP SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. m �� / / / 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 960.48 TC / / AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE \ \� 959.98 FL T� � 5,5 // // ENGINEER. \ o / °_� // // 10. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHER 959.74 TC 959.25 TC / POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET 959.24 FL 958.75 FL / \ / / HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS 959.43 TC / ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO 958.93 FL / .L \ 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. z } O O U o U) w Lu U) o Ln co O z 0 w o Q N o co Oil III LuZ N 0 0 z � < o C� O N m m m o 6i z Z Y � O J 0 0 0 0 0 L- O� JCS '� VO G. O� A-I� �O zN V) O v W N M �z U/ ` 0 O O - o L0 ♦^ WZ 00 �op N Q W � O N W WY- a Q U w� .. - L w mQ F LL. LU O"ZJwN ZwQ Q'N wWZ -1_f U Z:)Zz O� Q LL CO O0wO �J� O~ MryJ� Z>> QUW OJ W �V or- -H SHEET NO. C3 W I I I V) W W �z 0 u z OLu J z U u a) Q z(D v O or- o I m `~ U SHEET NO. C3 W I I I FES 18" CMP Ele v.• 958.62 OV a N W \\ 7 LEGEND: �T \ SMH 4 << PROPOSED STORM SEWER �K s I PROPOSED WATER LINE s z } / * C \ \ / s > PROPOSED SANITARY SEWER v \ 7 \ s a U / s I -I PROPOSED FITTING ~ IMH 2 / \\ \ FES 36 " CMP � _ U 0 Kiev.• 932.55 s 0 40' W D w PROPOSED WATER SERVICE 0 U) LO \\ s PROPOSED SANITARY SERVICE / \ U SCALE: 1" 40' EOF=945.80 NORTH INFIL. BASIN s PROPOSED SANITARY MANHOLE = a `- \\ 0 / TREATMENT VOL.=2,284 C.F. �\ PROPOSED FLARED END SECITON 7 PROPOSED STORM MANHOLE M Lu PROPOSED CATCH BASIN N 9a� \ EOF=945.80 \ \ ` ►� PROPOSED GATE VALVE & BOX 4 C.Y. OF CLASS 2 RIP-RAPxv PROPOSED HYDRANT w o , / �a� 9 s4j 94s 94 FST\ STMH 3 v e PROPOSED CLEANOUT z 949 Qg \ B \ \ �: O••� �� PROPOSED RIP RAP cMy) U STMH 4 � •��•�• � g � EXTEND 8" SDR -26 SANITARY \ 6 \ H Lo O SERVICE 20 LF @ 0.50% MIN. \ N CONNECT TO BUILDING. / \ O co \ ` \ sk `95.9 \ 1 CB RIM -958.70 E INV. -955.70 / 3 FES %-7 / INV.=954.50 / / / / / / / \ �2 CBMH \ � � RIM=958.75 W INV.=955.00 NE INV.=955.00' CONNECT TO EXISTING STRUCTURE S INV.=945.00 8 CBMH / \ RIM=949.50/ \W INV. =945.50 / //NJ NV.=945.50 / / •950 / 31 LF 16-0 RCP @ 1.02 / / / / / / 4 C.Y. OF CLASS 2 RIP -RAP / 6 STMH RIM=955.50 N INV.=951.50 / / / / 1 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. 3 C.Y. OF CLASS 2 RIP -RAP 3 C.Y. OF CLASS 2 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. WATER LINE SHALL BE A MINIMUM 8.0 FEET DEPTH UNLESS SHOWN OTHERWISE ON PLANS. 6. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 7. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 8. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE SDR -26 PVC. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. 10. 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. 11. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGH DENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE. 12. 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. 13. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. 14. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 15. 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. 16. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: 16.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. 16.2. ACCEPTABLE MANUFACTURERS / PRODUCTS: 16.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" 16.4. PRESS -SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAL 17. 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). 18. 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. zN z O U N M O m m m w 0 - 0 Lu Zw «w N Q Lu Z Z Y O (�0 U W r` Z W coQ F LL LU O"ZJ U Q W 2 J 0 0 0 0 0 JUL zN z O U N M O z00 w 0 - M Ln W Zw «w N Q Lu 0�o N WH U) Ycl) a Q U W r` .. - W coQ F LL LU O"ZJ Z�Q WN Q'N LU LuZ W u) op F__N rQ1'� /c/p� V♦ > Z ?ZZ O M V L�WO loo O � J� O ~ MryJ� Z> > QUW OJ W �V �H SHEET NO. r� z Lu w �z 0 U V) O JO U o U z ILD oc O 2 5O L W `~ U SHEET NO. r� )e'K / N O m 755�,MH UL NORTH INFIL. BASIN EOF=945.80 \ �\ / TREATMENT VOL.=2,284 C.F. \ \\ LEGEND: N AREA CN =�oo�paPROPOSED RIP RAP - io>oo • o > BUILDING � U X 980.50 TC NEW TOP -BACK OF CURB ELEVATION 106,644 0 TOTAL WEIGHTED 261,159 83 X 980.50 FL NEW FLOW LINE OF CURB ELEVATION0 40' 0 0 6929 3173 TOTAL: X 980.50 SW NEW SIDEWALK ELEVATION 10236.5 or - LL" NORTH INFIL. BASIN 955 518 X 980.50 TP NEW TOP OF PAVEMENT ELEVATION SCALE: 1" = 40' zz z REGIONAL POND 904 Q X 980.50 TG NEW TOP OF GRAVEL ELEVATION 2160 1380 TOTAL: cCw0 i) 2284.0 X 980.50 FG NEW FINISHED GRADE ELEVATION EASTINFIL. BASIN 955 309 J 0 X 980.50 EX EXISTING ELEVATION W o 1106.5 ~ N 984 PROPOSED CONTOURCD 0 CO F- PROPOSED SLOPE 2416 COMBINED VOLUME E.O.F. EMERGENCY OVERFLOW EOF=945.80 \ 4 C.Y. OF CLASS 2 RIP -RAP \ \ \ \ /916- 944 ' 9 / �b0 94j 4S 946 i 949 94g \ n SBL, •950 / / �4 C.Y. OF CLASS 2 RIP -RAP 1 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. C.Y. OF CLASS 2 RIP -RAP C.Y. OF CLASS 2 RIP -RAP / / / / old i / / / / / / / L � DRAINAGE NOTES: 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 107,800 S.F. OF PROPOSED PAVEMENT AND THE BUILDING IS AROUND 46,715 S.F. 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. 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 107,800 98 BUILDING 46,715 98 GRASS/PERVIOUS 106,644 61 TOTAL WEIGHTED 261,159 83 ALL STORM WATER IS DIRECTED TO THE STORM SEWER WITHIN 7TH STREET WEST TO OUTFLOW TO THE REGIONAL POND. VOLUME RETENTION THREE INFILTRATION BASINS ARE PROPOSED ON SITE TO PROVIDE VOLUME CONTROL FOR A 1.1 INCH STORM. WITH 14,163 S.F. OF PROPOSED IMPERVIOUS SURFACE, 14,163 C.F. (525 C.Y.) OF VOLUME IS REQUIRED TO BE HELD WITHIN THE INFILTRATION BASINS. THE COMBINED VOLUME OF THE BASINS TO THE INITIAL OUTLET IS 14,936.5 C.F. (553 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. N O N C) 0 z U` 0 O O L0 N O M N CONTOUR AREA VOLUME BETWEEN CENTRAL INFIL. BASIN 955 1356 0 0 956 3504 2430 W 957 5763 4633.5 Cf) 957.5 6929 3173 TOTAL: LLI 10236.5 or - LL" NORTH INFIL. BASIN 955 518 O"zJ zz 956 1290 904 F- oo Cf)V♦ 956.8 2160 1380 TOTAL: cCw0 i) 2284.0 Lu EASTINFIL. BASIN 955 309 J 0 0 0 956 1904 1106.5 956.5 3334 1309.5 TOTAL: 2416 COMBINED VOLUME 14936.5 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. N O N C) 0 z U` 0 O O L0 N O M N zN ' I �: N M V ♦ z 0 0 m M LO� W m z00 �o? N Q Lu Cf) ofco N LU W H m 0 LLI or - LL" .. � w U) X Q w O"zJ zz wN �N Y -i O F- oo Cf)V♦ //)� =0Z oN cCw0 i) [LA (D r- Lu 0-1Of z>> �Uw of �V J 0 0 0 0 U LL zN O U N M V ♦ z 0 0 M LO� W z00 �o? N Q Lu Cf) ofco N LU W H wY� or - LL" .. � w U) X Q w O"zJ ZQ (Y wN �N QC� 5- w F- w w Z F- oo Cf)V♦ //)� =0Z oN cCw0 i) [LA (D r- M0 0-1Of z>> �Uw OJ �V �� () V) W LU ~z Q O JO Lu U U_ V z� O 2m SHEET NO. z Q J 1 z W U +-+ W toz 0 a� oc U Lu o Q o U V) \ I \ s� SMH 3 s s / s \ � \ s EQ— o W :! j \ /*� cl s /\ o �, X, / Is, 0 FES 18 CMP / El e v.• 958.62 1 / / kf IK w ROCK CONSTRUCTIONEXIT� s NORTH INFIL. BASIN EOF=945.80 / TREATMENT VOL.=2,284 C.F. j/ SF F 240 S.Y. OF EROSION CONTROL BLANKET _ \ \ \ Set REGIONAL POND `K s� �— s� � s 7� s� � s STMH \\ \EleW 932.55 D67F F=945.80 C.Y. OF CLASS 2 RIP -RAP S � INSTALL 432 LF \ g ---S TMH 4 \ OF TEMPORARY SILT FENCE SMH 7 / / 9S2 950 s / 95119 \ � /• / / / / -ss / /4 C.Y. OF CLASS 2 RIP -RAP / / / / / —1 C.Y. OF CLASS 2 RIP -RAP -EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. S.Y. OF EROSION CONTROL BLANKET -INSTALL 20 LF OF TEMPORARY SEDIMENT LOG C.Y. OF CLASS 2 RIP -RAP --3 C.Y. OF CLASS 2 RIP -RAP INSTALL 20 LF OF TEMPORARY SEDIMENT LOG INSTALL 1144 LF OF TEMPORARY SILT FENCE \/ \ INLET PROTECTION (TYP.) \ / / \ L 494 LEGEND: ----------- i` tai` tai` tai` tai` tai` t ASF d°ice 984 0 TEMPORARY ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET (3N) GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE FIBER -LOG ROLLS PROPOSED RIP RAP PROPOSED CONTOUR EMERGENCY OVERFLOW TEMPORARY SEDIMENT FILTER- HIGH FLOW EROSION CONTROL NOTES: 0 20' SCALE: 1" = 20' 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: 3,428 LF • BIOLOG: 80 LF / 1 EACH REGIONAL POND `K s� �— s� � s 7� s� � s STMH \\ \EleW 932.55 D67F F=945.80 C.Y. OF CLASS 2 RIP -RAP S � INSTALL 432 LF \ g ---S TMH 4 \ OF TEMPORARY SILT FENCE SMH 7 / / 9S2 950 s / 95119 \ � /• / / / / -ss / /4 C.Y. OF CLASS 2 RIP -RAP / / / / / —1 C.Y. OF CLASS 2 RIP -RAP -EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. S.Y. OF EROSION CONTROL BLANKET -INSTALL 20 LF OF TEMPORARY SEDIMENT LOG C.Y. OF CLASS 2 RIP -RAP --3 C.Y. OF CLASS 2 RIP -RAP INSTALL 20 LF OF TEMPORARY SEDIMENT LOG INSTALL 1144 LF OF TEMPORARY SILT FENCE \/ \ INLET PROTECTION (TYP.) \ / / \ L 494 LEGEND: ----------- i` tai` tai` tai` tai` tai` t ASF d°ice 984 0 TEMPORARY ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET (3N) GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE FIBER -LOG ROLLS PROPOSED RIP RAP PROPOSED CONTOUR EMERGENCY OVERFLOW TEMPORARY SEDIMENT FILTER- HIGH FLOW EROSION CONTROL NOTES: 0 20' SCALE: 1" = 20' 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: 3,428 LF • BIOLOG: 80 LF • ROCK CONSTRUCTION: 1 EACH • INLET PROTECTION: 12 EACH • EROSION CONTROL BLANKET (3N): 290 S.Y. • RIP RAP (CLASS 2) 18 C.Y. Z } �0 U 0 U) w Lu U) 0 L) U) O z 0 N p o o UCD ° o O Lu co zN z O v N M O m V) m U) z w C) 0 m 0 W •• Q op zop N Q W Z Z Y O (� UCU > r� mX Z � W Q H LL Lu O U Q W 2 J 0 0 0 0 0 LL zN z O v N M O V) ate+ U) z w C) 0 z M Ln W � Q op zop N Q W N W H W Y� a a UCU > r� mX � .� � W Q H LL Lu O "ZwQ ZJ WN IZ'N wwz W c~i)� ~ rQ1'� /c/p� V♦ > Z ?ZZ � O�M V WO LL OO0J0�Oti m ryV Z>>J OHM<5z � SHEET NO. z V) ate+ Lu w z o Q �--+ V) O CSA JO U o U (/) V z (D O � 0 m `- U SHEET NO. 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 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 3.55 BECKER, MN 53308 TELEPHONE: 763-262-8822 EMAIL; CDAHN@BOGART-PEDERSON,COM OWNER: °° 2 N 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 w N �N CITY w w z TELEPHONE Z EMAIL � CONTACT NAME p LLJ MAILING ADDRESS 0' CITY J TELEPHONE 0 EMAIL 0 LL 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 3 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: 3.55 ACRES NEW IMPERVIOUS AREA: 3.55 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. ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT: ITEM UNIT ESTIMATED INITIAL QUANTITY TEMPORARY CONSTRUCTION EXIT EA 1 TEMPORARY SEDIMENT FILTER EA 12 TEMPORARY CONCRETE WASHOUT EA 1 TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA 1 TEMPORARY SEDIMENT LOGS LF 80 TEMPORARY SILT FENCE LF 3,428 EROSION CONTROL BLANKET (3N) SY 290 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 . 7.,r qf. hAarttic�ge r nµntry [I uh f3ialr COLirse Rd 0.5 MI r - O�"•s - e� �L a �tiapfiaii AVE Brldpvlew k.,: Morlticello Z >_O F- a U E O 0 o U) w Lu D 0 U) U) U) C� Z_ 0 w N � o Q N 0 0 00 0 WO IY Z ' M 2 2 C, 0 O N o :2U a 0 co o 0 co zN Lu V) w O v N M IT Z O m 00 o 0 - co Loj- �A WZ °° 2 N co m 0 Lu W Yco a QU w� .� - Z Z Y - O w N �N U w w z U) op ~ Z >�ZJw Z�M?Z0 � V p LLJ Q w 0' 2 J 0 0 0 0 0 LL zN Lu V) w O v N M IT Z O ♦♦^^ z 00 o 0 - co Loj- �A WZ °° 2 N Q W �o N W H W Yco a QU w� .� - Of w mQ F LL O Z J zw< w N �N U) w w z U) op ~ rQ1'� V) >�ZJw Z�M?Z0 � V "nwo0� O N� I..I. "~ ryV >O Z>QM OHJ O UW SHEET NO. C7 Lu a z V) Lu V) w z ate+ Z O Q �--+ V) t1A - J p w U O U a) T z� O N� I..I. SO G co O U SHEET NO. C7 Lu a z V) Gravel pad(s) MnDOT Class CA -15 SAME SLOPE AS ROADWAY Or CA -25 Rlprap Bedding g,ss Geotextile fabric Original grade HORNTAL °. _ IZO o Z CONCRETE CURB LD >- (FORMS MAY BE TILTED) AND GUTTER SECTION B -B U REVERSE SLOPE GUTTER SECTION (not to scale) O Ribbed or Corrugated steel plates W o DIVIDER PLATE 3"R ° 1 " 1 / 2 0 Q � 3 3"R Q SLOPE 0.06 FT/FT s" 13 1/2 ^ a a EXPANSION JOINTS o o 0 o Original — � O STREET OR C SLOPE EXPANSION Geotextile fabric SECTION A—A grade Z BUILDING INSTALLED BY PRIVATE CONTRACT - INSTALLED AS PER CITY CONTRACT - -- 2" MIN `"�- JOINTS 6' A B (not to scale) of Q TRACER WIRE LOCATE BOX GROUND LINE„ 2^ 7" `` .� ° `- / / � `HORIZONTAL m e a, a a a <d a a ° a a a a as °a a° 5, NOTES: Channelize runoff to sediment Sediment Trapping Device N Q a ° � tra in device pp g w O l - �/ 2^ , a a oa a a a a Q N 21 _ R WIRE SPLICE LINE / MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 HOTHERWISE a a ° o a aR 1 8„ "° a a a Q STANDPIPE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 R P I P RMITT TH F RMCO E SLOE S E ED E 0 4 4 CONCRETE o.0 7 CU YDS /LIN FT (6612) MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE — 21.1 FT CU. YDS. B612 N T T C E E 0 BEoGU EXPANSION EXPANSION POURED INTEGRALLY A JOINTS MTT > - WPOLYETHYLENE STEEL AWG 12 GAUL COPPER—CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITRACER WIRE 30 MIL HIGH DENSITY WITH CURB JOINTSCOPPER—CLAD DIVIDER PLATE 3"R GREEN COLORED JAYILENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATEPROVIDE UNDER CIN CONTRACT1/2CONTRACT3"R N _j oSLOPE t(2 3� 13 1 2 6" / P LAN j �O 0.06 FT/FT 10 oR � / o Ribbed or Corrugated steel plates o U Q 112 LU 0— 1" COPPER WATERMAIN SLOPE 3/4"/FT / A A � COPPER—CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY 2" MIN 2 7" 30 / o I F B o POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CIN CONTRACT i B618 CONCRETE CURB AND GUTTER Q / o o E E o / o 0 o o o 0 i } m _ _ SANITARY SERVICE O MAINLINE SANITARY SEWER ^ HORIZONTAL / $ / LINE / 1g VARIABLE „ LE it/ " /4 pER /MIN 4 ' / 0 v o / o <7 o �C 0 0 Y o �o o o Q / o a� Q Lu co m Uj J Z Z Y b ( > LL z U MNDOT © SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE — 0.0582 CU YDS /LIN FT (B618) 7" MIN. 7" —°�_ 3 a�� " -; - L I o o �WR j� 0 3 Q o 0 0 0 0 0 N W > (n Q W w Q UJ � _ J Q Q Q U Q LL MAY BE TILTED 8618 CONCRETE CURB & GUTTER CONCRETE - 17.2 Fr / CU.YDS. (B618) ` _ -- o� o / o 12" 3/4 " / PER FT 3" WIDTH VARIES 1 5' MIN. 18" z 0 24' min. B „ X / Slope away from 1/2 R 1/2 R 3" 3' o" SECTION 13-13SECTION A—A w , highway HORIZONTAL ...2'—.0„.°., 50 J LINEI.K min. — Match or Right of Way �•. Existing MODIFIED DESIGN "D” CURB & GUTTER Grade PLAN =moi Title: Tracer Wire Standard Plate Library Developments) Title: Concrete Curb & Gutter � Standard Plate Library for Streets Title: Commercial Driveway Standard Plate Library Entrance nce Title: Commercial Gravel Standard Plate Library Construction Entrance O Q O Monticello City Of M n iCe11O Date: Plate No. 3005 Cit of Monticello Date: Plate No. 5005 City Of Monticello Date:03-05 Plate No. 5008 City Of Monticello Date:06-14 Plate No. �= 6002 Revised: 03-15 Revised: 03-15 Revised: 03-15 Revised: 03-15 zN M O U N O C/ ` M 0 �� W ZCO �C? N Q LU of N W H W Y� QU LU CO OU W� O"zJ WN Z�Q N ' EXIST NG CURB W W Z U)� Z W I-� OVERFLOW IS %z OF ''^^ � HOZ �N THE CURB BOX HEIGHT CD V♦ C/) LL LL(D Of F_ Q J (D Z�i NO PARKING SIGN MODIFIED) R7 -8M 121Nx18IN 181N - - WHITE ON BLUE ON BLUE , R7-8bP 121Nx6IN WHITE ON BLUE 60" GROUND LINE r—FINISHED GROUND LINE SITE ACCESSIBLE SIGN 3/81N DIA. BOLT WITH WASHER & LOCKWASHER NOTE: 1. ALL POSTS AND ANCHORS SHALL BE 12 GAUGE WITH HOLES ON ALL FOUR SIDES 2. LEAVE 1 TO 2 HOLES EXPOSED ABOVE FINISHED GROUND LINE FOR CONNECTIONS OF POST TO ANCHOR 3. SIGNS SHALL BE IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 1. THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO THE GROUND AND SHALL BE STAKED BY STEEL FENCE POSTS OR 2"X 2" WOOD STAKES. 2. SOIL SHALL BE COMPACTED ON THE UPSLOPE SIDE OF LOGS. STAKED AND ENTRENCHED 10" DIA. SEDIMENT LOG FILTERED RUNOFF EROSION CONTROL BLANKET EDIMENT-LADEN RUNOFF COMPACTED SOIL TO PREVENT PIPING SEDIMENT LOG INSTALLATION PROPOSED EMBANKMENT SILT FENCE DETAIL (NTS) COMPACTED SUBGRADE EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF 4" CONCRETE 8" DIA. REINFORCING STEEL SPACED AT 181N ON CENTER EACH WAY d / , d d e e °> G o 2 A a 4" CLASS 5 AGGREGATE BASE CONCRETE SIDEWALK N.T.S. NOTE: SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ON LOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC. 12" CONTROL BLANKET (STRAW, CATEGORY 3N) FLARED END SECTION (PER UTILITY PLAN) EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF COMPACTED SUBGRADE SEEDING WITH SEED MIX 33-261 (35 LB/AC) 4" OF TOPSOIL UNCOMPACTED SUBGRADE 2" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE j CLASS \E BASE � BITUMINOUS PAVEMENT SECTION N.T.S. EMERGENCY OVERFLOW (PER GRADING PLAN) SLOPE PER GRADING 5' MIN. —TACK COAT 12" RIP RAP (PER GRADING PLAN) I SITE SIGNAGE I TEMPORARY SEDIMENT CONTROL DEVICES I INFILTRATION BASIN I N.T.S. N.T.S. N.T.S. 6" PVC DRAINTILE 6" PVC WYE. CONNECT CONNECTION 3>_0>, DRAINTILE TO DIRECT LINE NO BENDS GREATER AND CAP WYE OPENING TO THAN 45° SHALL BE ALLOW FUTURE CONNECTION ALLOWED (0 L11 FACE OF CURB DIRECTION OF FLOW NOTE: VANE GRATE SHOWN CATCHBASIN CASTING NEENAH R3067V OR EQUAL WITH VANE GRATE, 3" RADIUS CURB BOX. INSTALL R3290A CASTING IN DRIVEWAYS AND VALLEY GUTTERS. INSTALL R3067VB FOR LOW POINTS. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. 6" CONCRETE COLLAR REQUIRED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. 6" PVC DRAINTILE CONNECTION.) T ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. [ MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. 24" x 36" PRECAST o AF O 0 o SECTION ZX 3' CATCH BASIN N.T.S. 0 I N L(� NO BLOCK STRUCTURES ALLOWED. GRATE TO BE 2" BELOW GUTTER GRADE. 10' TRANSITION EACH SIDE OF CATCH BASIN. VARIABLE TOP OF CURB z 6 1/2" 5" MIN 3"GROUT MINIMUM 0 VAR I 12"- � 0 -16" PROPEX-"SILT STOP" FABRIC ° 2"x2"x4' WOOD STAKES @ 4' 0 ° 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE O O.C. 4'-0" MIN. a a Qa d ° O 01 1/21N X 1 1/21N m 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CURB COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. CONCRETE AIR p SIGN POST °° 00 N CONCRETE INLET — epcK of cuRe AND RAIN GUARDIAN TURRET MAY VARY WITH SITE 10' MINIMUM O Z — / CONDITIONS. TO ASTM C858. OFINISHED GROUND LINE DISTANCE VARIES 2. CONCRETE BASE EXTENDS BEYOND THE FILTER WALL BACKFILL Lij /77 OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH 2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH A Q W 0' INSURMOUNTABLE CURB FACE � ,\ INSURMOUNTABLE CURB FACE DISSIPATOR. BURY BOTTOM 1 3/41Nx 1 3/41N EXISTING GROUND ��FABRIC 0 3. FIBERGLASS TOP GRATE (32 LBS, 1-1/2" THICK) - 1,760 LB ANCHOR LL. Lp 14441 RAIN GUARDIAN TURRET CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD. PROPOSED EMBANKMENT SILT FENCE DETAIL (NTS) COMPACTED SUBGRADE EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF 4" CONCRETE 8" DIA. REINFORCING STEEL SPACED AT 181N ON CENTER EACH WAY d / , d d e e °> G o 2 A a 4" CLASS 5 AGGREGATE BASE CONCRETE SIDEWALK N.T.S. NOTE: SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ON LOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC. 12" CONTROL BLANKET (STRAW, CATEGORY 3N) FLARED END SECTION (PER UTILITY PLAN) EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF COMPACTED SUBGRADE SEEDING WITH SEED MIX 33-261 (35 LB/AC) 4" OF TOPSOIL UNCOMPACTED SUBGRADE 2" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE j CLASS \E BASE � BITUMINOUS PAVEMENT SECTION N.T.S. EMERGENCY OVERFLOW (PER GRADING PLAN) SLOPE PER GRADING 5' MIN. —TACK COAT 12" RIP RAP (PER GRADING PLAN) I SITE SIGNAGE I TEMPORARY SEDIMENT CONTROL DEVICES I INFILTRATION BASIN I N.T.S. N.T.S. N.T.S. 6" PVC DRAINTILE 6" PVC WYE. CONNECT CONNECTION 3>_0>, DRAINTILE TO DIRECT LINE NO BENDS GREATER AND CAP WYE OPENING TO THAN 45° SHALL BE ALLOW FUTURE CONNECTION ALLOWED (0 L11 FACE OF CURB DIRECTION OF FLOW NOTE: VANE GRATE SHOWN CATCHBASIN CASTING NEENAH R3067V OR EQUAL WITH VANE GRATE, 3" RADIUS CURB BOX. INSTALL R3290A CASTING IN DRIVEWAYS AND VALLEY GUTTERS. INSTALL R3067VB FOR LOW POINTS. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. 6" CONCRETE COLLAR REQUIRED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. 6" PVC DRAINTILE CONNECTION.) T ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. [ MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. 24" x 36" PRECAST o AF O 0 o SECTION ZX 3' CATCH BASIN N.T.S. 0 I N L(� NO BLOCK STRUCTURES ALLOWED. GRATE TO BE 2" BELOW GUTTER GRADE. 10' TRANSITION EACH SIDE OF CATCH BASIN. VARIABLE TOP OF CURB z 6 1/2" 5" MIN 3"GROUT MINIMUM 0 VAR I 12"- � 0 -16" SPECIFICATIONS ° VARIES 0 ° 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE I I 5" MIN 3,> v / ` 4'-0" MIN. a a Qa d ° LJJ m NEENAH R-4342 CASTING OR EQUAL. NO BLOCK STRUCTURES ALLOWED. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. 6" CONCRETE COLLAR REQUIRED AROUND ALL ADJUSTMENT RINGS. ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. 6" PRECAST REINFORCED CONCRETE SLAB. TOP OF BARREL SECTION UNDER TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR APPROVED EQUAL. EXTERNAL WRAP (GATOR WRAP OR APPROVED EQUAL) REQUIRED ALL JOINTS IN MANHOLE TO HAVE PROFILE GASKETS PER ASTM C443 **DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OF WALL. MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. REINFORCE IN ACCORDANCE OF MNDOT STANDARD PLATE 4011E. GROUT BOTTOM CATCH BASIN MANHOLE IN GREENSPACE N.T.S. Z >- a0- U 0 O 0 0 (n w W D 0 to U) 0 Z_ Q 0 LLJ o Q N 0 O 0 PLAN VIEW CURB -CUT (WIDTH VARIES) SPECIFICATIONS N M 00 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE m v / ` % PLAN VIEW NOTES STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM LJJ m 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CURB COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. CONCRETE AIR °° 00 N CONCRETE INLET — epcK of cuRe AND RAIN GUARDIAN TURRET MAY VARY WITH SITE ENTRAINED (5% TO 8.5% BY VOLUME). MANUFACTURED AND DESIGNED Z Z — / CONDITIONS. TO ASTM C858. LDZ DISTANCE VARIES 2. CONCRETE BASE EXTENDS BEYOND THE FILTER WALL .. Lij X Q 1= U_ OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH 2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH A Q W 0' INSURMOUNTABLE CURB FACE � ,\ INSURMOUNTABLE CURB FACE DISSIPATOR. STANDARD HOOK. 0 0 0 0 3. FIBERGLASS TOP GRATE (32 LBS, 1-1/2" THICK) - 1,760 LB LLJ-1 O LL. Lp 14441 RAIN GUARDIAN TURRET CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD. O~ MryJ� (CONCRETE BASE INCLUDED) - OJ W �V J Lu 3D VIEWS INSTALLATION NOTES O DC 1. INSTALL THE CLASS 5 BASE (COMPACTED TO 95% STANDARD CO bo PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VARY BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAIN POSITION RAIN GUARDIAN TURRET SO PRIMARY"t" GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL TO AVOID SOIL INTERFERENCE WITH FILTER INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE 1'10" BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTION if OVERFLOW ELEVATION) TO ACCOMMODATE THE 1' PONDING DEPTH, 6" v CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE T-10" (INCLUDED). THEREFORE, THE TOP OF THE CLASS 5 COMPACTED BASE IS PRECISELY 1'4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO THE RAIN GUARDIAN TURRET WILL BE 10-1/2" ABOVE THE TOP OF THE ELEVATION VIEW J CONCRETE BASE AND 1-1/2" BELOW THE GUTTERLINE ELEVATION TO r:. ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAIN - INLET INSURMOUNTABLE CURB GUARDIAN TURRET. _ RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) ! � _ i RAIN GUARDIAN TURRET INLET f TOP FIBERGLASS GRATE .� 2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE. GUTTERLINE - HIGH VOLUME OVERFLOW - ' 6., ° - : GU17ERLINE St r ; I 3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET AND BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD MATCH _ 4 5".;= �'`?tt Q THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF THE RAIN GUARDIAN TURRET ON THE BIORETENTION SIDE. SITE SPECIFIC -- _ V-1.75" BASIN BOTTOM 4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET OF 10.5„ SITE SPECIFIC - PRIMARY POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN TURRET ' 5.5" - REMOVABLE OUTLET FILTER WALL AND CONCRETE INLET BEFORE POURING INLET. 4" 5. SIDE CURBS OF THE POURED INLET MUST HAVE AN of INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FROM CLASS SAGGREGarE 6" ELEVATION VIEW NOTES OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET. 1. THE TOP OF THE CLASS 5 BASE (COMPACTED TO 95% L STANDARD PROCTOR) IS PRECISELY 1'4" BELOW THE 6. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER GUTTERLINE ELEVATION. FABRIC ON THE INTERIOR SIDE OF THE RAIN GUARDIAN TURRET. ----- RAIN GUARDIAN TURRET REVISION HISTORY DEVELOPED BY: IN REV BY DATE DEBCRIPTION AK6XA P R E T R EAT M E N T CHAMBER VAN A MDH ,,,,6/2022 TURRET- 1' CISTRET u ApDIAN BIORETENTION PONDING DEPTH. 1 MANUFACTURED BY: UBPA18ffM&8,601,018AlD8868804 _ PRETREATMENT FOR BIORETENTION S toneWorks TYPICAL DETAIL VARIABLE SCALE � ARCHITECTURAL PRECAST/CAST STONE Rain Gardens " Swales " Filtration Basins - Infiltration Basins www.RainGuardian.biz NOSPATENT 8501,016 AND 8,858,804 —0—vaecnsT co"c"ere nssoaanoN Z >- a0- U 0 O 0 0 (n w W D 0 to U) 0 Z_ Q 0 LLJ o Q N 0 O 0 zN z O C) N M 00 m v / ` M O LJJ m 0 Lii °° 00 N Q W Z Z YO Ym, LDZ m .. Lij X Q 1= U_ O"ZJ U> Lu Q W 0' 2 > J 0 0 0 0 0 LL zN z O C) N M 2 v / ` M O LJJ Lu M LI- Lf)O ,I- WZ ♦ ^ °° 00 N Q W O � N W H W Ym, 0. Q m .. � W X Q 1= U_ O"ZJ Z�Q wN Q'N U) LULu Z U) O �) U � � 2 DZZ U) 'co, [zM V LLJ-1 O LL. Lp OQ 0 �J� O~ MryJ� Z>> OJ W �V J Lu � � SHEET NO. z 2 LJJ Lu z0 U J V) p J 0 Q w Lu ULu o +j O DC CO U SHEET NO. 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 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. 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 MONTICELLO SUITES BRIGGS COMPANIES ELM STREET & 7TH STREET WEST CITY OF MONTICELLO,, SHERBURNE COUNTY, MN CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson & Associates, Inc. CIVIL ENGINEERING LAND SURVEYING ENVIRONMENTAL SERVICES CaCI= ••L Glearwate: •• Ee�ke� .. Sa I:d a Siltar 1J H SHERBURNE COUNTY, MINNESOTA mwl� AUGUST, 2023 PRELIMINARY PLANS PROJECT LOCATION k fm %� -7-77, VICINITY MAP ^Ok Y W it z dM - z NO SCALE Sheet List Table Sheet Number Sheet Title Co Cover C1 Removals and Tree Preservation C2 Site Plan C3 Grading Plan C4 Utility Plan C5 Stormwater Management Plan C6 Erosion Control Plan C7 SWPPP Narrative C8 City Details C9 Site Details REV DATE DESCRIPTION NO. 08/16/2023 DRAWINGS ISSUED TO CITY 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 \ s E -- 's, --s / \9 \ SM\ *t llp STMH 3 FSI ,A - 19 6 / ° / \\ \ \ \ Q, - / AUL PROTECT TREES ON BOUNDARY WITH\ _� OROGE CONSTRUCTION FENCE \ S`� S STMH 4 K �— s s 'o _ s �S �\ FES 36" CMP S Sr" \ \ Elev.• 932.55 s � D673 � � 7 zl/l/ / IQ s9 \ \ \ SMH 8 9d' s FES 18" CMP / s \ 9si C De v.• 958.62 / / / / \ \ \ \ i 78' CURB CUT / / / / 50•, \� \SBL \ / / / Fmi FES 18" �P Dev.• f9.01 K / / 958 \ \ S94 -%( \ \ \ MAINTAIN MN`DOT FZNCE \ se / ` 61 Sed \ seg sec sec / / m LEGEND: EN 0 REMOVE PAVEMENT SECTION (AS INDICATED). REMOVE EXISTING TREES (AS INDICATED) REMOVE FEATURE (AS INDICATED) SALVAGE (AS INDICATED) SAW -CUT DEMOLITION GENERAL NOTES: 0 20' SCALE: 1" = 20' 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE PROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONS INCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS, ETC. 2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS (UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM 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 CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. 5. 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. 6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY FEATURES TO REMAIN. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 z } O U o cn W W U) 0 �2 U) z 0 �o 0 O M O O 0 L0 N O M N ' I O v N M O m U) z o 0 co m 0 W z00 «w N Q W z z Y L O M g UIU 5;mQ .. W FLL O U Q W ♦^ 2 J 0 0 0 0 0 LL zN O v N M O U) z o 0 M L� W z00 «w N Q W � O N W H W Y� M g UIU 5;mQ .. W FLL O "ZwQ ZJ Lu C-4 CZ'N ♦^ wwZ deo /c/j�) V♦ � � 2 Z:)ZZ c) N O�M V U) Lu v o 0 O 'D~ oV Z> > QUW OJ W �H V) to W W F_z Z)Q a— O G JO Lu U U_ V z(D O Or - 2 c 2m SHEET NO. I z p > Lu O V„ U Lu t1A � i LLJ cl K � s �- s � - �, - FES 36 " CMP S s ST&, \\ \ `7ev,• 932.55 s / \v l D679 SIGNAGE NORTH INFILTRATION BASIN V A AULSTMH 4 / 9 °X, 9�0� �S9 �� 7TH ST. W DRIVE ENTRANCE (TYP.) SMH % as 99 \ U 8 O 0: FES /8" CMP / / �F� ° s "A 1p.�� De v. 958.62 O e / � =E� VATION OF ACCESS TO LOWER LEVEL UNDER R=20' S _ F zeR z _ BUILDING PARKING - R=20" ^ / ° O R=20' R-20' ., / �'ka0; x3p�" � � w w w L=31.4' L=_32.9' SOL 23.3'1-1 lo ro W W w RETAINING L SBL WALL R=20' SBL / O zeR / R=10' 17^o "d 3>° 3p. O L=12.5' R=5' / 0" 16.3' L=10. \ L=24.0' / qi'i R=5' • s>:°, % / W W W w W W w. , W 20.°.k�0 '� _97C� ft1 W ✓ ✓ W \ •AR 30• LEVEL 0 ENTRY +33;�(ERHEAD DOOR .[ ARCH. (950.0' =950'_0") UGGS) \ ELM ST DRIVE ENTRANCE(TYP.) / 1 C16 R=5" O/�d BOO ,� O z4 R=4' L=9.8'�� O� Q p °x30:°. L=11.1' ADA RAMP2O R_20'/ / / 8, O`X4F ^° h L=307L L=7.8' ° �QOv / \ ¢1 "ail �0�'°. , � 26-Ol1TDOOR OY • • . . , / PARKING ^ O • O • • / srAus Ov PLAY AREA R=20' Qg�('' , R=10' \. \ \ \ PARKING / % �v `j \ \ �O 560UTDOOR 22 3?p / n \X L=7.9' gRkFsse R=5' \ RAIN TURRET V � STq� N° F 2 6'90'' B612 CURB &GUTTER ^�, \ 2 \ co \2\3\ \ 0�26'� S&4 , 2 TRASHENCLa X80 8p0'\ \ \ M \ CENTRAL � RAL INFILTRATION BASIN �/SF // RP/IN TURRET \ .•O. R=5' R=10' \ R-20� \ L=28.1' \ L=7.9' L=11.9' E ' ^ o RAIN TURRET N� \ \ \ \ \ 28 01 \ W y\W W W yR-5 � '10, \ L=7.8' L� O.. R=10' s a( L=19.5' NG � ��Q AKIN ooR \ \ \ \ \ � •, // //// / O'S�T \ \ \ R.9' S o DETACHED GARAGES v 44 ^ / ti Las 6 e< PARKING STALLS TOTAL \ \ \ L 6A' \ OPTIONAL GARAGES CAN BE o R=5aalN000RCARAceaARKlNcsrALLs ' CONFIGURED TO BE l / 3, / EAST INFILTRATION BASIN L=7.9'/�o COMBINED /✓ "// // /• \ \ sk L=7.9' \ \ \ o IL 7.00; G / / / �/ \ V SBC 406 � \ � O S L=8.T \ /L � / / Se � / sk m ,z S&L \ 22 V \ \ \ \ 34 -OUTDOOR \\ �eC PARKING \ STALLS Set L=14.9' R=15' �- L=19.8' /� 1-94 LEGEND: N po PROPOSED ASPHALT PAVEMENT PROPOSED GRAVEL SURFACING 0 40' A a a PROPOSED CONCRETE PAVEMENT SCALE: 1" = 401 W W W W W W W W W W W W W PROPOSED TURF ESTABLISHMENT W W W W W W W z } O �0 U o U) w Lu U) D L7 U) z 0 LU CONCRETE CURB AND GUTTER - B612 0 0 PROPOSED SIGN SITE PLAN NOTES: 1. PAINTED PAVEMENT MARKING DIMENSIONS 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 137 UNIT APARTMENT BUILDINGS 100 UNITS (THREE LEVELS OF APARTMENTS AND TWO LEVELS OF A COMBINATION OF PARKING AND APARTMENT UNITS) 137 / 6.0=22.8 UNITS PER ACRE =137 TOTAL APARTMENT UNITS =101 INDOOR LEVEL (1) HEATED ATTACHED COMMON GARAGE PARKING STALLS =17 INDOOR LEVEL (1) HEATED TUCK UNDER GARAGE PARKING STALLS =44 INDOOR DETACHED GARAGE PARKING STALLS =162 TOTAL INDOOR PARKING STALLS, 162 /137=1.18 163 OUTDOOR PARKING STALLS TOTAL TOTAL PARKING STALLS=321 325/137=2.37 PARKING STALLS PER UNIT IMPERVIOUS CALCULATIONS -PAVEMENT 107,800 S.F. -BUILDING 46,715 S.F -GRASS 106,644 S.F. -TOTAL 261,159 S.F. % IMPERVIOUS 59.1% UNIT MIX PER BUILDING LEVEL (0)= 5 UNITS STUDIOS -1 ONE BEDROOM -1 TWO BEDROOM -1 THREE BEDROOM -2 LEVEL (1)=27 UNITS STUDIOS -3 ONE BEDROOM -6 TWO BEDROOM -10 THREE BEDROOM -8 17 -TUCK UNDER PARKING GARAGES LEVEL (2)=35 UNITS STUDIOS -4 ONE BEDROOM -9 TWO BEDROOM -14 THREE BEDROOM -8 LEVEL (3)=35 UNITS STUDIOS -4 ONE BEDROOM -9 TWO BEDROOM -14 THREE BEDROOM -8 LEVEL (4)=35 UNITS STUDIOS -4 ONE BEDROOM -9 TWO BEDROOM -14 THREE BEDROOM -8 CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 U>iO N U Q o ED Lo W O O co I I z O U N M m m ♦ V^ z w O O m 0 w z °° op N Q W Z Z Y u- O (�Z m .. L w X Q �w O"ZJ Z�Q wN IZ'N U) ww J 0 0 0 0 0 LL zN z O U N M w 9)/ ♦ V^ z w O O Z LoV lfj -'j- W Cl) z °° op N Q W LL N W F_1 W Yr li5; Q m .. L w X Q �w O"ZJ Z�Q wN IZ'N U) ww (neo ♦Z �/^) V♦ � DZZ (n N LlM V _D � LD F_ OQ 0 �J� O~ MryJ� -1 Z>> QUW OJ W �V �H SHEET NO. C2 Q W Ln z w w Z o U V) O t1A JO Lu U o U cn V a--+ z O _D � cc� G m O U SHEET NO. C2 Q W Ln \ s s \ IMH 2 s NORTH INFIL. BASIN EOF \ / TREAT 5.80 TREATMENT VOL.=2,284 C.F. O ° RA 2V AUL �C SMH 4 LEGEND: s TEMPORARY ROCK CONSTRUCTION ENTRANCE c� \ \ s EROSION CONTROL BLANKET (PER DETAIL) \ \ s FES 36" CMP s STM.. \ Kiev.• 932.55 \\ \ ASF GRADING LIMITS AND PROPOSED \ \\ TEMPORARY SILT FENCE \� FIBER -LOG ROLLS PROPOSED RIP RAP \ 0678 X 980.50 TC NEW TOP BACK OF CURB ELEVATION X 980.50 FL NEW FLOW LINE OF CURB ELEVATION 946.20 FG \ \ EOF=945.80 \ \ ` X 980.50 SW NEW SIDEWALK ELEVATION 4 C.Y. OF CLASS 2 RIP -RAP X 980.50 TP NEW TOP OF PAVEMENT ELEVATION \g , 944 94S 946 STMH '� X 980.50 TG NEW TOP OF GRAVEL ELEVATION 4 \ _ 9 8 g 94 \ \ \ \ \ \ \ s B �-STMH 4 )0 FG \ X 980.50 FG NEW FINISHED GRADE ELEVATION \ \ x 980.50 Ex EXISTING ELEVATION \ ` SMH 7 984 PROPOSED CONTOUR _ s \CB PROPOSED SLOPE FES 18" CMP 950.50 FG \9si \11 1 1 E.O.F. EMERGENCY OVERFLOW Elev.• 958.62 / / / 950.00 FG \ \ � \ ss � � F.0. / 1 948.90 TC CB - TEMPORARY SEDIMENT FILTER- HIGH FLOW �, /� 8 cl // \ 948.40 FL r 0 40' SCALE: 1" = 40' I- _ _ / m ` 949.70 TC 952` \- -�_ - 949.20 FL 950.00 TW u o _ 961.00 SW qRq FF` qRT \953 \°o- 955.83 FG Jo FNT ` SBL 953.00 TW 0' 9`SQ ?90 950.33 TC. / 961.00 TP 1 00 954 SB 949.72 TC 949.83 FL ` 961.00 sW 96, FLS®Q%7 949.22 FL SBL / \ / / "d \ gy5 �v �� 957.00 TW �1.2% ^950.00 TC / 1 957.00 FG \ � 5� s \ 0 951.50 T 949.50 FL 961.00 SW 961.00 FG 959.45 FL 982 950 GRADING GENERAL NOTES / 960.15 SW s \950.00 TC, / FSW L 959.45 FL 950.50 T L 949.50 FL 950.00 FL � / 950.35 / 959.95 SW/ 96088 SW 950.50 TC 949.85 FL . 959.45 FL 950.00 FL 955.00 TW \/ �� 959.80 TIC �� 0�� 888.30 FL �° 9570 / \ \ \ 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS �/ / / o a m �° // // \ IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER 960.25 TC 959.75 FL /�� ,�� 960.88 SW 961.00 SW h�s� // // \ \ BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 954.20 TC �� g�3 / \ y 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS n . 953.70 FL 9 / // WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY \ / 96o.o8sw ? 959.13 TC co o �, So gyp // �' COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND J 959.00 FG /'�� 958.63 FL W� 960.05 SW / COMMENCING WORK. �/ / 961.50 TC 1 C.Y. OF CLASS 2 RIP -RAP (EA.) 95. / / / 961.00 FL i / 959.44 FL ^. \° 959.45 FL 4 / / 960.00 TC \ 959.45 FL o / 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS / 959.50 FL '�� '�� F� 959.50 TC � � F4m`O o,`" � �`/ 960.00 FG / ?o, 959.00FL ,,% 9S9 EOF-955.80 yy� / RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). / 960.70 TC ``9S / 954.00 TC / / o / o < S 953.50 FL 960.20 FL / � o . � � / / 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH 961.10 TC 960.60 FL/ 1 F GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO 4 ( 7 959.50 TC 960.25 FG 4`1 / 960.47 TC \''0% °% 959.45 TC . 959.00 FL 9Ss 4 C.Y. OF CLASS 2 RIP -RAP REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY / 959.97 FL 958.95 958.95 FL 988 00 gsa 961.00 TP 58.00 TC 957.77 TC ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT , O � � 9 / / / '40 �S` 57.50 FL F4, 957.27 FL / / BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE 960.50 TC gSs 2% F D61 50 I,' 960.00 FL 2?a 958.99 TC 4200 9S / / PROJECT. g'0 � , gSS 958.49 FL / 961.00 FL �I° �° // 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN \ o a CENTRAL INFIL. BASIN � � ` 2 / \ \ 9 a <7So FL s o 961.00 TC EOF=958.00 9s F F< / PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE 880.80 FL TREATMENT VOL.= 10,236 C.F. 957.5 Tc � � ` S 9S � ` � �.°% 'o% � 1 C.Y. OF CLASS 2 RIP -RAP \ \ so SeC \ 101 7 i o , / 957.50 FL\ � ` s � \ / 957.50 TC / CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE 960.55 TC 961.00 TC gs,. 958.00 TIC /957.00FL / HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE \ \ \ 960.05 FL 960.50 FL 9S6957.50 \S8 957.50 FL / \ 960.87 TC \ �h / / SLOPES BY GENERAL CONTRACTOR. \ \ 960.37 FLS s 960.50 TC 1\9958.55 TC EOF=958.00 \ 5( \ 960.00FL °j F `` 958.05 FL 4.09° �` / / 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. \ O Se F Ory 9Sg ° �y� // / EAST INFIL. BASIN \ < 41 / / 7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, \960.90 TC N °° 95,9.20 TC // EOF=955.80 \ 950.40 FL 4 960.21 TC 960.07 TC 558.70 FLry ° 958.75 TC •�.i/ m`O / TREATMENT VOL.=2,416 C.F. FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE 959.71 FL � 95 \95( ^. ^ �_ / DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. \ \ FL o � � 958.25 FLS / GqR�" T // IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS \ \ \ FF, %Qon qGF ° 95935 C\ / / REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS F42 958.85 FL SHALL BE INCIDENTAL TO THE CONTRACT. 959.80 TC F( 959.30 FL ''So •• 3 C.Y. OF CLASS 2 RIP -RAP 8. IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. THE CONTRACTOR 960.00 TP / SHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE 958.50 TC / 3 C.Y. OF CLASS 2 RIP -RAP 958.00 FL / ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR 959.35 TC/ // TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE 958.85 FL �� / o`° // ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED 1 4_4�/ / WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION \ sk 960.00 TP SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. m �� / / / 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 960.48 TC / / AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE \ \� 959.98 FL T� � 5,5 // // ENGINEER. \ o / °_� // // 10. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHER 959.74 TC 959.25 TC / POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET 959.24 FL 958.75 FL / \ / / HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS 959.43 TC / ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO 958.93 FL / .L \ 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. z } O O U o U) w Lu U) o Ln co O z 0 w o Q N o co Oil III LuZ N 0 0 z � < o C� O N m m m o 6i z Z Y � O J 0 0 0 0 0 L- O� JCS '� VO G. O� A-I� �O zN V) O v W N M �z U/ ` 0 O O - o L0 ♦^ WZ 00 �op N Q W � O N W WY- a Q U w� .. - L w mQ F LL. LU O"ZJwN ZwQ Q'N wWZ -1_f U Z:)Zz O� Q LL CO O0wO �J� O~ MryJ� Z>> QUW OJ W �V or- -H SHEET NO. C3 W I I I V) W W �z 0 u z OLu J z U u a) Q z(D v O or- o I m `~ U SHEET NO. C3 W I I I FES 18" CMP Ele v.• 958.62 OV a N W \\ 7 LEGEND: �T \ SMH 4 << PROPOSED STORM SEWER �K s I PROPOSED WATER LINE s z } / * C \ \ / s > PROPOSED SANITARY SEWER v \ 7 \ s a U / s I -I PROPOSED FITTING ~ IMH 2 / \\ \ FES 36 " CMP � _ U 0 Kiev.• 932.55 s 0 40' W D w PROPOSED WATER SERVICE 0 U) LO \\ s PROPOSED SANITARY SERVICE / \ U SCALE: 1" 40' EOF=945.80 NORTH INFIL. BASIN s PROPOSED SANITARY MANHOLE = a `- \\ 0 / TREATMENT VOL.=2,284 C.F. �\ PROPOSED FLARED END SECITON 7 PROPOSED STORM MANHOLE M Lu PROPOSED CATCH BASIN N 9a� \ EOF=945.80 \ \ ` ►� PROPOSED GATE VALVE & BOX 4 C.Y. OF CLASS 2 RIP-RAPxv PROPOSED HYDRANT w o , / �a� 9 s4j 94s 94 FST\ STMH 3 v e PROPOSED CLEANOUT z 949 Qg \ B \ \ �: O••� �� PROPOSED RIP RAP cMy) U STMH 4 � •��•�• � g � EXTEND 8" SDR -26 SANITARY \ 6 \ H Lo O SERVICE 20 LF @ 0.50% MIN. \ N CONNECT TO BUILDING. / \ O co \ ` \ sk `95.9 \ 1 CB RIM -958.70 E INV. -955.70 / 3 FES %-7 / INV.=954.50 / / / / / / / \ �2 CBMH \ � � RIM=958.75 W INV.=955.00 NE INV.=955.00' CONNECT TO EXISTING STRUCTURE S INV.=945.00 8 CBMH / \ RIM=949.50/ \W INV. =945.50 / //NJ NV.=945.50 / / •950 / 31 LF 16-0 RCP @ 1.02 / / / / / / 4 C.Y. OF CLASS 2 RIP -RAP / 6 STMH RIM=955.50 N INV.=951.50 / / / / 1 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. 3 C.Y. OF CLASS 2 RIP -RAP 3 C.Y. OF CLASS 2 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. WATER LINE SHALL BE A MINIMUM 8.0 FEET DEPTH UNLESS SHOWN OTHERWISE ON PLANS. 6. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 7. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 8. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE SDR -26 PVC. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. 10. 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. 11. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGH DENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE. 12. 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. 13. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. 14. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 15. 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. 16. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: 16.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. 16.2. ACCEPTABLE MANUFACTURERS / PRODUCTS: 16.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" 16.4. PRESS -SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAL 17. 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). 18. 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. zN z O U N M O m m m w 0 - 0 Lu Zw «w N Q Lu Z Z Y O (�0 U W r` Z W coQ F LL LU O"ZJ U Q W 2 J 0 0 0 0 0 JUL zN z O U N M O z00 w 0 - M Ln W Zw «w N Q Lu 0�o N WH U) Ycl) a Q U W r` .. - W coQ F LL LU O"ZJ Z�Q WN Q'N LU LuZ W u) op F__N rQ1'� /c/p� V♦ > Z ?ZZ O M V L�WO loo O � J� O ~ MryJ� Z> > QUW OJ W �V �H SHEET NO. r� z Lu w �z 0 U V) O JO U o U z ILD oc O 2 5O L W `~ U SHEET NO. r� )e'K / N O m 755�,MH UL NORTH INFIL. BASIN EOF=945.80 \ �\ / TREATMENT VOL.=2,284 C.F. \ \\ LEGEND: N AREA CN =�oo�paPROPOSED RIP RAP - io>oo • o > BUILDING � U X 980.50 TC NEW TOP -BACK OF CURB ELEVATION 106,644 0 TOTAL WEIGHTED 261,159 83 X 980.50 FL NEW FLOW LINE OF CURB ELEVATION0 40' 0 0 6929 3173 TOTAL: X 980.50 SW NEW SIDEWALK ELEVATION 10236.5 or - LL" NORTH INFIL. BASIN 955 518 X 980.50 TP NEW TOP OF PAVEMENT ELEVATION SCALE: 1" = 40' zz z REGIONAL POND 904 Q X 980.50 TG NEW TOP OF GRAVEL ELEVATION 2160 1380 TOTAL: cCw0 i) 2284.0 X 980.50 FG NEW FINISHED GRADE ELEVATION EASTINFIL. BASIN 955 309 J 0 X 980.50 EX EXISTING ELEVATION W o 1106.5 ~ N 984 PROPOSED CONTOURCD 0 CO F- PROPOSED SLOPE 2416 COMBINED VOLUME E.O.F. EMERGENCY OVERFLOW EOF=945.80 \ 4 C.Y. OF CLASS 2 RIP -RAP \ \ \ \ /916- 944 ' 9 / �b0 94j 4S 946 i 949 94g \ n SBL, •950 / / �4 C.Y. OF CLASS 2 RIP -RAP 1 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. C.Y. OF CLASS 2 RIP -RAP C.Y. OF CLASS 2 RIP -RAP / / / / old i / / / / / / / L � DRAINAGE NOTES: 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 107,800 S.F. OF PROPOSED PAVEMENT AND THE BUILDING IS AROUND 46,715 S.F. 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. 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 107,800 98 BUILDING 46,715 98 GRASS/PERVIOUS 106,644 61 TOTAL WEIGHTED 261,159 83 ALL STORM WATER IS DIRECTED TO THE STORM SEWER WITHIN 7TH STREET WEST TO OUTFLOW TO THE REGIONAL POND. VOLUME RETENTION THREE INFILTRATION BASINS ARE PROPOSED ON SITE TO PROVIDE VOLUME CONTROL FOR A 1.1 INCH STORM. WITH 14,163 S.F. OF PROPOSED IMPERVIOUS SURFACE, 14,163 C.F. (525 C.Y.) OF VOLUME IS REQUIRED TO BE HELD WITHIN THE INFILTRATION BASINS. THE COMBINED VOLUME OF THE BASINS TO THE INITIAL OUTLET IS 14,936.5 C.F. (553 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. N O N C) 0 z U` 0 O O L0 N O M N CONTOUR AREA VOLUME BETWEEN CENTRAL INFIL. BASIN 955 1356 0 0 956 3504 2430 W 957 5763 4633.5 Cf) 957.5 6929 3173 TOTAL: LLI 10236.5 or - LL" NORTH INFIL. BASIN 955 518 O"zJ zz 956 1290 904 F- oo Cf)V♦ 956.8 2160 1380 TOTAL: cCw0 i) 2284.0 Lu EASTINFIL. BASIN 955 309 J 0 0 0 956 1904 1106.5 956.5 3334 1309.5 TOTAL: 2416 COMBINED VOLUME 14936.5 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. N O N C) 0 z U` 0 O O L0 N O M N zN ' I �: N M V ♦ z 0 0 m M LO� W m z00 �o? N Q Lu Cf) ofco N LU W H m 0 LLI or - LL" .. � w U) X Q w O"zJ zz wN �N Y -i O F- oo Cf)V♦ //)� =0Z oN cCw0 i) [LA (D r- Lu 0-1Of z>> �Uw of �V J 0 0 0 0 U LL zN O U N M V ♦ z 0 0 M LO� W z00 �o? N Q Lu Cf) ofco N LU W H wY� or - LL" .. � w U) X Q w O"zJ ZQ (Y wN �N QC� 5- w F- w w Z F- oo Cf)V♦ //)� =0Z oN cCw0 i) [LA (D r- M0 0-1Of z>> �Uw OJ �V �� () V) W LU ~z Q O JO Lu U U_ V z� O 2m SHEET NO. z Q J 1 z W U +-+ W toz 0 a� oc U Lu o Q o U V) \ I \ s� SMH 3 s s / s \ � \ s EQ— o W :! j \ /*� cl s /\ o �, X, / Is, 0 FES 18 CMP / El e v.• 958.62 1 / / kf IK w ROCK CONSTRUCTIONEXIT� s NORTH INFIL. BASIN EOF=945.80 / TREATMENT VOL.=2,284 C.F. j/ SF F 240 S.Y. OF EROSION CONTROL BLANKET _ \ \ \ Set REGIONAL POND `K s� �— s� � s 7� s� � s STMH \\ \EleW 932.55 D67F F=945.80 C.Y. OF CLASS 2 RIP -RAP S � INSTALL 432 LF \ g ---S TMH 4 \ OF TEMPORARY SILT FENCE SMH 7 / / 9S2 950 s / 95119 \ � /• / / / / -ss / /4 C.Y. OF CLASS 2 RIP -RAP / / / / / —1 C.Y. OF CLASS 2 RIP -RAP -EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. S.Y. OF EROSION CONTROL BLANKET -INSTALL 20 LF OF TEMPORARY SEDIMENT LOG C.Y. OF CLASS 2 RIP -RAP --3 C.Y. OF CLASS 2 RIP -RAP INSTALL 20 LF OF TEMPORARY SEDIMENT LOG INSTALL 1144 LF OF TEMPORARY SILT FENCE \/ \ INLET PROTECTION (TYP.) \ / / \ L 494 LEGEND: ----------- i` tai` tai` tai` tai` tai` t ASF d°ice 984 0 TEMPORARY ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET (3N) GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE FIBER -LOG ROLLS PROPOSED RIP RAP PROPOSED CONTOUR EMERGENCY OVERFLOW TEMPORARY SEDIMENT FILTER- HIGH FLOW EROSION CONTROL NOTES: 0 20' SCALE: 1" = 20' 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: 3,428 LF • BIOLOG: 80 LF / 1 EACH REGIONAL POND `K s� �— s� � s 7� s� � s STMH \\ \EleW 932.55 D67F F=945.80 C.Y. OF CLASS 2 RIP -RAP S � INSTALL 432 LF \ g ---S TMH 4 \ OF TEMPORARY SILT FENCE SMH 7 / / 9S2 950 s / 95119 \ � /• / / / / -ss / /4 C.Y. OF CLASS 2 RIP -RAP / / / / / —1 C.Y. OF CLASS 2 RIP -RAP -EAST INFIL. BASIN EOF=955.80 TREATMENT VOL.=2,416 C.F. S.Y. OF EROSION CONTROL BLANKET -INSTALL 20 LF OF TEMPORARY SEDIMENT LOG C.Y. OF CLASS 2 RIP -RAP --3 C.Y. OF CLASS 2 RIP -RAP INSTALL 20 LF OF TEMPORARY SEDIMENT LOG INSTALL 1144 LF OF TEMPORARY SILT FENCE \/ \ INLET PROTECTION (TYP.) \ / / \ L 494 LEGEND: ----------- i` tai` tai` tai` tai` tai` t ASF d°ice 984 0 TEMPORARY ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET (3N) GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE FIBER -LOG ROLLS PROPOSED RIP RAP PROPOSED CONTOUR EMERGENCY OVERFLOW TEMPORARY SEDIMENT FILTER- HIGH FLOW EROSION CONTROL NOTES: 0 20' SCALE: 1" = 20' 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: 3,428 LF • BIOLOG: 80 LF • ROCK CONSTRUCTION: 1 EACH • INLET PROTECTION: 12 EACH • EROSION CONTROL BLANKET (3N): 290 S.Y. • RIP RAP (CLASS 2) 18 C.Y. Z } �0 U 0 U) w Lu U) 0 L) U) O z 0 N p o o UCD ° o O Lu co zN z O v N M O m V) m U) z w C) 0 m 0 W •• Q op zop N Q W Z Z Y O (� UCU > r� mX Z � W Q H LL Lu O U Q W 2 J 0 0 0 0 0 LL zN z O v N M O V) ate+ U) z w C) 0 z M Ln W � Q op zop N Q W N W H W Y� a a UCU > r� mX � .� � W Q H LL Lu O "ZwQ ZJ WN IZ'N wwz W c~i)� ~ rQ1'� /c/p� V♦ > Z ?ZZ � O�M V WO LL OO0J0�Oti m ryV Z>>J OHM<5z � SHEET NO. z V) ate+ Lu w z o Q �--+ V) O CSA JO U o U (/) V z (D O � 0 m `- U SHEET NO. 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 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 3.55 BECKER, MN 53308 TELEPHONE: 763-262-8822 EMAIL; CDAHN@BOGART-PEDERSON,COM OWNER: °° 2 N 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 w N �N CITY w w z TELEPHONE Z EMAIL � CONTACT NAME p LLJ MAILING ADDRESS 0' CITY J TELEPHONE 0 EMAIL 0 LL 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 3 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: 3.55 ACRES NEW IMPERVIOUS AREA: 3.55 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. ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT: ITEM UNIT ESTIMATED INITIAL QUANTITY TEMPORARY CONSTRUCTION EXIT EA 1 TEMPORARY SEDIMENT FILTER EA 12 TEMPORARY CONCRETE WASHOUT EA 1 TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA 1 TEMPORARY SEDIMENT LOGS LF 80 TEMPORARY SILT FENCE LF 3,428 EROSION CONTROL BLANKET (3N) SY 290 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 . 7.,r qf. hAarttic�ge r nµntry [I uh f3ialr COLirse Rd 0.5 MI r - O�"•s - e� �L a �tiapfiaii AVE Brldpvlew k.,: Morlticello Z >_O F- a U E O 0 o U) w Lu D 0 U) U) U) C� Z_ 0 w N � o Q N 0 0 00 0 WO IY Z ' M 2 2 C, 0 O N o :2U a 0 co o 0 co zN Lu V) w O v N M IT Z O m 00 o 0 - co Loj- �A WZ °° 2 N co m 0 Lu W Yco a QU w� .� - Z Z Y - O w N �N U w w z U) op ~ Z >�ZJw Z�M?Z0 � V p LLJ Q w 0' 2 J 0 0 0 0 0 LL zN Lu V) w O v N M IT Z O ♦♦^^ z 00 o 0 - co Loj- �A WZ °° 2 N Q W �o N W H W Yco a QU w� .� - Of w mQ F LL O Z J zw< w N �N U) w w z U) op ~ rQ1'� V) >�ZJw Z�M?Z0 � V "nwo0� O N� I..I. "~ ryV >O Z>QM OHJ O UW SHEET NO. C7 Lu a z V) Lu V) w z ate+ Z O Q �--+ V) t1A - J p w U O U a) T z� O N� I..I. SO G co O U SHEET NO. C7 Lu a z V) Gravel pad(s) MnDOT Class CA -15 SAME SLOPE AS ROADWAY Or CA -25 Rlprap Bedding g,ss Geotextile fabric Original grade HORNTAL °. _ IZO o Z CONCRETE CURB LD >- (FORMS MAY BE TILTED) AND GUTTER SECTION B -B U REVERSE SLOPE GUTTER SECTION (not to scale) O Ribbed or Corrugated steel plates W o DIVIDER PLATE 3"R ° 1 " 1 / 2 0 Q � 3 3"R Q SLOPE 0.06 FT/FT s" 13 1/2 ^ a a EXPANSION JOINTS o o 0 o Original — � O STREET OR C SLOPE EXPANSION Geotextile fabric SECTION A—A grade Z BUILDING INSTALLED BY PRIVATE CONTRACT - INSTALLED AS PER CITY CONTRACT - -- 2" MIN `"�- JOINTS 6' A B (not to scale) of Q TRACER WIRE LOCATE BOX GROUND LINE„ 2^ 7" `` .� ° `- / / � `HORIZONTAL m e a, a a a <d a a ° a a a a as °a a° 5, NOTES: Channelize runoff to sediment Sediment Trapping Device N Q a ° � tra in device pp g w O l - �/ 2^ , a a oa a a a a Q N 21 _ R WIRE SPLICE LINE / MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 HOTHERWISE a a ° o a aR 1 8„ "° a a a Q STANDPIPE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 R P I P RMITT TH F RMCO E SLOE S E ED E 0 4 4 CONCRETE o.0 7 CU YDS /LIN FT (6612) MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE — 21.1 FT CU. YDS. B612 N T T C E E 0 BEoGU EXPANSION EXPANSION POURED INTEGRALLY A JOINTS MTT > - WPOLYETHYLENE STEEL AWG 12 GAUL COPPER—CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITRACER WIRE 30 MIL HIGH DENSITY WITH CURB JOINTSCOPPER—CLAD DIVIDER PLATE 3"R GREEN COLORED JAYILENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATEPROVIDE UNDER CIN CONTRACT1/2CONTRACT3"R N _j oSLOPE t(2 3� 13 1 2 6" / P LAN j �O 0.06 FT/FT 10 oR � / o Ribbed or Corrugated steel plates o U Q 112 LU 0— 1" COPPER WATERMAIN SLOPE 3/4"/FT / A A � COPPER—CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY 2" MIN 2 7" 30 / o I F B o POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CIN CONTRACT i B618 CONCRETE CURB AND GUTTER Q / o o E E o / o 0 o o o 0 i } m _ _ SANITARY SERVICE O MAINLINE SANITARY SEWER ^ HORIZONTAL / $ / LINE / 1g VARIABLE „ LE it/ " /4 pER /MIN 4 ' / 0 v o / o <7 o �C 0 0 Y o �o o o Q / o a� Q Lu co m Uj J Z Z Y b ( > LL z U MNDOT © SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE — 0.0582 CU YDS /LIN FT (B618) 7" MIN. 7" —°�_ 3 a�� " -; - L I o o �WR j� 0 3 Q o 0 0 0 0 0 N W > (n Q W w Q UJ � _ J Q Q Q U Q LL MAY BE TILTED 8618 CONCRETE CURB & GUTTER CONCRETE - 17.2 Fr / CU.YDS. (B618) ` _ -- o� o / o 12" 3/4 " / PER FT 3" WIDTH VARIES 1 5' MIN. 18" z 0 24' min. B „ X / Slope away from 1/2 R 1/2 R 3" 3' o" SECTION 13-13SECTION A—A w , highway HORIZONTAL ...2'—.0„.°., 50 J LINEI.K min. — Match or Right of Way �•. Existing MODIFIED DESIGN "D” CURB & GUTTER Grade PLAN =moi Title: Tracer Wire Standard Plate Library Developments) Title: Concrete Curb & Gutter � Standard Plate Library for Streets Title: Commercial Driveway Standard Plate Library Entrance nce Title: Commercial Gravel Standard Plate Library Construction Entrance O Q O Monticello City Of M n iCe11O Date: Plate No. 3005 Cit of Monticello Date: Plate No. 5005 City Of Monticello Date:03-05 Plate No. 5008 City Of Monticello Date:06-14 Plate No. �= 6002 Revised: 03-15 Revised: 03-15 Revised: 03-15 Revised: 03-15 zN M O U N O C/ ` M 0 �� W ZCO �C? N Q LU of N W H W Y� QU LU CO OU W� O"zJ WN Z�Q N ' EXIST NG CURB W W Z U)� Z W I-� OVERFLOW IS %z OF ''^^ � HOZ �N THE CURB BOX HEIGHT CD V♦ C/) LL LL(D Of F_ Q J (D Z�i NO PARKING SIGN MODIFIED) R7 -8M 121Nx18IN 181N - - WHITE ON BLUE ON BLUE , R7-8bP 121Nx6IN WHITE ON BLUE 60" GROUND LINE r—FINISHED GROUND LINE SITE ACCESSIBLE SIGN 3/81N DIA. BOLT WITH WASHER & LOCKWASHER NOTE: 1. ALL POSTS AND ANCHORS SHALL BE 12 GAUGE WITH HOLES ON ALL FOUR SIDES 2. LEAVE 1 TO 2 HOLES EXPOSED ABOVE FINISHED GROUND LINE FOR CONNECTIONS OF POST TO ANCHOR 3. SIGNS SHALL BE IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 1. THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO THE GROUND AND SHALL BE STAKED BY STEEL FENCE POSTS OR 2"X 2" WOOD STAKES. 2. SOIL SHALL BE COMPACTED ON THE UPSLOPE SIDE OF LOGS. STAKED AND ENTRENCHED 10" DIA. SEDIMENT LOG FILTERED RUNOFF EROSION CONTROL BLANKET EDIMENT-LADEN RUNOFF COMPACTED SOIL TO PREVENT PIPING SEDIMENT LOG INSTALLATION PROPOSED EMBANKMENT SILT FENCE DETAIL (NTS) COMPACTED SUBGRADE EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF 4" CONCRETE 8" DIA. REINFORCING STEEL SPACED AT 181N ON CENTER EACH WAY d / , d d e e °> G o 2 A a 4" CLASS 5 AGGREGATE BASE CONCRETE SIDEWALK N.T.S. NOTE: SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ON LOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC. 12" CONTROL BLANKET (STRAW, CATEGORY 3N) FLARED END SECTION (PER UTILITY PLAN) EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF COMPACTED SUBGRADE SEEDING WITH SEED MIX 33-261 (35 LB/AC) 4" OF TOPSOIL UNCOMPACTED SUBGRADE 2" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE j CLASS \E BASE � BITUMINOUS PAVEMENT SECTION N.T.S. EMERGENCY OVERFLOW (PER GRADING PLAN) SLOPE PER GRADING 5' MIN. —TACK COAT 12" RIP RAP (PER GRADING PLAN) I SITE SIGNAGE I TEMPORARY SEDIMENT CONTROL DEVICES I INFILTRATION BASIN I N.T.S. N.T.S. N.T.S. 6" PVC DRAINTILE 6" PVC WYE. CONNECT CONNECTION 3>_0>, DRAINTILE TO DIRECT LINE NO BENDS GREATER AND CAP WYE OPENING TO THAN 45° SHALL BE ALLOW FUTURE CONNECTION ALLOWED (0 L11 FACE OF CURB DIRECTION OF FLOW NOTE: VANE GRATE SHOWN CATCHBASIN CASTING NEENAH R3067V OR EQUAL WITH VANE GRATE, 3" RADIUS CURB BOX. INSTALL R3290A CASTING IN DRIVEWAYS AND VALLEY GUTTERS. INSTALL R3067VB FOR LOW POINTS. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. 6" CONCRETE COLLAR REQUIRED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. 6" PVC DRAINTILE CONNECTION.) T ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. [ MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. 24" x 36" PRECAST o AF O 0 o SECTION ZX 3' CATCH BASIN N.T.S. 0 I N L(� NO BLOCK STRUCTURES ALLOWED. GRATE TO BE 2" BELOW GUTTER GRADE. 10' TRANSITION EACH SIDE OF CATCH BASIN. VARIABLE TOP OF CURB z 6 1/2" 5" MIN 3"GROUT MINIMUM 0 VAR I 12"- � 0 -16" PROPEX-"SILT STOP" FABRIC ° 2"x2"x4' WOOD STAKES @ 4' 0 ° 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE O O.C. 4'-0" MIN. a a Qa d ° O 01 1/21N X 1 1/21N m 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CURB COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. CONCRETE AIR p SIGN POST °° 00 N CONCRETE INLET — epcK of cuRe AND RAIN GUARDIAN TURRET MAY VARY WITH SITE 10' MINIMUM O Z — / CONDITIONS. TO ASTM C858. OFINISHED GROUND LINE DISTANCE VARIES 2. CONCRETE BASE EXTENDS BEYOND THE FILTER WALL BACKFILL Lij /77 OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH 2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH A Q W 0' INSURMOUNTABLE CURB FACE � ,\ INSURMOUNTABLE CURB FACE DISSIPATOR. BURY BOTTOM 1 3/41Nx 1 3/41N EXISTING GROUND ��FABRIC 0 3. FIBERGLASS TOP GRATE (32 LBS, 1-1/2" THICK) - 1,760 LB ANCHOR LL. Lp 14441 RAIN GUARDIAN TURRET CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD. PROPOSED EMBANKMENT SILT FENCE DETAIL (NTS) COMPACTED SUBGRADE EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF 4" CONCRETE 8" DIA. REINFORCING STEEL SPACED AT 181N ON CENTER EACH WAY d / , d d e e °> G o 2 A a 4" CLASS 5 AGGREGATE BASE CONCRETE SIDEWALK N.T.S. NOTE: SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ON LOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC. 12" CONTROL BLANKET (STRAW, CATEGORY 3N) FLARED END SECTION (PER UTILITY PLAN) EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF COMPACTED SUBGRADE SEEDING WITH SEED MIX 33-261 (35 LB/AC) 4" OF TOPSOIL UNCOMPACTED SUBGRADE 2" BITUMINOUS WEAR COURSE 2" BITUMINOUS BASE COURSE j CLASS \E BASE � BITUMINOUS PAVEMENT SECTION N.T.S. EMERGENCY OVERFLOW (PER GRADING PLAN) SLOPE PER GRADING 5' MIN. —TACK COAT 12" RIP RAP (PER GRADING PLAN) I SITE SIGNAGE I TEMPORARY SEDIMENT CONTROL DEVICES I INFILTRATION BASIN I N.T.S. N.T.S. N.T.S. 6" PVC DRAINTILE 6" PVC WYE. CONNECT CONNECTION 3>_0>, DRAINTILE TO DIRECT LINE NO BENDS GREATER AND CAP WYE OPENING TO THAN 45° SHALL BE ALLOW FUTURE CONNECTION ALLOWED (0 L11 FACE OF CURB DIRECTION OF FLOW NOTE: VANE GRATE SHOWN CATCHBASIN CASTING NEENAH R3067V OR EQUAL WITH VANE GRATE, 3" RADIUS CURB BOX. INSTALL R3290A CASTING IN DRIVEWAYS AND VALLEY GUTTERS. INSTALL R3067VB FOR LOW POINTS. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. 6" CONCRETE COLLAR REQUIRED AROUND THE CASTING AND ALL ADJUSTMENT RINGS. 6" PVC DRAINTILE CONNECTION.) T ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. [ MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. 24" x 36" PRECAST o AF O 0 o SECTION ZX 3' CATCH BASIN N.T.S. 0 I N L(� NO BLOCK STRUCTURES ALLOWED. GRATE TO BE 2" BELOW GUTTER GRADE. 10' TRANSITION EACH SIDE OF CATCH BASIN. VARIABLE TOP OF CURB z 6 1/2" 5" MIN 3"GROUT MINIMUM 0 VAR I 12"- � 0 -16" SPECIFICATIONS ° VARIES 0 ° 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE I I 5" MIN 3,> v / ` 4'-0" MIN. a a Qa d ° LJJ m NEENAH R-4342 CASTING OR EQUAL. NO BLOCK STRUCTURES ALLOWED. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. 6" CONCRETE COLLAR REQUIRED AROUND ALL ADJUSTMENT RINGS. ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. 6" PRECAST REINFORCED CONCRETE SLAB. TOP OF BARREL SECTION UNDER TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR APPROVED EQUAL. EXTERNAL WRAP (GATOR WRAP OR APPROVED EQUAL) REQUIRED ALL JOINTS IN MANHOLE TO HAVE PROFILE GASKETS PER ASTM C443 **DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OF WALL. MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. REINFORCE IN ACCORDANCE OF MNDOT STANDARD PLATE 4011E. GROUT BOTTOM CATCH BASIN MANHOLE IN GREENSPACE N.T.S. Z >- a0- U 0 O 0 0 (n w W D 0 to U) 0 Z_ Q 0 LLJ o Q N 0 O 0 PLAN VIEW CURB -CUT (WIDTH VARIES) SPECIFICATIONS N M 00 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE m v / ` % PLAN VIEW NOTES STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM LJJ m 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CURB COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. CONCRETE AIR °° 00 N CONCRETE INLET — epcK of cuRe AND RAIN GUARDIAN TURRET MAY VARY WITH SITE ENTRAINED (5% TO 8.5% BY VOLUME). MANUFACTURED AND DESIGNED Z Z — / CONDITIONS. TO ASTM C858. LDZ DISTANCE VARIES 2. CONCRETE BASE EXTENDS BEYOND THE FILTER WALL .. Lij X Q 1= U_ OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH 2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH A Q W 0' INSURMOUNTABLE CURB FACE � ,\ INSURMOUNTABLE CURB FACE DISSIPATOR. STANDARD HOOK. 0 0 0 0 3. FIBERGLASS TOP GRATE (32 LBS, 1-1/2" THICK) - 1,760 LB LLJ-1 O LL. Lp 14441 RAIN GUARDIAN TURRET CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD. O~ MryJ� (CONCRETE BASE INCLUDED) - OJ W �V J Lu 3D VIEWS INSTALLATION NOTES O DC 1. INSTALL THE CLASS 5 BASE (COMPACTED TO 95% STANDARD CO bo PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VARY BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAIN POSITION RAIN GUARDIAN TURRET SO PRIMARY"t" GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL TO AVOID SOIL INTERFERENCE WITH FILTER INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE 1'10" BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTION if OVERFLOW ELEVATION) TO ACCOMMODATE THE 1' PONDING DEPTH, 6" v CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE T-10" (INCLUDED). THEREFORE, THE TOP OF THE CLASS 5 COMPACTED BASE IS PRECISELY 1'4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO THE RAIN GUARDIAN TURRET WILL BE 10-1/2" ABOVE THE TOP OF THE ELEVATION VIEW J CONCRETE BASE AND 1-1/2" BELOW THE GUTTERLINE ELEVATION TO r:. ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAIN - INLET INSURMOUNTABLE CURB GUARDIAN TURRET. _ RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) ! � _ i RAIN GUARDIAN TURRET INLET f TOP FIBERGLASS GRATE .� 2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE. GUTTERLINE - HIGH VOLUME OVERFLOW - ' 6., ° - : GU17ERLINE St r ; I 3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET AND BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD MATCH _ 4 5".;= �'`?tt Q THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF THE RAIN GUARDIAN TURRET ON THE BIORETENTION SIDE. SITE SPECIFIC -- _ V-1.75" BASIN BOTTOM 4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET OF 10.5„ SITE SPECIFIC - PRIMARY POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN TURRET ' 5.5" - REMOVABLE OUTLET FILTER WALL AND CONCRETE INLET BEFORE POURING INLET. 4" 5. SIDE CURBS OF THE POURED INLET MUST HAVE AN of INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FROM CLASS SAGGREGarE 6" ELEVATION VIEW NOTES OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET. 1. THE TOP OF THE CLASS 5 BASE (COMPACTED TO 95% L STANDARD PROCTOR) IS PRECISELY 1'4" BELOW THE 6. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER GUTTERLINE ELEVATION. FABRIC ON THE INTERIOR SIDE OF THE RAIN GUARDIAN TURRET. ----- RAIN GUARDIAN TURRET REVISION HISTORY DEVELOPED BY: IN REV BY DATE DEBCRIPTION AK6XA P R E T R EAT M E N T CHAMBER VAN A MDH ,,,,6/2022 TURRET- 1' CISTRET u ApDIAN BIORETENTION PONDING DEPTH. 1 MANUFACTURED BY: UBPA18ffM&8,601,018AlD8868804 _ PRETREATMENT FOR BIORETENTION S toneWorks TYPICAL DETAIL VARIABLE SCALE � ARCHITECTURAL PRECAST/CAST STONE Rain Gardens " Swales " Filtration Basins - Infiltration Basins www.RainGuardian.biz NOSPATENT 8501,016 AND 8,858,804 —0—vaecnsT co"c"ere nssoaanoN Z >- a0- U 0 O 0 0 (n w W D 0 to U) 0 Z_ Q 0 LLJ o Q N 0 O 0 zN z O C) N M 00 m v / ` M O LJJ m 0 Lii °° 00 N Q W Z Z YO Ym, LDZ m .. Lij X Q 1= U_ O"ZJ U> Lu Q W 0' 2 > J 0 0 0 0 0 LL zN z O C) N M 2 v / ` M O LJJ Lu M LI- Lf)O ,I- WZ ♦ ^ °° 00 N Q W O � N W H W Ym, 0. Q m .. � W X Q 1= U_ O"ZJ Z�Q wN Q'N U) LULu Z U) O �) U � � 2 DZZ U) 'co, [zM V LLJ-1 O LL. Lp OQ 0 �J� O~ MryJ� Z>> OJ W �V J Lu � � SHEET NO. z 2 LJJ Lu z0 U J V) p J 0 Q w Lu ULu o +j O DC CO U SHEET NO. INTRODUCTION The Land Use, Growth and Orderly Annexation Chapter outlines the goals, policies and land use strategy that will guide future land use development and decision- making in the community as well as in the Orderly Annexation Area (MOAA). The MOAA is included in this land use plan to help plan for and ensure orderly and efficient growth, and to protect and maintain the MOAA until that growth occurs. This Chapter also serves to inform other aspects and chapters of the Comprehensive Plan, including transportation and mobility, housing, community facilities and parks and open space. Overall, the Future Land Use Plan will help define the pattern and location of development in the City for the next 20 years. Monticello desires a balanced land use pattern to ensure a stable and growing tax base that promotes economic diversity and resiliency to changes in the local, regional, state and national economy. The Future Land Use Plan describes a strategic, recommended pattern of land uses in the City and MOAA. The strategy also emphasizes the improvement and enhancement of Monticello's downtown and surrounding traditional neighborhood blocks, the repositioning of the City's commercial areas to take advantage of emerging economic opportunities, and the diversification of the tax base through ongoing economic development efforts that promote job growth and expand existing employment centers. The Future Land Use Map (FLUM) illustrates land use planning according to specific land use categories. In addition, this Chapter is an important tool for achieving Monticello's environmental sustainability and public health goals. Specific policies and strategies are included that advance an efficient land use and transportation pattern to reduce greenhouse gases and promote clean air and water, provide new mobility options, support local businesses, and is accessible and inclusive of persons of all ages, races and physical capabilities. This Chapter supports goals for economic sustainability consistent with the Economic Development Chapter. This Chapter also integrates transportation strategies recommended in the Mobility and Connectivity Chapter with an aim toward implementing a complete multi -modal transportation system. This Chapter introduces concepts that reinforce goals and strategies for other chapters of the Monticello 2040 Plan, including Parks, Pathways and Open Space and Community Character. TABLE 31- EXISTING LAND USEACREAGES (WITHIN CITYBOUNDARIES) CategoriesLand Use Acreage Residential (Single -Family, Twin and Townhomes, Multi -Family, Manufactured) 3,479 Agriculture 1,078 Vacant (Only Commercial and Industrial Designated Land) 1,112 Infrastructure (Railway, ROW, Utility) 465 Open Space (Natural Resources, Parks and Open Space) 457 Commercial 425 Industrial 194 Source: City of Monticello Geographic Information System (GIS) 2019 Existing Land Use Data Downtown Monticello Looking East on West Broadway Street 48 LAND USE, GROWTH AND ORDERLY ANNEXATION FUTURE LAND USE MAP DEVELOPMENT RESERVE A Development Reserve land use designation applies to a significant portion of the Monticello Orderly Annexation Area (MOAA). The Development Reserve includes 3,100 acres on the Future Land Use Map. The purpose of this designation is to serve as a growth reserve that maintains lands for agricultural, rural residential or other similar permitted uses until such time those lands are developed for other uses. Future uses could include residential, commercial or industrial development. As described previously, the Development Reserve is a long-term tertiary growth objective for the City. Future development and change of use would require a Comprehensive Plan amendment. RESIDENTIAL DESIGNATIONS Monticello has approximately 3,484 acres of land currently used for residential purposes. The majority of this land, 3,127 acres or roughly 90%, is developed with single-family homes. The remaining 357 acres accommodates a limited variety of attached single- and multi -family housing types, including townhomes, duplexes, multi -story apartment buildings, and manufactured homes. There are approximately 4,496 acres of land designated for residential use on the Future Land Use Map, including 3,374 acres for single-family homes and 1,122 acres for a variety of mixed and multi -family style housing types. This acreage is projected to accommodate the existing uses and future anticipated housing needs in the City over the next twenty years consistent with the Primary Growth Strategy. This acreage does not include the 49 acres of Downtown Mixed - Use and 174 acres of Commercial/Residential Flex (both described in the following section on commercial land use) which also have potential to contain future residential development. The Future Land Use Plan establishes six different residential designations to achieve a variety of housing and neighborhood character that differ between housing type, scale and form, and density. Three designations allow and encourage a range of new single-family, multi -family and mixed housing types and densities. The purpose of the residential designations is to characterize and preserve neighborhoods, promote a range of housing types and housing stock diversity, continue to provide areas for single-family homes, and encourage the infill development of small -lot single-family homes, townhomes, condominiums, senior housing and mixed or alternative styles of multi -family development. TABLE 3.2: FUTURE LAND USE RESIDENTIAL ACREAGES CategoriesLand Use ag Estate Residential 1,102 Low -Density Residential 2,198 Traditional Residential 74 Mixed Neighborhood 635 Mixed -Density Residential 348 Manufactured Home 135 Low -Density There is ample available land that could be developed for low-density, single- family residential uses and create new neighborhoods. Two land uses, Estate Residential and Low -Density Residential, will guide new single-family residential neighborhoods in the City. By 2040, the Comprehensive Plan envisions low density single-family uses and conservation style development in these areas of the City and contiguous to the MOAA. Generally, an average density of 4 housing units per acre characterizes single-family neighborhoods but these areas could likely be developed between 3-6 units per acre depending on utility infrastructure, sensitive natural resources, conservation style development, developer preferences and project specifics. Other types of single-family housing styles, including small -lot development and attached single-family homes is encouraged in this and other residential land use designations. Eastwood Knoll Residential Property, Source: City of Monticello 56 LAND USE, GROWTH AND ORDERLY ANNEXATION The Missing Middle Housing consists of multi- unit housing types such as duplexes, fourplexes, bungalow courts, and mansion apartments no bigger than a large house, These housing types are often integrated into blocks with primarily single-family homes, provide diverse housing choices and generate enough density to support transit and locally -serving commercial amenities. Although many of these are a common feature in pre-war building stocks, these housing types have become much less common. Ul—K - wNN V5E cOURTVARD euNGnLau ccvRT TWPLEx/ APARTMENT` DE.AcwED .. D1P�" rcuRP�Ex Hp1,I51NG----------- MI551NG MIDDLE Source: Opticos Design, Inc. Traditional Residential and Mixed Neighborhood Two new designations have been applied to both older and newer areas of the City in effort to capture correlating neighborhood types and compatibility with existing uses while allowing opportunities for development, improvement and growth. The existing neighborhoods surrounding and emanating from the downtown are designated as Mixed Neighborhood to recognize this area's potential for additional density and mixed housing types with neighborhood scaled commercial uses and services. Commercial uses are considered minor and are only intended for small, neighborhood serving uses. They should only be located on minor arterials or higher street classification. There may be other locations appropriate for these designations. A smaller Traditional Neighborhood designation has been applied to portions of the riverfront and properties along River Street and Broadway Avenue where the street network and land parcels similar to older, traditional neighborhoods with residential -scaled streets, sidewalks, large street trees and mature housing stock. Mixed -Density Residential A Mixed -Density Residential designation encourages a wide range of housing types, densities and residential development between 8-25 dwelling units per acre. This designation applies primarily along the 7th Street corridor, south along State Highway 25, and other pockets of the City where higher densities and mixed housing types is encouraged, such as near the Downtown. The broad density range promotes a wide variety of housing types including small lot single-family, apartments, condominiums, and townhomes. This designation may be allowed in proximity to other medium to high density residential areas, however the nature and concentration of existing residential uses shall be carefully considered to avoid an over concentration of these uses. For example, there may be some locations more appropriate for small -lot single family development, and others where a four-story multi -family building is the best choice. This will be determined by the parcel size, surrounding land uses, and the existing form and scale of the neighborhood. In locations where the Mixed -Density Residential designation is applied adjacent to the low-density residential uses, new residential development should be of similar mass, scale and architectural character to existing neighborhoods. Manufactured Home Two manufactured home neighborhoods exist in Monticello. These include the West Side Park and River Terrace along River Street and Kjellberg's Manufactured Home Park along State Highway 25 in the southern part of the City. The intent of the designation is to recognize and maintain these neighborhoods as locations for manufactured housing types. MONTICELLO 2040 VISION + PLAN 57 TABLE 3.7 FUTURE LAND USE ACREAGES Note: This acreage includes both developed and undeveloped land within the City and MOAA. MONTICELLO 2040 VISION + PLAN 63 COMMERCIAL RESIDENTIAL FLEX (CRF) The purpose of the Commercial Residential Flex designation is to provide limited locations where commercial and residential uses may be allowed and located in close proximity to each other. Mixed-use buildings are typically not appropriate in this designation although they may be considered at discretion of the City. Rather, the intent is to provide locations where a range of compatible uses can be established close to one another. This is a hybrid designation that allows a range of uses including residential, professional office, personal and professional services, hotels, retail and restaurants, entertainment uses and educational services. The goal is to create an urban mix of uses and provide the opportunity for inventive, flexible development standards characteristic of an urban lifestyle center. Commercial • Office/Retail • Professional Service • Restaurants • Hotels • Entertainment Residential • Mixed -Density Residential • Senior Living Facility Public/institutional • Educational Centers Recreational • Plaza • Public Space • Parks/Playgrounds Primary Mode Vehicular with access to collectors and arterials Transit or shuttle service Secondary Mode Pedestrian -friendly streetscape Bicycle facilities and parking • PUD Standards • Density (Low to High Density Residential) • Floor Area Ratio (FAR) 0.30-0.50 '♦1 2018 Correlating J Zoning District PUD Planned Unit Development MONTICELLO 2040 VISION + PLAN 79 DEVELOPMENT CONTRACT (Developer Installed Improvements) GREA T RIVER 2" ADDITION (PC 2023-22) THIS DEVELOPMENT CONTRACT ("Contract") dated , 2023, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and a Minnesota (the "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for the GREAT RIVER 2ND ADDITION (referred to in this Contract as the "plat" and the "Development"). The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". The land is zoned B-3, Highway Business District. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. Page I 1 219384v8 The City hereby grants approval to the Final Plat provided the Development is consistent with the conditions of this Contract and the specific City conditions and requirements as set forth in City Resolution No. 2023 -XX approving the final plat. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder's Office/Registrar of Titles, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PLANNED UNIT DEVELOPMENT REZONING REQUEST A. The Developer has requested Planned Unit Development approval and rezoning to Planned Unit Development approval for LOT 1, BLOCK 1, GREATRIVER 2NDADDITION for the Great River Planned Unit Development District to develop a 138 -unit multi -family residential project, to be constructed in two phases. Approval of the Great River 2nd Addition Planned Unit Development and rezoning to PUD is subject to future review and approval of the City. B. Any approval by the City of a Planned Unit Development and rezoning to Planned Unit Development within the Great River 2nd Addition is subject to an amendment to this Contract and payment of all applicable fees and deposits for the Development as related to the rezoning. C. No changes or amendments to this Contract shall be approved, nor shall construction commence for Planned Unit Development uses, until an amendment of the Contract is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the Page 12 219384v8 submission of PUD site and building plans, grading and drainage plans, utility plans, landscaping plans consistent with City approvals. 5. PLANNED UNIT DEVELOPMENT AND MULTIPLE LOT OWNERSHIP RIGHTS. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 6. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 7. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 8. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in Page 13 219384v8 the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage and Erosion Control Plan Plan C — Sanitary Sewer and Watermain Plan Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan Plan I - Landscape and Tree Preservation Plans Plan J — Building Plans, fagade elevations and typical architectural design plans Plan L — Sign Plan Plan M — Site and Parking Plan Plan N — Site Lighting Plan 9. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System (Private and Public) B. Water System (Private) C. Storm Sewer System (Private and Public) D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control Page 14 219384v8 H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails (Private and Public) L. Retaining Walls H. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer or its engineer time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. Page 15 219384v8 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello Building Permits 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. Page 16 219384v8 14. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 15. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. The Developer shall provide the City with an "as constructed" grading plan prior to occupancy for any building within the plat certified by a registered Page 17 219384v8 land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. 16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible parry and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the requirements of this paragraph. Page 18 219384v8 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%) or a minimum of $2,000.00, whichever is greater, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a reasonable fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%) or a minimum of $2,000.00, whichever is Page 19 219384v8 greater, of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full- time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 19. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and planning related expenses relating to processing of the Plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) or a minimum of $2,000.00, whichever is greater of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) or a minimum of $2,000.00, whichever is greater of the estimated construction cost of the Public Improvements, assuming normal construction and project Page 110 219384v8 scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 20. ASSESSMENT AGREEMENT. A. The Plat is subject to the terms and conditions of the Assessment and Development Agreement — Riverwood Bank, recorded against the Property as Document Number A1253596 ("Assessment Agreement"). The Assessment and Development Agreement — Riverwood Bank shall remain in force and full effect. B. Under the terms of the Assessment and Development Agreement — Riverwood Bank, Lot 1, Block 1, Great River 2nd Addition is subject to an assessment of $257,100.77 plus interest from May 13, 2023 to date of filing of the final plat, which is based on the following: West 7th Street Extension: $788,928.77 (total project cost) x 29.8% (Lot 1, Block 1 percentage of total plat area) _ $235,100.77 Elm Street: $22,000 Pursuant to the Assessment and Development Agreement, the assessment shall be for a 10 -year term with the interest rate set at prime plus 2% as of the date of the end of the deferral period, or 10.25%. 21. STORM SEWER AREA TRUNK AREA CHARGE. Page Ill 219384v8 A. Lot 1, Block 1 of the Development is subject to a storm sewer area charge of $21,420.00, which is pursuant to the terms of the Assessment Agreement. The area charge is based on the net area of the final plat less any area credit for pond area, and is calculated as follows: 6 acres x $3,570.00 (Fee/Net Acre) = $21,420.00 The total storm sewer area charge for the Development of $21,420.00 shall be assessed against the property if not paid by the Developer in cash at the time of final plat approval or in full with the first building permit for Lot 1, Block 1 of the Development at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. The assessment shall be spread over a ten-year term. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. 22. SANITARY SEWER TRUNK AREA CHARGE. A. Lot 1, Block 1 of the Development is subject to a sanitary sewer trunk area charge of $20,226.00, which is pursuant to the terms of the Assessment Agreement. The area charge is calculated as follows: 6.0 acres x $3,371.00= $20,226.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval or at building permit approval for each building phase at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. The total amount of the area charge will be assessed and the assessment shall be spread over a ten-year term. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. Page 112 219384v8 23. WATER MAIN TRUNK AREA CHARGE. A. Lot 1, Block 1 of the Development is subject to a water main trunk area charge of $14,694.00, which is pursuant to the terms of the Assessment. The area charge is calculated as follows: 6.0 acres x $2,494.00= $14,964.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat or at building permit approval for each building phase at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. The total amount of the area charge will be assessed and the assessment shall be spread over a ten year term. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. 24. PARK DEDICATION. A. No park dedication is applicable to the plat under the current commercial zoning. B. Developer shall pay required park dedication as required by the City Council at the time of platting. The Subdivision is being considered as a part of a residential project, and as such, the Park Dedication owed is $79,636.79, payable at the time of plat or assessed at the developer's option. The City will reimburse the developer the Park Dedication amount if the request for a residential use is abandoned and the Developer applies for a building permit for Lot 1, Block 1 under the B-3 Zoning or other commercial zoning. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. The total amount of the area charge will be assessed and the assessment shall be spread over a ten year term. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. Page 113 219384v8 C. The required amount of park dedication per the City's adopted fee schedule is 11% of the final plat land area, or the equivalent in cash -in -lieu payment. Cash -in -lieu park dedication for the proposed residential Planned Unit Development is $79,636.39 as is calculated as follows: $2.77 (per square foot market value at time of final plat) x 28,749.60 square feet (11% of Lot 1, Block 1 square footage) = $79,636.39 D. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 25. LANDSCAPING. A. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and any requirements of any approved Planned Unit Development at the time of Development of Lot 1, Block 1, and as applicable at the time of platting and development of Outlot B into lots and blocks. B. For development of Lot 1, Block 1, the Developer shall provide a landscape security which is equal to 125% of the estimated costs of landscaping prior to the issuance of a building permit within the Plat 26. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the City Engineer's Letter and Plan comments dated August 25, 2023. B. Implementation of the recommendations of Resolution Nos. 2023 -XX. C. Implementation of the recommendations from the Planning Commission Staff Report and the Planning Commission Minutes dated September 5, 2023. Page 114 219384v8 D. The Developer is required to install a 6' concrete sidewalk within the Elm Street right of way as a condition of plat approval. E. The Developer is required to install a 6' concrete sidewalk within the 7t' Street right of way as a condition of plat approval. G. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. H. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. 27. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") for $62,000.00, plus a cash fee of $8,000.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer 219384v8 $ 0.00 Page 115 Watermain $ 0.00 Storm Sewer $ 0.00 Street Lights $ 0.00 Street Signage, Mailboxes $ 26,000.00 Roads, Driveways, and Sidewalks/Trails (7�h & Elm) $ 23,000.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 49,000.00 OTHER COSTS: Lot Corners/Iron Monuments $ 600.00 TOTAL COSTS $ 49,600.00 TOTAL SECURITIES: Total Costs X 125% $ 62,000.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. Page 116 219384v8 B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $170,000.00 for landscaping and grading. The amount of the security was calculated as follows: Landscaping Grading $ 152,000.00 $ 18,000.00 TOTAL $ 170,000.00 28. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat recording: Administrative (1%) $ 2,000.00 Legal (1%) $ 2,000.00 Engineering and Inspection - Grading/Restoration and Erosion & Sediment Control Inspection Fee (3%) $ 2,000.00 Streets and Utilities Review & Inspection (4%) $ 2,000.00 Total Cash Requirements $ 8,000.00 * Fees reconciled to actual expenses at close of project. 29. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public streets and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 30. RESPONSIBILITY FOR COSTS. Page 117 219384v8 A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Paragraph 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees, only in the event that the City obtains a final judgment against the Developer from a Court of competent jurisdiction. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Page 118 219384v8 plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the Developer shall pay in full all bills submitted to it by the City prior to any reductions in the security for the development. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and warranty deeds or easements at the discretion of the City shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 31. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 32. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan state, and federal laws and regulations, the City may, at its option, refuse to allow construction or Page 119 219384v8 development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. In the event this Contract is recorded, upon request by Developer, the City covenants to provide a recordable Certificate of Completion within a reasonable period of time following the request, upon the completion of the work and responsibilities required herein, payment of all costs and fees required and Page 120 219384v8 compliance with all terms of the Contract. A release of this Contract may be provided in the same manner and subject to the same conditions as a Certificate of Completion provided there are no outstanding or ongoing obligations of Developer under the terms of this Contract. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. H. Prior to execution of the final plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has finally accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers' compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability Page 121 219384v8 $2,000,000 Combined Single Limit — Bodily Injury & Property Damage Including Owned, Hired & Non -Owned Automobiles Workers Compensation Workers' Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer's Liability with minimum limits are as follows: • $500, 000 —Bodily Injury by Disease per employee • $500, 000 — Bodily Injury by Disease aggregate • $500,000 —Bodily Injury by Accident The Developer's and general contractor's insurance must be "Primary and Non -Contributory". All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City and (iii) shall identify the name of the plat. A copy of the endorsement must be submitted with the certificate of insurance. Developer's and general contractor's policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days' advanced written notice to the City, or ten (10) days' notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer's or general contractor's policy limits on a follow -form basis to satisfy the full policy limits required by this Contract. L To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer's negligence or its performance or failure to perform its obligations under this Contract. Developer's indemnification obligation shall apply to Developer's general contractor, subcontractor(s), or anyone directly or indirectly Page 122 219384v8 employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. J. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells a part or parts of the platted land. L. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. M. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Page 123 219384v8 Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 33. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: [INSERT ADDRESS] Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall 505 Walnut Street Monticello, MN 55362. Page 124 219384v8 CITY OF MONTICELLO (SEAL) And STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2023, by Lloyd Hilgart and Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public Page 125 219384v8 DEVELOPER: [INSERT] By: [print name] Its [title] STATE OF MINNESOTA ) (SS. COUNTY OF The foregoing instrument was acknowledged before me this 202_, by , the day of , of , a Minnesota limited liability company, on behalf of said entity. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ Page 126 219384v8 EXHIBIT "A" TO Legal Description of Property Being Final Platted as GREAT RIVER 2nd ADDITION Outlot B, GREAT RIVER ADDITION, according to the recorded plat thereof, on file and of record in the office of the County Recorder, Wright County, Minnesota. [PIN: 155-226000020/ abstract] Page 127 219384v8 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT RIVERWOOD BANK, organized and existing under the laws of the United Sates of America, fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of , 202_. Lo STATE OF MINNESOTA ) ( ss. COUNTY OF ) Its [print name] [title] The foregoing instrument was acknowledged before me this day of , 202_, by , the of RIVERWOOD BANK, organized and existing under the laws of the United States of America, on behalf of the entity. Notary Public DRAFTED BY: CAMPBELL KNuTsoN ProfessionalAssociation Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 Page 128 219384v8 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 202_. [print name] Its [title] STATE OF ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20, by the of a , on behalf of the Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ Page 129 2193840 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer)- and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 21 of (Name of Bank) " b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 20 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its Page 130 219384v8 Page 131 219384v8 Great River 2nd Addition SUMMARY OF EXPENSES/FINANCE PLAN V3 20 -Sep -23 Total Acres in Development 20.16 gross 20.16 net Total Lots in Development 1 lots 1 outlot Total Acres in Phase 6 gross 6 net 1 commercial outlot to be final platted in the future Park, Trunk Area Charges & Assessments Acreage Acres or Credits Net Notes unarge units Assessment Lot 1, Block 1 Special Assessments 7th Street (City Project X) $235,100.77 Elm & 7th StreetAssmts per Assessment Agreement Elm Stret (City Project X) $22,000.00 Park & Pathway Dedication Park Dedication Required (11 %) 11% 6.00 79,636.39 Total required for Lot 1, Block 1 if zoned Residential PUD Cash -in -lieu recommended; see adajcent cells Park Dedication Land Area Provided 0.00 $0.00 Park Dedication Construction cost credit $0.00 SUB_L, LOT 1, BLOCK 1 ONLY T 1 $336,737.16 Plus interest from 5/12/23 at 10.25% Lot 1, Block 1 Capped per Assessment Agreement Sanitary Sewer (gross acres) $3,371 6.00 $20,226.00 Watermain (gross acres) $2,494 6.00 $14,964.00 Storm Sewer Base (net acres) $3,570 6.00 $21,420.00 Storm Sewer Alternate (net acres) NA NA $0.00 TOTAL $56,610.00 Outlot B (Commercial) Capped per Assessment Agreement Sanitary Sewer (gross acres) $3,371 FUTURE Watermain (gross acres) $2,494 FUTURE Storm Sewer Base (net acres) $3,570 FUTURE Storm Sewer Alternate (net acres) NA FUTURE SUBTOTAL, LOT 1, BLOCK 1 ONLY $56,610.00 Plus interst on special assessment as noted TOTAL, LOT 1, BLOCK 1 ONLY $393,347.16 City Fees/Deposit City Admin & Planning 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion City Legal 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Grading and Restoration 3.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Streets and Utilities 1 4.00%1 1 1 $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees $8,000.00 Ilmpr nstruction Costs (Used to ^:'-- Fees/Escrows/Se Watermain Sanitary Sewer Storm Sewer Street Street Lights Street Signs, Mailboxes Sidewalk. 7th & Elm Street Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 2 lots Total Construction Cost for the purpose of calculating LOC Letter of Credit Maximum allowable reduction prior to acceptance and bond 90.00% Site Grading (for purpose of calculating escrow) tters of Credit Landscaping 1.25 Grading $3,000 6 BLOC $0.00 Provide estimated public improvement cost $0.00 Provide estimated public improvement cost $0.00 Provide estimated public improvement cost $26,000.00 JProvide with development of Lot 1 pending PUD approval $23,000.00 Construct with development of Lot 1 $600 $62,000.00 $34,000.00 Provide estimated residential lot landscaping x 125%; provide 152,000.00 with development of Lot 1 pending PUD approval 18,000.00 Provide with development of Lot 1 City Council Agenda: 9/25/23 2K. Consideration to approve a license agreement between the City of Monticello and Block 52 Holdings LLC, Buchholz Exchange LLC, and Norgren Exchange LLC for use of the River Street right of way. Applicant: City of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 9/25/23 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer City Administrator ACTION REQUESTED Motion to approve a license agreement between the City of Monticello and Block 52 Holdings LLC, Buchholz Exchange LLC, and Norgren Exchange LLC, for use of the River Street right of way. PRIOR COUNCIL ACTION July 11, 2022: Approval of the Rezoning, Final Stage PUD and Final Plat for Block 52 First Addition and Block 52 First Addition PUD District August 7, 2023: Award of Downtown Roadway & Pedestrian Improvements REFERENCE AND BACKGROUND The approved Planned Unit Development plans for the Block 52 PUD District include the construction of a patio and accessible sidewalk feature on the north site of the project area. A portion of this patio and sidewalk extend into the south side of the River Street right of way. Use of the City right of way for this purpose requires approval and execution of a license agreement with the adjacent property owner as the licensed user. While the other agreements associated with the Block 52 project between the City and the developer were previously prepared and executed, the license agreement was delayed until final civil plans for both the private and public project were finalized. As these plans are now finalized, Council is asked to consider the license for approval. The license area is approximately 14' in width extending from the developer's north property line into River Street. Seven feet of this width is utilized for the required accessible public sidewalk and ramp. The balance of the width will be utilized as part of the larger patio feature extending from the north edge of the building. The patio will be used by the tenants of the Block 52 building but will also be publicly accessible. A retaining wall system will be constructed to support both the sidewalk area and patio in the license area. The developer is constructing the improvements in the license area. City Council Agenda: 9/25/23 The license agreement utilizes the standard City template, with modifications specific to the Block 52 public and private project goals. The agreement requires the license area to remain publicly accessible and is non-exclusive to the licensee. The agreement further requires the licensee to maintain the licensed area in good repair. The City may remove the improvements in the circumstance that they become unsafe, or should the City need the right of way in the future. In the latter case, the agreement indicates that the City and licensee will coordinate to relocate the patio improvements. This is an important component as it provides the licensee with security in tenant use of an outdoor patio, but also for the City in the ability to both use the right of way as needed but remain consistent with the goals for the project area in providing outdoor seating overlooking the river. The agreement also includes insurance and termination provisions. Budget Impact: There is no cost to the licensee for the use of the right of way. Minor costs for preparation of the agreement have been incurred, which will be coded to the development escrow. II. Staff Workload Impact: Staff have spent an estimated 6 hours in the preparation, review and negotiation of this document. III. Comprehensive Plan Impact: The license agreement supports amenities which are in direct support of Monticello 2040 and Downtown Small Area plan goals for a vibrant, active and safe downtown. STAFF RECOMMENDED ACTION Staff recommends approval of the license agreement. The proposed use is consistent with approved development site plans, as well as the City's Downtown Roadway & Pedestrian project plans. SUPPORTING DATA A. License Agreement B. Site Plan LICENSE AGREEMENT THIS LICENSE AGREEMENT is made, executed and entered into this day of , 2023, by and between the CITY OF MONTICELLO, a municipal corporation and political subdivision of the State of Minnesota ("City") and BLOCK 52 HOLDINGS LLC, a Minnesota limited liability company, BUCHHOLZ EXCHANGE LLC, a Minnesota limited liability company, and NORGREN EXCHANGE LLC, a Minnesota limited liability company (collectively the "Licensee") WITNESSETH WHEREAS, the City is the owner of a certain tract of land ("Property") utilized for public right of way purposes. WHEREAS, Licensee desires to obtain a license over and across the Property to use a portion of the Property for the purpose of a retaining wall, patio, stair and walkway, and appurtenant features (the "Improvements"). WHEREAS, the City is amenable to the granting of the license hereinafter set forth, subject to the terms and conditions hereinafter described. NOW, THEREFORE, in consideration of the payment of One Dollar ($1.00) and other good and valuable consideration to the City in hand paid, the receipt and sufficiency of which is hereby acknowledged, and upon mutual covenants and conditions contained herein, the parties do hereby agree as follows: 1. The City does hereby grant to Licensee a non-exclusive license to construct, maintain, and utilize the Improvements over and across the Property legally described on the attached Exhibit "A". 2. Exhibits. The following exhibits are attached to and by reference made a part of this License Agreement: 221762A Exhibit "A" - Legal description of Property. Exhibit `B" - Depiction of Improvements. Exhibit "C" - Description of permitted uses. 3. Premises to be Used. The City agrees to allow Licensee to construct/install the Improvements on a portion of the Property as depicted in Exhibit `B". The design and construction of the "Improvements" may be modified by the City at any time if for safety reasons. The legal description of the Property is attached as Exhibit "A". 4. Construction. Licensee shall be obligated at its sole cost and expense to construct/install the "Improvements" in a good and workmanlike manner and in accordance with all applicable codes and regulations. 5. Conditions. The City and Licensee agree that Licensee will use the Property subject to the following conditions: A. Licensee acknowledges that Licensee has inspected the Property and is fully satisfied with its physical condition and agrees to accept the Property in its present "as is" condition. Neither the City nor any representative of the City has made any warranties or representations upon which "Licensee" relies with respect to the physical condition of the Property. B. Licensee accepts the Property subject to such conditions, restrictions, and limitations, if any, that presently appear of record in regard to the Property. C. Licensee accepts the Property subject to any applicable health, life, safety, fire, or zoning ordinances, codes, regulations or statutes of the City, the County of Wright, the State of Minnesota, or any other governmental body now existing or which may hereinafter exist by reason of any legal authority during the term of this License Agreement. D. Licensee accepts the Property and is satisfied as to the boundary lines and contents of its premises and likewise satisfied with the sufficiency of the present title of the City. 6. Term. The term of this License Agreement shall be for ten (10) years and will begin on the 2nd day of July 2023, and will end on the I st day of July 2033, both dates inclusive, unless sooner terminated as hereinafter provided. ("Initial Term".) Thereafter, this License Agreement shall renew automatically, for five-year periods ("Renewal Terms"), unless terminated by the written consent of all parties. 7. Termination. The City may immediately terminate the conditions of the License Agreement if, in the sole discretion of the City, the Property is deemed to be unsafe or the City should require the use of the Property. In the event the City determines that termination of the License Agreement is necessary due to the City's need to use the right of way, the City will 2 221762A endeavor to provide at least 120 days' notice to the "Licensee" of its intent to terminate the License. In the event the City terminates the License Agreement because of safety concerns, Licensee shall forfeit their interest in its entirety and comply with the requirements set forth in Section 15 when vacating the premises. 8. Use. Licensee use of the Property is non-exclusive. Licensee may use the Property during the term of this License Agreement for the non-exclusive uses set forth in Exhibit "C." A. If the City determines that the "Licensee's" Improvements upon the Property interferes with the use, maintenance or repair of the City's Property, "Licensee" upon request by the City shall remove the interference.. B. The City will provide the "Licensee" with notice of any required repair and maintenance. The "Licensee" will have 60 days to cure or remedy the safety issues. If "Licensee" fails to cure the safety issues cited by the City, the "Licensee" will remove the interference in the timeframe required by the City at its/their sole expense. If the "Licensee fails to remove the Improvements, the City may remove the Improvements and shall have no obligation for damages to, or repair or replacement of the Improvements removed by the City. Further, the Owner consents to the City levying an assessment against the subject property for the City's costs if the Improvements are removed due to safety concerns. C. If the City determines that the "Licensee's" Improvements upon the Property interferes with the use of the City's Property as a public right of way, the City shall remove the Improvements at its cost. The City will endeavor to accommodate an additional outdoor seating area similar in size to that provided by the Improvements within the vicinity of the Improvements, which may be located on the "Licensee's" private property. The City will participate in the cost of reconstruction of the reconstructed Improvements. The location of the reconstructed Improvements and cost participation for such Improvements shall be based upon mutual agreement by the City and "Licensee", for which approval shall not be unreasonably withheld. 9. Repair and Maintenance. The City and Licensee agree that Licensee will be responsible for any and all repair and maintenance of the Improvements to the Property during the term of this License Agreement. Maintenance shall include, but not be limited to, keeping the Property clean of snow, litter or trash and maintaining all Improvements in good and safe condition. The City shall be allowed unrestricted access to the Property for any purpose including, but not limited to, maintaining or installing utilities on the Property. The "Licensee" must maintain an publicly accessible route through the Property. Use and Improvements on the Property will be consistent with Exhibit "C". 10. Indemnification. Licensee agrees to indemnify and save harmless the City from and against all liability, damages, penalties, judgments, or claims of whatever nature arising from injury to person or property sustained by anyone arising out of Licensee's use and occupancy of the Property and will at Licensee's own cost and expense defend any and all suits or actions (just or unjust) which may be brought against the City or in which the City may be impleaded with others upon any such above-mentioned matter, claim, or claims. This indemnification in no way limits 3 221762A Licensee's obligation to maintain a blanket or other general liability insurance policy for the benefit of the City. This indemnity and hold harmless agreement will include indemnity against all costs, expenses, and liabilities incurred in or in connection with any such claims or proceedings brought thereon and the defense thereof. 11. Liability Insurance. Licensee will, at Licensee's sole cost and expense, provide and maintain during the term of this License Agreement a blanket or general liability insurance policy against claims for personal injury, death, or property damage occurring in connection with the use and occupancy of the Property, said policy will have limits of not less than One Million and 00/100 Dollars ($1,000,000.00) combined single limit. 12. Requirement for All Insurance. All insurance policies (or riders) required by this License Agreement will be (i) taken out by Licensee and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) will contain a provision that the insurer will not cancel or revise coverage thereunder without giving written notice to Licensee as an insured party and to the City as an additional insured at least thirty (30) days before cancellation or revision becomes effective, (iii) will name Licensee as an insured party and "City of Monticello" as an additional insured, (iv) will be in accordance with specifications approved by the City Administrator for the City, and (v) will be evidenced by a Certificate of Insurance listing "City of Monticello" as an additional insured which will be filed with the City. 13. Assignment and Subletting. Licensee will not by operation of law or otherwise assign or sublet or permit the Property as depicted and described in this License Agreement to be used by others without the City's prior written consent in each instance, which shall not be unreasonably withheld. 14. Default. If Licensee at any time defaults in the observance of any of the terms, covenants, and conditions of this License Agreement, including any exhibits thereto, the City will immediately notify Licensee of Licensee's failure to observe such terms, covenants, and conditions. Upon such notice being given by the City, this License Agreement will wholly cease and terminate and Licensee will have no rights or interests whatsoever to further use or occupy the Property. The City may reenter and recover possession of the Property either with the consent and cooperation of Licensee or, if such consent and cooperation are withheld, may recover possession thereof and reenter in the manner prescribed by Minnesota Statutes Chapter 566 on Forcible Entry and Unlawful Detainer, as such Chapter may be amended, supplemented, or replaced from time to time, with the City thereby being entitled to such rents, costs, and attorney's fees as allowed by law. 15. Surrender of Possession. Licensee agrees that at the expiration or cancellation of this License Agreement, Licensee will surrender possession of the Property together with all improvements to the Property in a good, operable fashion. Upon surrendering possession of the Property, Licensee agrees to remove all personal property belonging to Licensee. 16. Successors and Assigns. The City and Licensee agree that this License Agreement will be binding upon and inure to the benefit of the successors and assigns of the parties hereto in 4 221762A accordance with the terms and conditions of this License Agreement and any statutes, regulations, ordinances, or city code provisions applicable thereto. 17. Written Notices or Other Correspondence. Any written notice or other correspondence to be provided by and between the City and Licensee in accordance with this License Agreement will be either hand delivered or mailed by registered or certified mail to the following addresses: CITY: Rachel Leonard, City Administrator City of Monticello 505 Walnut Street Monticello, Minnesota 55362 "Licensee": Block 52 Holdings LLC 4379 33rd Avenue South, Suite 121 Fargo, ND 58104 Norgren Exchange, LLC 4379 33rd Avenue S #121 Fargo, ND 58104 Buchholz Exchange 4379 33rd Avenue S #121 Fargo, ND 58104 18. Waiver of Default. Any waiver by the City of a default under the provisions of this License Agreement by will not operate or be construed as a waiver of a subsequent default by Licensee. No waiver will be valid unless in writing and signed by the Mayor and attested by the City Clerk on behalf of the City. 19. Invalidity of Provisions. If any term or provision of this License Agreement or any application hereof to any person or circumstance is to any extent found to be invalid or unenforceable, the remainder of this License Agreement or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable will not be effected thereby and each term and provision of this License Agreement will be valid and be enforced to the fullest extent permitted by law. 20. Entire Agreement. This instrument herein contains the entire and only agreement between the parties and no oral statements or representations or prior written matter not contained in this instrument will have any force and effect. This License Agreement cannot be modified in any way except by writing executed by both parties. 21. Governing Law. This License Agreement will be governed exclusively by the provisions hereof and by the laws of the State of Minnesota, as the same from time to time exists. 221762A IN WITNESS WHEREOF, the parties have hereunto set their hands as of the day and year first above written. CITY OF MONTICELLO By: Mayor By: City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2023, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 6 221762A DEVELOPER: BLOCK 52 HOLDINGS LLC Mark D. Buchholz, its Manager STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2023, by Mark D. Buchholz, the Manager of Block 52 Holdings LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public 221762A DEVELOPER: BUCHHOLZ EXCHANGE LLC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2023, by , the LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public 112013 8 [print name] [title] day of , of Buchholz Exchange DEVELOPER: NORGREN EXCHANGE LLC STATE OF MINNESOTA ) ( ss. COUNTY OF The foregoing instrument was acknowledged before me this 2023, by , the LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 112013 9 [print name] [title] day of , of Norgren Exchange EXHIBIT "A" Legal Description 98111 EXHIBIT "B" Depiction of Premises and Location of Property n p� �@®N `�IS30 3115 8 M•�� S1N3 W18ddd A ww: 'Po `JNIL133NI`?N3 Z1If1H3S aiyaMmpc irolii�°na { 98111 4477 2U mB Bi ]7 0 EXHIBIT "C" Use of Premises For use and maintenance of retaining wall, patio, stair and walkway and appurtenant features, as depicted below. NOTE: CONTRACTOR SHALL COORDINATE BLOCK 52 SITE CONSTRUCTION WITH ADJACENT PUBLIC \� IMPROVEMENTS PROJECT CONSTRUCTION, AND \ \\ \ \ — \ � \ \ \ I VERIFY ANY CHANGES IN PUBLIC IMPROVEMENTS \ \ \ PROJECT DESIGN DURING CONSTRUCTION, WHICH ` \ MAY AFFECT THE BLOCK 52 PROJECT. \-C9 921.6 \ \ \ \ \\ \ Is \ \ / \/' lin W)=9 \ \ -77 6 05v lb I \ C V0'N� I E7d[CUR� T / I W 2 -FT -TAP R O� \ /CH EXISTING 0 I 8 Alllll NT (TYP) i . \ AT H PUBLI IM OVE T -s - PROJECT IT P) / o / B612 CURB & \ 6 Q / GUTTER (TYP) * / ` / IP 112 „ �� / /T 6' 1533Cb Q yp� / / \ 11 — / Q) END U�P,8� ER J, APE `bF / ITUM OUS // 0a \ PA V ENT BITUMI7J US / (TY P NT ( Pf / B 12 CURB/ CONCRETE / UTTER (TYP) \ O SIDEWALK BITUMINOUS BITUMINOUS PAVEMENT / PAVEMENT STREET PATCH / ° 4° CONCRETE SIDEWALK OR APRON PARKING CALCULATION ON-SITE PARKING = 110 SPACES BITUMINOUS PAVEMENT STREET PATCH AS PER CITY STANDARDS (TEMPORARY, UNTIL PUBLIC s IMPROVEMENTS PROJECT STARTS) 1 � / ` MATCH EXISTING --PAVEMENT (TYP) RETAINING WALL #2 \ \\ \ \ LENGTH = 59 LF / HEIGHT= 0 TO 10'-4" RETAINING WALL #3 / ` LENGTH = 108 LF HEIGHT 0 TO 3'-11 QST P/SIG (MMUT 1-1 BOULDERS/(TYP) (COORDINATE / CITY CH PLIB C ��p' / RETAINING WALL #4 IMPROVEMENT LENGTH = 92 LF d DJECT (TYP) �Q / HEIGHT = 0 TO 2'-9" 2 / Som / (TYP) a�� / R12 J" //, a Q ' O�'r eve / NOTE: PROPERTY 309.7 -FT FROM MISSISSIPPI \ \ �/ ° ��\ \ o /T :6„ / CONCRETE / \ p.� °• d c�ypio� ot;o / z RIVER OHW (FROM PRELIMINARY PLAT) �q / \ v yp/ 2 SIDEWALK (TYP) � / / d • . °d ° / / % NOTE: PROPERTY 316.2 -FT FROM I \ / ON ETE / �� / / \ • �; d' %, /\ MISSISSIPPI RIVER EDGE OF WATER ON V / EX. BU ding \ SIDE ALK / / / ° / / d ° ari�9 0° / 03/16/22 (FROM PRELIMINARY PLAT) ° `b� No. 06 (TYP)CONCRETE ° STMH �`V,/ _ ° -D 2S- , . / ° STEPS (5) CONC / Rim= 923.78 O FFE— 9 9 SIDEWALK CROSS -D IN 9 / I,31 \ ° / STEPS S B612 CURB & 0 / 0 \° tiiy\ In v= �•,� � • °W FLOWLINE W - 9 9 0 ° ° d ° •^ � � �i GUTTER (TYP) / �L LINE E = 9"2 .00 ° , d Qd d • /�` �9�Q / MATCH EXISTING 14 tty d CONCRETE h cb�� /�N J9 8 �\ \ TRENCH DRAIN ON \ SIDEWALK \° -IV eo ADJACENT PROPERTY p • d TYP ,� ,. \ FIELD VERIFY) 26, \6 612 CU YP \ \ / / o�Q� ( ) �/ IV 7 S 64*&40" 40 E CONCRETE/ � d 612 CURBd / / / ,;o, :0„ / APRON GUTTER (TY) ° 2 0��/ y p 0, o a(liii / / p/ \ \ / ,°„ RETAINING WALL #1 /0:3. a BOULDERS TYP) \ Q TRANSITION FROM /TY%J / / o` �c�/ o / / LENGTH = 96 LF / d (COORDINATE A, B612 T0�41�610, I o�Q `l!"'q� HEIGHT = 0 TO 10'-4" > . / W/ CITY) QURB & GUjAf�l2 \ a • 14�r� /� r 3" d • �'\ / ti CH EX WATCH NG ao °// F \ 1LEMEN () \ ON / CONCRETE CONCRETE MATCH -PUBLIC � / / 1 \ / • / ° /F IDEWALK ry�� / / �� ° d SIDEWALK <, IMPROVEM-tNTS �1 � 1 �P} d • ° Q PROJECT (TYP) \ \ \ P X2 \ / \ ° XISTING CONC. oy\F Or 0 \ \� / / 26` d (TYP) ° �, / \ s PAVEMENT TO ITU�fv1IN ° d, d ' / 0,/;, C� \ / / REMAIN °d< O / PPEMENT �/ / 10� / (TYP) / \ D41 ( ) TRASH ENCLOSURE O! TRANSITION FROM ER ( ) / / (SEE ARCH.) d ° NEW CONCRETE SIDEWALK / B612f�O D412 \ 2 ,�8 v /• ° AS PER CITY & MNDOT \ CURB &GUTTER / \ 0` �° 2 0 OHF m / CONCRETE d STANDARDS (TYP) / /\ Fo co SIDEWALK (TYP) ! B612C/1RB& /•d• GU TT R TYP /2 / 0" 2 w B612 CURB & i / \ \ ry1�A \ w HANDICAP GUTTER (TYP) SMH TRANSFORMER PAD \4 / \ \9; � o `b SIGNAGE a / vN� �/ � HANDICAP SIGNAGE � * I (BY OT ERS) Y /Ty7 / (TYP) °� im=927.47 / A I� / / / / 0 1. PROVIDE HANDICAP SPACE SIGNAGE ASS PER MN ° Ex. Building / / 0 8,0„ ° o ADA RAMPS W/ d °/ ° n r STATUTE 169.346 ($200 0 FINE) AN7THE N MUTCD / B612 CURB / LANDING (TYP) \ ® ° O No. 155 / • S, GUTTER (TYP) d ° F NF 7 / �I) / \ t FFE= 929. ° �I P 2. PROVIDE "NO PARKING" SIGNAGE HEAD \ / E/ev 931 I / • a l SI OF HANDICAP AC ESS AISLES, N MORE THAN ► � ¢ ES /T '1, / //O \ 2� (TY )-�' \ a / ; 8 -FT FROM THE HEAD OF THE AISLES e I MATCH UBLIC RETAINING WALL #5 ` \ I IMPRO EMENTS \ /Ty' / ° `� LENGTH = 243 LF PROJECT (TYP) ry� / 7 v O G CONCRETE / ° d �� (�� HEIGHT = 0 43 2'-9"/ / o / / O� , CONCRETE / ° N SIDEWALK 4, " °� �� // �^ J SIDEWALK ° �� •N� �// / (TYP) / / ° 12 (TYP) </ ° �� 4 BOULDERS (TYP) SMH / O i / a M ,d \\ O (COORDINATE Rim =928.61 \ — / A A RAMPS W/ 66 ° 1' Ingress and — f Q W/ CITY) Inv=916.11 i /' HAND/CAP ANDING (TYP) �gu,ss Easement \ \ STMH // \ \ '0„ SIGNAGE / / ,� Gc PROPOSED BUILDING \ Rim= 928. 10 �U \ \ \ ° MFE = 929.00 a / �(n v= \ 61O"CR &GFE = 918.67 \ PUBLIC I OVEMENTS (TYP) \ , \ \ F / PROJECT MATCH / ®® /�•/ • O BUILDING (TYP) UUCRETE SIDE(TYWALK CONCRETE �f \ 6St • / / SIDEWALK /a / NEW CONCRETE SIDEWALK \ /9' \ / a°'4"° V� \ AS PER CITY & MNDOT/ (TYP) /,0 STANDARDS (TYP) Qj � p e ° MATCH PUBLIC ` \ / / \ PID: 155-218-001010 gip. IMPROVEMENTS PROJECT (TYP) / y \ , 1� Sys II ��, A (2) CO RETE I / NOTE. CONTRACTOR SHALL COORDINATE BLOCK 52 ® \ \ O es� \\ / \ (IV �^�� STEPS SITE CONSTRUCTION WITH ADJACENT PUBLIC IMPROVEMENTS PROJECT CONSTRUCTION, AND \ t\� �lyol • �� •�C,� / VERIFY ANY CHANGES IN PUBLIC IMPROVEMENTS O PROJECT DESIGN DURING CONSTRUCTION, WHICH MAY AFFECT THE BLOCK 52 PROJECT. ` ' V NOTE: CONTRACTOR SHALL OBTAIN ALL /P /2 ��O / B ULDERS (TYP) NECESSARY STATE AND COUNTY PERMITTING OORDINATE FOR WORK COMPLETED WITHIN STATE AND/OR /CITY25718 \ \ \ —E1l. 928.45' _ \ ) COUNTY PUBLIC RIGHT-OF-WAY SMH Rim = 927.58 STMH Rim = 927.43 \ In v=919.78E �� \ / SURFACING NOTES: 1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM. 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. 5. CONCRETE PAVEMENT OR APRONS, WHICH ABUT DOORWAY OPENINGS SHALL BE TIED TO THE FLOOR SLAB WITH #4 BARS ALONG THE ENTIRE WIDTH OF THE DOORWAY. SEE DETAIL ON SHEET C3. 6. SEE SHEET C1 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. NTS C c g C 5° r , LaNE5 5" WIDE PROVIDE Wh rrr; PAINTED 5YMBOL AT EACt# ACCE5515LE PARKING STALL, CENTER 5YINBO , N STALL. ACCESSIBLE 5YMI30L, NTS CIVIL SHEET INDEX CS1............................................................................................................................................SITE PLAN C1...............................................................................................STANDARD NOTES & SPECIFICATIONS C2- C3.....................................................................................................................STANDARD DETAILS C4......................................................................................................DEMOLITION & REMOVALS PLAN C5..................................................................................................................................GRADING PLAN C6................................................................................................................SWPPP - STANDARD NOTES C7..............................................................................................................SWPPP - STANDARD DETAILS C8............................................................................................................................SWPPP - PLAN VIEW C9........................................................................................................................................UTILITY PLAN SITE PLAN �(1) 12" X 18" .D80 F)TANDARD UNIVERSAL, 06 U AGCE55I61Z PARKING SIGN WITH Z �,M; 2-3/5' / CADMIUM BOLTS, NUTS AND 5c 0 0 LOCKS. ThtIS 5I6N TYPICAL- AT EACH U) 0_U ACCE551BL: PARNNCG SPACE. ZooN Lu LOCATE "NO PARKING" 616N AT W � zC_ MEAD OF ACCESS AISL:. U U v CLJ Z O W N W W JUS 0— SIGN V v Q C REQUIRED AT VAN-AGC5� .N U PARKING 5TALL5 ONLY. z N UOQ Q0 C3 Iw co � .� U N 2" DIA 67ALVANIZE17 NUMBER: Ax STEEL POST, -PAINTED - - - z �} C �� c a FN6HED GRADE Q SCALE: U 3000 PSI CONCRETE 1 "=30' L _U (0 > LO NOTE- (� N C N CSI OF J O M ACCE55IBi.E PARKING SIGN SMALd, _ N O 0 O Q Q) U) CONFORM WITH CURRENT STATE AND �0. LOCAL CODES AND REGULATIONS. Q} O LOCATE A MAXIMUM OF 8-O" FROM N THF, "MEAD" OF Th ff 5TAL,. L:Vi OF PARKING 5URFACE ACCE55ISLE 56N DETAIL NTS C c g C 5° r , LaNE5 5" WIDE PROVIDE Wh rrr; PAINTED 5YMBOL AT EACt# ACCE5515LE PARKING STALL, CENTER 5YINBO , N STALL. ACCESSIBLE 5YMI30L, NTS CIVIL SHEET INDEX CS1............................................................................................................................................SITE PLAN C1...............................................................................................STANDARD NOTES & SPECIFICATIONS C2- C3.....................................................................................................................STANDARD DETAILS C4......................................................................................................DEMOLITION & REMOVALS PLAN C5..................................................................................................................................GRADING PLAN C6................................................................................................................SWPPP - STANDARD NOTES C7..............................................................................................................SWPPP - STANDARD DETAILS C8............................................................................................................................SWPPP - PLAN VIEW C9........................................................................................................................................UTILITY PLAN SITE PLAN (./0 �(1) 06 U Z �,M; W 5c 0 0 U) 0_U ZooN Lu W W � zC_ Q5 U U v CLJ Z O W N W W JUS 0— U V v Q C 30 .N U OE z N UOQ Q0 C3 Iw co � PROJECT U N NUMBER: Ax O= 2w o z �} C �� c a Z O _c� SCALE: U o a 1 "=30' L _U (0 > LO (� N C N CSI OF J O M (D _ N O 0 O Q Q) U) �0. Q} O N }� O C3 >- N X% E -c04 L U M > N N O LF-- io 04 C U _c >,O N O 10O � U C s E O w m (./0 O 06 U Z �,M; W 0 0 LL] O a 0) ZooN Lu W W � v Z _ U v CLJ Z O W N W W JUS 0— U V v Q C z0) .N W LL] z N � UOQ N Iw CIO � PROJECT U N NUMBER: Ax 2w O U c a _c� SCALE: O r LO 1 "=30' L (0 > LO Fr Z CSI OF 1 O M _ N O 0 O U) = U) U) Z O IL E V) W 0 Z O o V) W O N co � Z r UN ^ � V J Y Lu W �OLu Lu W O O v CLJ Z W Z N W W JUS 0— 0.5o Lu Lu z UOQ Z Lu z0 CIO PROJECT NUMBER: 22015 _c� SCALE: LO 1 "=30' CN N N CSI OF 1 City Council Agenda: 9/25/2023 2L. Consideration of adopting Resolution 2023-82 setting a public hearing for October 23, 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 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-82 setting a public hearing for October 23, 2023, on the final layout for State Project 8680-189 on Trunk Highway 94. REFERENCE AND BACKGROUND MNDOT prepared plans to complete State Project 8680-189, Trunk Highway 94 Gap project which is intended to 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. According to Minnesota Statutes 161.164, municipalities are given the opportunity to provide input and approval of the final layout of improvements to trunk highways. If the municipality disapproves a final layout, the Commissioner of the Department of Transportation can choose to make modifications as requested by the municipality, decide not to proceed with the project, or refer the final layout to an appeal board. The appeal board has the ability to recommend approval, recommend approval with modifications, or recommend the disapproval of the final layout. The current 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 901h Street west to the Broadway Avenue underpass and along the south side of TH 94 starting at Freeway Fields to west to the CSAH 18, Fenning Avenue on-ramp. ADA improvements within TH 94 right-of-way for Broadway Avenue and along Fenning Avenue by 7th Street and Chelsea Avenue are also included in the project. The project is planned to be bid in February 2024 with major construction starting in summer of 2024 with construction expected to take three years to complete. Two lanes in each direction along TH 94 will be maintained throughout the project. Closures to the Fenning Avenue loop City Council Agenda: 9/25/2023 ramps onto TH 94 are expected to last one month each during construction. It is anticipated that these closures will occur in either 2025 and/or 2026. I. 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 2028-82 B. Municipal Consent Letter C. Final Layout plans RESOLUTION NO. 2023-82 Resolution for Layout Approval for State Project 8680-189 At a Meeting of the City Council of the City of Monticello, held on the 25' day of September, 2023, the following Resolution was offered by and seconded by to wit: WHEREAS, the Commissioner of Transportation has prepared a final layout for State Project 8680-189 on Trunk Highway 94, from 0.4 mile west of the Junction of TH 94 and TH 25 in Monticello to 0.4 mile east of CSAH 37 in Albertville within the City of Monticello for roadway expansion and reconstruction improvements; and seeks the approval thereof, as described in Minnesota Statutes 161.162 to 161.167: and WHEREAS, said final layout is on file in the District 3 Minnesota Department of Transportation office, Baxter, Minnesota, being marked as Layout No. 1B, S.P. 8680-189, from R.P. 193+00.000 to 202+00.528. NOW, THEREFORE, BE IT RESOLVED that said final layout for the improvement of said Trunk Highway within the corporate limits be and is hereby approved. Upon the call of the roll the following Council Members voted in favor of the Resolution: The following Council Members voted against its adoption: ATTEST: Mayor Dated State of Minnesota County of Wright City of Monticello I do hereby certify that the foregoing Resolution is a true and correct copy of a resolution presented to and adopted by the Council of the City of Monticello, Minnesota at a duly authorized meeting thereof held on the 251h day of September, 2023, as shown by the minutes of said meeting in my possession. (SEAL) City Clerk 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: 9/25/2023 2M. Consideration of approval of a quote from Sir Lines A Lot, LLC for the 2023 Pavement Marking Project for $36,838.46 Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to approve the quote from Sir Lines A Lot, LLC for the 2023 Pavement Marking Project for $36,838.46. REFERENCE AND BACKGROUND The 2023 pavement marking project will consist of updating the markings on multiple roads throughout the city with latex paint due to needed updating. The striping project is a little late this year because of to the extensive patching that was required on our roadways. The project map is included in the supporting data which shows the street locations that will be included in the project. Quotes were solicited from four companies but only one quote was received. The quote was from Sir Lines A Lot for $36,838.46. I. Budget Impact: This project will be funded from the Street Department budget in the General Fund. II. Staff Workload Impact: Staff will oversee managing the construction of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the quote from Sir Lines A Lot for the 2023 Pavement Marking Project. SUPPORTING DATA A. Quote B. Project Map BIDS DUE: Wednesday September 20, 2023 10:00 A.M. Email to ryan.melhouse@ci.monticello.mn.us Project Engineer City of Monticello 909 Golf Course Road Monticello, Minnesota 55362 Dear Project Engineer: FORM FOR 2023 Pavement Markings Project FOR THE CITY OF MONTICELLO, MINNESOTA Firm Name: Sir Lines -A -Lot LLC Address: 7175 Cahill Road Edina, MN 55439 Phone: 952-913-8382 The following quote is made for 2023 Pavement Markings Project 2. The undersigned certifies that the contract documents listed in the instruction to bidders have been carefully examined and that the site of the work has been personally inspected. The undersigned declares that the amount and nature of the work to be done is understood and that at no time will misunderstanding of the contract documents be pleaded. On the basis of the contract documents, the undersigned proposes to furnish all necessary apparatus, traffic control, and other means of construction, to do all the work and furnish all the materials in the manner specified, to finish the entire project within the time hereinafter specified, and to accept as full compensation therefore the sum stated below. 3. BID Form: DESCRIPTION Unit QUANTITY UNIT PRICE Total Price 4" Solid Line White -Paint Latex Linear Feet 128,283 $0.11 $14,111.13 4" Solid Line Yellow -Paint Latex Linear Feet 10,409 $0.11 $1,144.99 Double 4" Solid Yellow -Paint Latex Linear Feet 63,180 $0.22 $13,899.60 4" Broken Line Yellow -Paint Latex Linear Feet 4,349 $0.11 $478.39 4" Broken Line White -Paint Latex Linear Feet 2,276 $0.11 $250.36 4" Solid Line with 4" Broken Line Yellow -Paint Latex Linear Feet 26,723 $0.13 $3,473.99 Left Turn Arrows Each 33 $45.00 $1,485.00 Right Turn Arrows Each 26 $45.00 $1,170.00 Straight Arrows Each 5 $45.00 $225.00 Straight & Right Turn Arrows Each 9 $60.00 $540.00 Straight & Left Turn Arrows Each 1 $60.00 $60.00 Grand Total $36,838.46 120th st Lu Le UAAE)-T"aU)PRAIR yRIVFR I m z SANDY R/SFR 110TH 39 Z CLUB VIEW z O -J J Q 0 99TH 40 Monticello 2023 Pavement Markings Project 0 0.4 0.8 1.6 Miles 2023 Pavement Markings Project agRkpC v AcF�R 4AA7 SAVANNA F�°tiT IZA oma 4 y to Lf DUNDAS I _ O N O 4 z I 5 a� w 25 87TH m_ m m 85THI t ti9 pR Vq T /SS/ppl F y RIVE VIEW 9 Oqo� MILL RUN �y 10 �KIOPK SCHOOL Y Q O STARLIN p w (D Z Z Z Lu LL DEER J (D Lu f D O Q 85TH X �� ✓gs0/Y x 85 84TH 84TH GeoE- e, Ea:hstar Geo}'�grig phics ir >usDS, hJSDA, USGS A�'roG _ . IGN; an _I the 0Z1y1f: 39 II City Council Agenda: 9/25/2023 2N. Consideration of approving a shared facility use agreement with Swan River Montessori Charter School for the 2023-2024 school vear Prepared by: Meeting Date: 0 Consent Agenda Item Parks & Recreation Director 9/25/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve a shared facility use agreement with Swan River Montessori Charter School for the 2023-2024 school year. REFERENCE AND BACKGROUND In 2005, the City of Monticello and Swan River Montessori School developed a foundational agreement for student use of the Monticello Community Center. That agreement identified a Swan River ground lease with the City, including requirements to purchase student memberships at the community center. Since then, it was modified in 2008 and 2017 to remove a ground lease and a contract for deed termination agreement. Terms related to the parking lot and first right of refusal on any future sale of the property remained in place. In general, since 2005 the State of Minnesota has changed the requirements for disbursement of funds for Montessori Charter Schools. Staff and legal teams from both organizations met to discuss the current agreement, and the overall recommendation was to draft a new agreement between Swan River Montessori School and the City of Monticello. In the meantime, a one-year shared facility use agreement was drafted for the 2023-24 school year. This agreement references the following building uses for school days and non -school days. School Day Uses: Gymnasium One half (1/2) of the Gymnasium every school day 12:00 — 3:00 p.m. (subject to occasional use by the City for Blood Mobile, elections, and similar uses as scheduled by the School and the City). Romp and Stomp Room Daily use by School for preschool, pre -K, and Kindergarten pupils only, subject to scheduling between School and City. City Council Agenda: 9/25/2023 Climbing Wall Subject to future agreement between the City and the School, and dependent upon Community Center staffing. Non -School Day uses: Swimming Pool Two weekday afternoons 12:45 — 3:00, or other 2.25 - hour window. Actual day schedule subject to lifeguard staff availability. Mississippi Room Up to 7 scheduled uses per school year "Swim/Gym/Climb Day" Up to 2 scheduled all -day uses per school year, City to staff climbing wall and lifeguards on such day Gymnasium PTO Sponsored Breakfast with the Bunny Fundraiser (1 scheduled Saturday during school year, with date and time agreed in advance by City and School) I. Budget Impact: The School will pay the City of Monticello the sum of $55,000 for use of the Monticello Community Center for the 2023-2024 fiscal year. II. Staff Workload Impact: Staff will manage student schedules and payment. III. Comprehensive Plan Impact: The Monticello 2040 Comprehensive Plan includes a chapter related to community facilities and infrastructure. This chapter outlines a goal and commitment to collaborative relationships with education providers to ensure strong education services for the benefit of the community. STAFF RECOMMENDED ACTION City staff recommend approving the shared facility use agreement with Swan River Montessori Charter School for the 2023-2024 school year. SUPPORTING DATI A. Draft lease agreement B. Draft Lease agreement (redlined) SHARED FACILITY USE AGREEMENT THIS SHARED FACILITY USE AGREEMENT ("Agreement") dated the day of , 2023 by and between SWAN RIVER MONTESSORI CHARTER SCHOOL, a Minnesota non-profit corporation ("School") and the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"). RECITALS WHEREAS, the School leases a parcel of real property located at 500 Maple Street, Monticello, MN 55362 ("School Property") from SRCS Building Company ("SRCS" or "Building Company"). The School Property is improved with a schoolhouse facility (the "Schoolhouse Facility"). The School is the sole tenant of SRCS and occupies 100% of the School Property, including the Schoolhouse Facility located thereon; WHEREAS, the School Property abuts the parcel of property upon which the City's Community Center is located at 505 Walnut Street, Monticello, MN 55362 ("Community Center"); WHEREAS, the School and the City are parties to an Agreement ("2005 Agreement") dated April 7, 2005 that, among other things, addressed shared use of certain portions of the Schoolhouse Facility and the Community Center, among other provisions; WHEREAS, SRCS, the School, and the City entered into a Termination, First Option and Right of Refusal Agreement ("Termination Agreement") dated October 2, 2017 concerning the Property. The Termination Agreement terminated all portions of the 2005 Agreement except Paragraphs, 14, 15, and 19 of such 2005 Agreement, which remain in force and effect; WHEREAS, the Termination Agreement authorized the School and the City to enter into separate written agreements concerning the use of the Schoolhouse Facility and the Community Center; and WHEREAS, the parties desire to modify certain terms of paragraph 15 of the 2005 Agreement as it relates to the shared use of the Community Center, only for the school's 2023- 2024 fiscal year (July 1, 2023 — June 30, 2024). AGREEMENT NOW, THEREFORE, the parties agree as follows: 1. ANNUAL PAYMENTS FOR FISCAL YEAR 2023-2024. In full satisfaction of the obligations of the parties under paragraph of the 2005 Agreement for the period July 1, 2023 — June 30, 2024, the parties agree as follows: (a) The School will pay the City the sum of $55,000.00 in rent for the Community Center Use (defined below) by the School for the 2023-2024 fiscal year only. This may, at School's election, be paid in a lump sum or in monthly installments, conditioned upon School's receipt of lease aid. 1 aa6s9ov5 (b) As used herein, the Community Center Use means the following uses of portions of the Community Center by the School during school hours: (1) School Dam. Gymnasium One half (1/2) of the Gymnasium every school day "Swim/Gym/Climb Day" 12:00 — 3:00 p.m. (subject to occasional use by the City for Blood Mobile, elections, and similar uses as Gymnasium scheduled by the School and the City). Romp and Stomp Room Daily use by School for preschool, pre -K, and Kindergarten pupils only, subject to scheduling between School and City. Climbing Wall Subject to future agreement between the City and the School, and dependent upon Community Center staffin . Swimming Pool Two weekday afternoons 12:45 — 3:00, or other 2.25 - hour window. Actual day schedule subject to lifeguard staff availability. The School will notify the City at least 24 hours in advance of any cancellation of the School's use of the Swimming pool, Gymnasium and Romp and Stomp Room. (2) Non -School Day Uses. In addition to the foregoing, the School will have the following uses of portions of the Community Center during non -school hours: Mississippi Room Up to 7 scheduled uses per school year "Swim/Gym/Climb Day" Up to 2 scheduled all -day uses per school year, City to staff climbing wall and lifeguards on such da Gymnasium PTO Sponsored Breakfast with the Bunny Fundraiser (1 scheduled Saturday during school year, with date and time agreed in advance by City and School The School will notify the City at least 2 weeks in advance of any cancellation of the School's non -school day use of the Community Center. (c) Nothing herein shall limit the City in determining its method of management of the Community Center. Should the City at any point during the term of this Agreement sell or assign the Community Center facilities to another entity whether public or private, for profit or non-profit, this Agreement may be terminated or assigned to the new entity at the City's sole discretion; provided, however, that if the City terminates this Agreement, it will refund any unapplied portion of the rent paid in accordance with this Paragraph 1 (amortized over the period September 1, 2023 — May 31, 2024). 2 226s9ov5 (d) The School's right to use the Community Center under this Agreement shall terminate upon the termination of the City's lease of the School as provided in Paragraph 14, except as otherwise agreed by the parties in writing; provided, however, that if the City terminates this Agreement, it will refund any unapplied portion of the rent paid in accordance with this Paragraph I (amortized over the period September 1, 2023 — May 31, 2024). 2. TERMS OF USE. With respect to the uses of the School Property and the Community Center as provided in this Agreement, the parties agree as follows: A. Insurance, Indemnification. 1. Indemnification. The School shall indemnify and hold harmless the City, its officials, agents, and employees from and against all liability, actions, clams, demands, costs, damages, or expense of any kind which may be brought or made against the City or which the City may pay or incur by reason of the use of the Community Center by the School, its officials, employees, students, staff, volunteers, guests or agents, which do not result from the willful act or gross negligence of the City, its officials, employees, or agents, and the School agrees to defend, indemnify and hold the City harmless against all actions, proceedings, claims, liability, damage, demands, or expense, including attorneys' fees and litigation expenses, in any manner caused by or arising from any of the following during the term of this Agreement: (a) any injury to or death of any person or any damage to property located in or on the Community Center; (b) any use, condition or state of repair of all of any part of the Community Center; (c) any failure by the School to perform any obligation under this Agreement; or (d) any negligence or willful act by the School or any of the School's its officials, employees, students, staff, volunteers, guests or agents. If any action, suit or proceeding is brought against the City by reason of any such occurrence, the School, promptly after written request by City, will defend such action, suit or proceeding at the School's expense with legal counsel acceptable to the City. The City shall indemnify and hold harmless the School, its officials, employees, students, staff, volunteers, guests or agents, from and against all liability, actions, clams, demands, costs, damages, or expense of any kind which may be brought or made against the School or which the School may pay or incur by reason of the use of the School Property by the City, its officials, employees or agents, which do not result from the willful act or gross negligence of the School, its officials, employees, students, staff, volunteers, guests, or agents, and the City agrees to defend, indemnify and hold the School harmless against all actions, proceedings, claims, liability, damage, demands, or expense, including attorneys' fees and litigation expenses, in any manner caused by or arising from any of the following during the term of this Agreement: (a) any injury to or death of any person or any damage to property located in or on the School; (b) any use, condition or state of repair of all of any part of the School Property; (c) any failure by the City to perform any obligation under this Agreement; or (d) any negligence or willful act by the City or any of the its officials, employees or agents. If any action, suit or proceeding is brought against the School by reason of any such occurrence, the City, promptly after written request by School, will defend such action, suit or proceeding at the City's expense with legal counsel acceptable to the School. Notwithstanding the foregoing, the City's liability shall be limited to the liability limits identified in Minn. Stat. ch. 466. aa6s9ov5 2. Liability Insurance. During the term of this Agreement, each party shall maintain the following types of insurance, in the amounts specified below: (a) Liability Insurance. Commercial General Liability Insurance covering use of the other party's property by the party or for any third party by consent of the party against claims for bodily injury or death or property damage, which insurance shall be primary and non-contributory and shall provide coverage on an occurrence basis with a per occurrence limit of not less than the amounts of maximum liability for such claims as set forth in Minnesota Statutes Section 466.04. (b) Worker's Compensation Insurance. Worker's Compensation insurance in amounts required by applicable law. Each party shall name the other as an additional insured on any such policies. 3. Insurance Generally. The insurance which Parties' are required to procure and maintain shall be issued by a qualified Minnesota local government insurance pooling entity or by an insurance company or companies licensed to do business in the State of Minnesota. The insurance policies shall provide that they shall not be canceled, materially changed or not renewed without thirty (30) days 2005 notice thereof to the additional insured. Each Party shall deliver to the other a duplicate original or certificate of such insurance policy or policies and shall, during the term of this Agreement, provide evidence of such insurance upon request of the other party. B. Notices. Notices required by this Agreement shall be addressed as follows: To School: Swan River Montessori Charter School 500 Maple Street Monticello, Minnesota 55362 To City: City of Monticello 505 Walnut Street, Suite 1 Monticello, Minnesota 55362 3. AMENDMENTS. This Agreement may be amended or any of its terms modified only by written amendment as mutually agreed upon authorized and executed by the City and the School. 4. EXECUTION COUNTERPARTS. This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 5. GOVERNING LAW. This Agreement shall in all respects be governed by and interpreted under the laws of the State of Minnesota. 6. RELATIONSHIP OF THE PARTIES. Nothing contained in this Agreement shall be deemed or construed by the parties hereto or by any third party to create the relationship or principal and agent or of partnership or of joint venture or of any association whatsoever between the School and the City. 4 226s9ov5 7. SEVERABILITY. If any of the terms or provisions contained herein shall be declared to be invalid or unenforceable by a court of competent jurisdiction, then the remaining provisions and conditions of this Agreement, or the application of such to persons or circumstances other than those to which it is declared invalid or unenforceable, shall not be affected thereby and shall remain in full force and effect and shall be valid and enforceable to the fullest extent permitted by law. [Signatures on Following Page] 226s9ov5 IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. CITY OF MONTICELLO Lloyd Hilgart, Mayor Rachel Leonard, City Administrator SWAN RIVER MONTESSORI CHARTER SCHOOL Its: 6 226s9ov5 SHARED FACILITY USE AGREEMENT THIS SHARED FACILITY USE AGREEMENT ("Agreement") dated the day of , 2023 by and between SWAN RIVER MONTESSORI CHARTER SCHOOL, a Minnesota non-profit corporation ("School") and the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"). RECITALS WHEREAS, the School leases a parcel of real property located at 500 Maple Street, Monticello, MN 55362 ("School Property") from SRCS Building Company ("SRCS" or "Building Company"). The School Property is improved with a schoolhouse facility (the "Schoolhouse Facility"). The School is the sole tenant of SRCS and occupies 100% of the School Property, including the Schoolhouse Facility located thereon -.i WHEREAS, the School Property abuts the parcel of property upon which the City's Community Center is located at 505 Walnut Street, Monticello, MN 55362 ("Community Center!+.:1 WHEREAS, the School and the City are parties to an Agreement ("2005 Agreement") dated April 7, 2005 that, among other things, addressed shared use of certain portions of the Schoolhouse Facility and the Community Center, among other provisions.. -i WHEREAS, SRCS, the School, and the City entered into a Termination, First Option and Right of Refusal Agreement ("Termination Agreement") dated October 2, 2017 concerning the Property. The Termination Agreement terminated all portions of the 2005 Agreement except Paragraphs, 14, 15, and 19 of such 2005 Agreement, which remain in force and effect:i WHEREAS, the Termination Agreement authorized the School and the City to enter into separate written agreements concerning the use of the Schoolhouse Facility and the Community Center; and WHEREAS, the parties desire to modify certain terms of paragraph 15 of the 2005 Agreement as it relates to the shared use of the Community Center, only for the school's 2023- 2024 fiscal year (July 1, 2023 — June 30, 2024). AGREEMENT NOW, THEREFORE, the parties agree as follows: 1. ANNUAL PAYMENTS FOR FISCAL YEAR 2023-2024. In full satisfaction of the obligations of the parties under paragraph of the 2005 Agreement for the period July 1, 2023 — June 30, 2024, the parties agree as follows: (a) The School will pay the City the sum of $55,000.00 in rent for the Community Center Use (defined below) by Swan Rivefthe School for the 2023-2024 fiscal year only. This may, at School's election, be paid in a lump sum or in monthly installments, conditioned upon School's receipt of lease aid. 226890v6226890v5 (b) As used herein, the Community Center Use means the following uses of portions of the Community Center by Swan Rive he School during school hours: (1) School Dam Gymnasium One half (1/2) of the Gymnasium every school day "Swim/Gym/Climb Day" 12:00 — 3:00 p.m. (subject to occasional use by the City for Blood Mobile, elections, and similar uses as Gymnasium scheduled by the School and the City). Romp and Stomp Room Daily use by School for preschool, pre -K, and Kindergarten pupils only, subject to scheduling between School and City. Climbing Wall Subject to future agreement between the City and the School, and dependent upon Community Center staffin . Swimming Pool Two weekday afternoons 12:45 — 3:00, or other 2.25 - hour window. Actual day schedule subject to lifeguard staff availability. The School will notify the City at least 24 hours in advance of any cancellation of the School's use of the Swimming pool, Gymnasium and Romp and Stomp Room. (2) Non -School Day Uses. In addition to the foregoing, the School will have the following uses of portions of the Community Center during non -school hours: Mississippi Room Up to 7 scheduled uses per school year "Swim/Gym/Climb Day" Up to 2 scheduled all -day uses per school year, City to staff climbing wall and lifeguards on such da Gymnasium PTO Sponsored Breakfast with the Bunny Fundraiser (1 scheduled Saturday during school year, with date and time agreed in advance by City and School The School will notify the City at least 2 weeks in advance of any cancellation of the School's non -school day use of the Community Center. (c) Nothing herein shall limit the City in determining its method of management of the Community Center. Should the City at any point during the term of this Agreement sell or assign the Community Center facilities to another entity whether public or private, for profit or non-profit, this Agreement may be terminated or assigned to the new entity at the City's sole discretion; provided, however, that if the City terminates this Agreement, it will refund any unapplied portion of the rent paid in accordance with this Paragraph 1 (amortized over the period September 1, 2023 — May 31, 2024). 2 226890v6226890v5 (d) The School's right to use the Community Center under this Agreement shall terminate upon the termination of the City's lease of the School as provided in Paragraph 14, except as otherwise agreed by the parties in writing; provided, however, that if the City terminates this Agreement, it will refund any unapplied portion of the rent paid in accordance with this Paragraph I (amortized over the period September 1, 2023 — May 31, 2024). 2. TERMS OF USE. With respect to the uses of the School Property and the Community Center as provided in this Agreement, the parties agree as follows: A. Insurance, Indemnification. 1. Indemnification. The School shall indemnify and hold harmless the City, its officials, agents, and employees from and against all liability, actions, clams, demands, costs, damages, or expense of any kind which may be brought or made against the City or which the City may pay or incur by reason of the use of the Community Center by the School, its officials, employees, students, staff, volunteers, guests or agents, which do not result from the willful act or gross negligence of the City, its officials, employees, or agents, and the School agrees to defend, indemnify and hold the City harmless against all actions, proceedings, claims, liability, damage, demands, or expense, including attorneys' fees and litigation expenses, in any manner caused by or arising from any of the following during the term of this Agreement: (a) any injury to or death of any person or any damage to property located in or on the Community Center; (b) any use, condition or state of repair of all of any part of the Community Center; (c) any failure by the School to perform any obligation under this Agreement; or (d) any negligence or willful act by the School or any of the School's its officials, employees, students, staff, volunteers, guests or agents. If any action, suit or proceeding is brought against the City by reason of any such occurrence, the School, promptly after written request by City, will defend such action, suit or proceeding at the School's expense with legal counsel acceptable to the City. The City shall indemnify and hold harmless the School, its officials, employees, students, staff, volunteers, guests or agents, from and against all liability, actions, clams, demands, costs, damages, or expense of any kind which may be brought or made against the School or which the School may pay or incur by reason of the use of the School Property by the City, its officials, employees or agents, which do not result from the willful act or gross negligence of the School, its officials, employees, students, staff, volunteers, guests, or agents, and the City agrees to defend, indemnify and hold the School harmless against all actions, proceedings, claims, liability, damage, demands, or expense, including attorneys' fees and litigation expenses, in any manner caused by or arising from any of the following during the term of this Agreement: (a) any injury to or death of any person or any damage to property located in or on the School; (b) any use, condition or state of repair of all of any part of the School Property; (c) any failure by the City to perform any obligation under this Agreement; or (d) any negligence or willful act by the City or any of the its officials, employees or agents. If any action, suit or proceeding is brought against the School by reason of any such occurrence, the City, promptly after written request by School, will defend such action, suit or proceeding at the City's expense with legal counsel acceptable to the School. Notwithstanding the foregoing, the City's liability shall be limited to the liability limits identified in Minn. Stat. ch. 466. 226890v6226890v5 2. Liability Insurance. During the term of this Agreement, each party shall maintain the following types of insurance, in the amounts specified below: (a) Liability Insurance. Commercial General Liability Insurance covering use of the other party's property by the party or for any third party by consent of the party against claims for bodily injury or death or property damage, which insurance shall be primary and non-contributory and shall provide coverage on an occurrence basis with a per occurrence limit of not less than the amounts of maximum liability for such claims as set forth in Minnesota Statutes Section 466.04. (b) Worker's Compensation Insurance. Worker's Compensation insurance in amounts required by applicable law. Each party shall name the other as an additional insured on any such policies. 3. Insurance Generally. The insurance which Parties' are required to procure and maintain shall be issued by a qualified Minnesota local government insurance pooling entity or by an insurance company or companies licensed to do business in the State of Minnesota. The insurance policies shall provide that they shall not be canceled, materially changed or not renewed without thirty (30) days 2005 notice thereof to the additional insured. Each Party shall deliver to the other a duplicate original or certificate of such insurance policy or policies and shall, during the term of this Agreement, provide evidence of such insurance upon request of the other party. B. Notices. Notices required by this Agreement shall be addressed as follows: To School: Swan River Montessori Charter School 500 Maple Street Monticello, Minnesota 55362 To City: City of Monticello 505 Walnut Street, Suite 1 Monticello, Minnesota 55362 3. AMENDMENTS. This Agreement may be amended or any of its terms modified only by written amendment as mutually agreed upon authorized and executed by the City and the School. 4. EXECUTION COUNTERPARTS. This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 5. GOVERNING LAW. This Agreement shall in all respects be governed by and interpreted under the laws of the State of Minnesota. 6. RELATIONSHIP OF THE PARTIES. Nothing contained in this Agreement shall be deemed or construed by the parties hereto or by any third party to create the relationship or principal and agent or of partnership or of joint venture or of any association whatsoever between the School and the City. 4 226890v6226890v5 7. SEVERABILITY. If any of the terms or provisions contained herein shall be declared to be invalid or unenforceable by a court of competent jurisdiction, then the remaining provisions and conditions of this Agreement, or the application of such to persons or circumstances other than those to which it is declared invalid or unenforceable, shall not be affected thereby and shall remain in full force and effect and shall be valid and enforceable to the fullest extent permitted by law_ [Signatures on Following Page] 226890v6226890v5 IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. CITY OF MONTICELLO Lloyd Hilgart, Mayor Rachel Leonard, City Administrator SWAN RIVER MONTESSORI CHARTER SCHOOL Its: 6 226890v6226890v5 City Council Agenda: 9/25/2023 4A. Consideration of adopting Resolution 2023-83 approving the City of Monticello Economic Development Authority special benefit levy of $451,000 and accepting the preliminary EDA 2024 budget of $499,000 Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 9/25/2023 ® Regular Agenda Item Reviewed by: Approved by: Economic Development Manager City Administrator Motion to adopt Resolution 2023-83 approving the City of Monticello Economic Development Authority special benefit levy of $451,000 and accepting the preliminary EDA 2024 budget of $499,000. REFERENCE AND BACKGROUND On August 9, 2023, the EDA adopted its 2024 budget and HRA tax levy. The proposed HRA levy will be the nineth year of the special benefit levy. The HRA levy is limited to 0.0185% of the City's taxable market value, which is currently estimated at $2,440,585,300 for tax collection year 2024. The EDA recommended a levy consistent with the limit of 0.0185%. The proposed 2024 HRA levy is $451,000, an increase of $49,000 (12.2%) over the 2023 levy of $401,000. The City Council must approve or deny the HRA levy. EDA (HRA) Levy $500 $400 — $300 s $200 — ~ $100 $0 2016 2017 2018 2019 2020 2021 2022 2023 2024 EDA (HRA) Levy $280,000 $280,000 $323,000 $348,000 $355,000 $366,300 $388,000 $402,000 $451,000 In addition to approving the special benefit levy, the City Council is asked to accept the EDA's preliminary 2024 budget. The preliminary budget of $499,000 is an increase of $49,000 over the 2023 budget of $450,000. This includes cost of living wage adjustments for staff, additional professional services, increased advertising/marketing costs, and more support for redevelopment activities in conjunction with ongoing workplan activities. City staff and the EDA expect several 2023 work plan activities to carry over into 2024, including City Council Agenda: 9/25/2023 redevelopment efforts on Block 52, marketing of City/EDA-owned downtown properties, continuation of the Downtown Fagade Improvement Program, and strategic land acquisition to facilitate local development. While the EDA has specific authorities granted by state statute, the City Council retains several options to exercise oversite throughout the year. These include: 1. Filing of annual budget (required) 2. Joint meetings for purchase or sale of property 3. Presentation of annual Economic Development Activities report 4. Work Plan ratification (required) 5. Annual consideration for adoption of levy (required) The levy information must be adopted and provided to Wright County by September 30, 2023. The HRA levy is clearly identified on the tax statements as a separate levy. Final Council adoption of the HRA levy, along with the City's levy, will occur on December 11, 2023. I. Budget Impact: Increases EDA tax levy revenue by $49,000 from $402,000 to $451,000. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2023-83 approving the City of Monticello Economic Development Authority special benefit levy of $451,000 and accepting the preliminary EDA 2024 budget of $499,000. SUPPORTING DATA A. Resolution 2023-83 B. Resolution EDA -2023-08 C. Preliminary 2024 EDA Budget CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-83 APPROVING A SPECIAL BENEFIT LEVY BY THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 to 469.1082, as amended (the "EDA Act"), the City of Monticello, Minnesota (the "City") previously established the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, pursuant to the EDA Act, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to levy limits; and WHEREAS, the Authority has adopted a budget for fiscal year 2024 that provides for the levy of a special benefits tax in the amount of 0.0185 percent of taxable market value in the City, to be used for its economic development and redevelopment activities, and has submitted such budget to the City pursuant to Minnesota Statutes, Section 469.033, Subdivision 6; and WHEREAS, the Authority has adopted a resolution approving the levy of a special benefit tax in the amount of 0.0185 percent of taxable market value in the City, subject to approval of such special benefit tax by the City. NOW, THEREFORE, BE IT RESOLVED by the City Council (the "City Council") of the City of Monticello as follows: 1. The City Council of the City hereby accepts the budget submitted by the Authority for the fiscal year 2024. 2. The City Council of the City hereby approves the levy by the Authority of a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $451,000 with respect to taxes payable in calendar year 2024. Approved by the City Council of Monticello, Minnesota this 25th day of September 2023. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO. 2023-08 AUTHORIZING THE LEVY OF A SPECIAL BENEFIT TAX PURSUANT TO MINNESOTA STATUTES, SECTION 469.033, SUBDIVISION 6 AND APPROVING A BUDGET FOR FISCAL YEAR 2024 WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 through 469.1081, as amended, the City Council (the "City Council") of the City of Monticello, Minnesota (the "City") previously created the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, to finance the Authority's economic development and redevelopment activities; and WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to the City's levy limits; and WHEREAS, the Authority desires to levy a special benefit tax in the amount of 0.0185 percent of taxable market value in the City; and WHEREAS, the Authority has detennined to adopt a budget for fiscal year 2024 that provides for the levy of the special benefit tax in the amount of 0.0185 percent of taxable market value of property in the City, to be used for the Authority's economic development and redevelopment activities. NOW, THEREFORE, Be It Resolved by the Board of Commissioners ("Board") of the City of Monticello Economic Development Authority as follows: The Board hereby approves a budget of $499,000 (excluding TIF district and loan activity) for fiscal year 2024, including the levy of a special benefit tax in an amount not to exceed $451,000, subject to approval of such budget by the City Council prior to September 30, 2023. Staff of the Authority is hereby authorized and directed to file the budget with the City in accordance with Minnesota Statutes, Section 469.033, Subdivision 6, and request that the City Council consider approval of the special benefits tax levy. MN 190\101\814298.v I There is hereby levied a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $451,000 with respect to taxes payable in calendar year 2024, contingent upon the approval of the City Council. 4. Staff of the Authority are hereby authorized and directed to take such other actions as are necessary to levy and certify such levy upon approval by the City Council. APPROVED by the Board of Commissioners of the City of Monticello Economic Development Authority this 9th day of August, 2023. Attest: ve Director MN190\101\814298.vl 2 EDA FUND 2021 2022 2023 2023 2024 % EDA General EDA General ACTUAL ACTUAL BUDGET THRU8/31 BUDGET CHANGE 213-41911-431990 MISC PROFESSIONAL SERVICES $ 3,170 $ 130,973 $ $ $ 213-46301-410100 SALARIES, FULL TIME - REG 89,400 117,379 130,518 81,318 137,004 4.979/. 213-46301-410200 SALARIES, FULL TIME - OT 6 609 - 634 213-46301-410300 SALARIES, PARTTIME - REG 3,230 6,909 7,125 6,885 7,200 1.05% 213-46301-411100 SEVERANCE PAY 631 - - - 213-46301-411110 SEVERANCE BENEFITS (10,621) - - - - --- 213-46301-412100 PERA CONTRIBUTIONS 6,641 8,901 9,789 6,146 10,275 4.96% 213-46301-412200 FICA CONTRIBUTIONS 6,719 9,144 10,530 6,565 11,032 4.77% 213-46301-413100 HEALTH/DENTAL/LIFE INSURAN 15,648 19,400 28,539 11,829 29,190 2.28% 213-46301-413250 HSA CONTRIBUTIONS 3,877 5,468 - 3,772 - --- 213-46301-413300 LIFE INSURANCE CONTRIBUTIONS 83 120 70 --- 213-46301-413400 DISABILITY INS CONTRIBUTIONS 513 693 - 429 - 213-46301-415100 WORKERS COMP INSURANCE 3,206 2,639 3,138 1,691 2,374 -24.35% 213-46301-421990 GENERAL OPERATING SUPPLIES 54 374 300 5 400 33.33% 213-46301-430300 PROF SRV - ENGINEERING FEE 228 - 10,500 - 5,000 -52.38% 213-46301-430400 PROF SRV - LEGAL FEES 18,894 10,497 20,000 3,069 20,000 0.00% 213-46301-431990 MISC PROFESSIONAL SERVICES 7,769 71,996 31,700 110,525 31,700 0.00% 213-46301-431991 MISC PROFESSIONAL SERVICES - PROPERTY MGMT - - 3,000 1,711 4,000 33.33% 213-46301-431993 MISC PROFESSIONAL SERVICES - ECON DEV SVCS 14,651 74,959 10,900 8,955 18,200 66.97% 213-46301-432100 TELEPHONE STIPEND 780 780 780 390 780 0.00% 213-46301-432150 IT SERVICES 3,002 3,659 3,473 1,737 3,353 -3.46% 213-46301-432200 MAIL & DELIVERY SERVICES 119 76 275 161 275 0.00% 213-46301-433100 TRAVEL/TRAINING EXPENSE 1,803 1,996 1,850 4,293 3,600 94.59% 213-46301-434990 ADVERTISING & MARKETING 501 26,766 37,500 5,000 45,000 20.00% 213-46301-435100 LEGAL NOTICE PUBLICATION - 203 650 167 650 0.00% 213-46301-436100 INSURANCE - LIABILITY/PROPERTY/VEHICLE 1,664 1,668 1,650 3,395 5,623 240.79% 213-46301-437100 PROPERTY TAXES 13,682 13,664 - - 213-46301-438100 UTILITIES - GAS/ELECTRICITY 1,171 4,273 750 (26) 100 -86.67% 213-46301-438200 WATER/SEWER 1,180 2,281 750 (231) 100 -86.67% 213-46301-440100 REPAIR & MTC - BLDG & SYSTEMS 3,203 - - - - --- 213-46301-440200 REPAIR & MTC - FACILITIES MAINTENANCE - 6,500 1,512 756 1,116 -26.19% 213-46301-443300 DUES, MEMBERSHIP & SUBSCRIP 4,996 8,091 6,000 6,686 91000 50.00% 213-46301-461500 REDEVELOPMENT ACTIVITIES - 214,689 127,685 4,500 152,028 19.06% 213-46301-443990 MISCELLANEOUS OTHER EXP 331,498 306,409 1,086 286,351 11000 -7.92% 213-46301-472030 OPERATING TRANSFER OUT - - - 213-46601-443990 MISCELLANEOUS OTHER EXP - - - - TOTAL EXPENDITURES $ 527,696 $ 1,051,117 $ 450,000 $ 556,782 $ 499,000 10.89% City Council Agenda: 9/25/2023 4113. Consideration of adopting Resolution 2023-84 setting the 2024 preliminary tax levy Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 9/25/2023 ® Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-84 setting the 2024 preliminary tax levy. REFERENCE AND BACKGROUND The City is required to certify a preliminary levy to the County Auditor/Treasurer on or before September 30 each year. The preliminary levy will be used for the Truth -In -Taxation notices sent to property owners in November. The final levy adopted in December can be lower but not higher than the preliminary levy. Because a final tax capacity is not yet available from Wright County, staff are only able to estimate the tax capacity using known changes to the taxable market value: new construction (residential $20.1M, commercial $5.2M, apartments $18.8M) and inflation in valuations (residential $128.1M, commercial $67.8M, apartments $23.7M). Also, the taxable market value of the Xcel Nuclear Generating Plant had a preliminary increase of $12M but was reduced $47M for a net decrease of $35M (4.6%) after Xcel contested their valuation and subsequently settled with the Department of Revenue on the adjustment. After multiplying the market value changes by the average rate in each tax class (ranging from 1-2%), the City's tax capacity is estimated to increase $2.9M or about 8.5% from 2023. The decrease in the market value of Xcel translates to an estimated $250,000 of property tax burden that will shift to other property taxpayers even i the City were to keep its levy the same as 2023. However, inflation impacts on providing existing city services and programs coupled with long-term strategic and financial planning require a levy increase. Because Xcel's value decreased, all other property types will see an increase in their property tax in relation to the levy increase. However, the amount of property tax increase is heavily dependent on each individual property's change in valuation, so that may not be the case for every parcel within city limits. While striving to minimize the impact to taxpayers as much as reasonably possible, staff developed a draft 2024 budget, which includes Council input through the 4 workshops held in July — September. To fund that budget and plan for the future, the proposed city levy of $13,134,000 is a $1,084,000 (9.0%) increase from 2023. City Council Agenda: 9/25/2023 The EDA levy was approved by the EDA at its meeting on August 9 and is being considered for approval by the Council on the agenda tonight. The 2024 EDA levy of $451,000 levy is $49,000 (12.2%) higher than the prior year for a total combined City and HRA increase of $1,133,000 (9.1%). The EDA's 2024 request is the approximate maximum amount allowed by statute. The total combined tax levy history and proposed 2023 preliminary levy are as follows: $14,000,000 $12,000,000 $10,000,000 $8,000,000 $6,000,000 $4,000,000 $2,000,000 $- City & HRA Property Tax Levies 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 ■ City Tax Levy HRA Levy A history of the city and HRA levies along with the proposed 2024 tax levies is shown below: Fund 2021 Property Taxes 2022 Property Taxes 2023 Property Taxes 2024 Property Taxes % Change $$ Change General Fund $7,169,000 $7,475,000 $8,060,000 $8,745,000 8.5% $685,000 MCC - Operating 485,000 485,000 515,000 525,000 1.9% 10,000 Capital 578,221 1,081,600 1,475,419 1,837,825 24.6% 362,406 2020A GO Bonds 117,586 123,196 111,690 24,830 -77.8% (86,860) 2019A GO Bonds 714,945 709,446 697,133 711,964 2.1% 14,831 2018A GO Bonds 448,077 451,812 444,232 439,337 -1.1% (4,895) 2017A GO Bonds 430,097 427,367 299,532 326,842 9.1% 27,310 2016A GO Bonds 406,089 406,929 282,559 357,979 26.7% 75,420 2015B GO Bonds 201,115 192,650 164,435 165,223 0.5% 788 2014A GO Judgment Bonds 513,570 - - - - Total City Levy $11,063,700 $11,353,000 $12,050,000 $13,134,000 9.0% $1,084,000 As noted during budget workshops, select debt service funds continue to have a reduced levy in 2024 to reflect the use of prepaid assessments and sufficient tax levies in prior years to avoid the requirement for arbitrage rebates to be paid to the IRS. The 2025 levy for these bonds will need to be raised to ensure adequate resources to make bond payments in the future. The chart on the following page demonstrates the relationship between the tax levy, tax capacity values and tax capacity rates, and it includes the recommended preliminary levy for 2024. The City tax levy and tax capacity value are plotted using the dollars shown on the left axis while the tax capacity rate is shown as a percentage using the right axis. The three are related as such: Tax Capacity Rate = Tax Levy Tax Capacity Value City Council Agenda: 9/25/2023 Accordingly, the recommended levy would raise the current City tax capacity rate of 35.035% to 35.208%, a 0.5% increase. However, a $300,000 home with an average residential increase in taxable market value of $32,820 (10.94%) and a city tax payment increase of $132 (13.0%). Finally, preliminary estimates of tax capacity and tax capacity rates are subject to receipt of additional information from Wright County, which will occur prior to the adoption of the final levy at the Truth -In -Taxation (TNT) meeting in December. I. Budget Impact: $13,134,000 in the General Fund, MCC Fund, Capital Projects Fund, and Debt Service Fund. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2023-84 setting the 2024 preliminary tax levy. SUPPORTING DATA • Resolution 2023-84 City Tax Levy, Capacity Values and Capacity Rates $40 70.0 W 37.30 3 $35 60.0 .. >, o +� $30 50.0 y M 0.m $25 40.0 V o 35.21 X= $20 ++ E 30.0 $15 >' $10 13.13 20.0 U v J X 10.0 ~ X $5 $' 0.0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 V? d1 1P VV 1S. d6. V> vd� V9 10 11 11 13 1Q (City Tax Levy Tax Capacity Value AW -Tax Capacity Rate Finally, preliminary estimates of tax capacity and tax capacity rates are subject to receipt of additional information from Wright County, which will occur prior to the adoption of the final levy at the Truth -In -Taxation (TNT) meeting in December. I. Budget Impact: $13,134,000 in the General Fund, MCC Fund, Capital Projects Fund, and Debt Service Fund. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2023-84 setting the 2024 preliminary tax levy. SUPPORTING DATA • Resolution 2023-84 CITY OF MONTICELLO RESOLUTION NO 2023-84 RESOLUTION ADOPTING THE 2024 PRELIMINARY TAX LEVY AND AUTHORIZING CANCELLATION OF CERTAIN DEFERRED TAX LEVIES WHEREAS, the Finance Director has prepared and submitted to the City Council a preliminary budget setting forth therein her estimated needs of the City of Monticello for operations and debt service for the fiscal year commencing January 1, 2024; and WHEREAS, the City Council has reviewed the same and has made such changes therein as appear to be in the best interest of the City of Monticello; and NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF MONTICELLO that there be and hereby is a preliminary levy for the fiscal year commencing January 1, 2024, and the following sums for the respective purposes indicated therein upon the taxable property of the City of Monticello, to wit: BE IT FURTHER RESOLVED, that the Auditor/Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied in the year 2023 for collection in the year 2024 as follows: [Debt Service Levies PRELIMINARY TAX LEVY REVENUE Levy Added (Canceled) General Fund $8,745,000 Community Center $525,000 OTHER FUNDS $407,979 Debt Service $2,026,175 Capital Projects $1,837,825 TOTAL TAX LEVY $13,134,000 BE IT FURTHER RESOLVED, that the Auditor/Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied in the year 2023 for collection in the year 2024 as follows: [Debt Service Levies Bond Resolution 2024 Levy Levy Added (Canceled) G.O. Bonds, Series 2015B $200,223 $165,223 ($35,000) G.O. Bonds, Series 2016A $407,979 $357,979 ($50,000) G.O. Bonds, Series 2017A $236,842 $136,842 (100,000) G.O. Bonds, Series 2017A - Abatement $190,000 $190,000 G.O. Bonds, Series 2018A $129,337 $99,337 ($30,000) G.O. Bonds, Series 2018A - Abatement $340,000 $340,000 G.O. Bonds, Series 2019A $656,965 $636,964 ($20,001) G.O. Bonds, Series 2019A - Abatement $75,000 $75,000 G.O. Bonds, Series 2020A $124,830$24,830 ($100,000) TOTAL $2,361,176 $2,026,175 ($335,001) The above resolution was introduced by Councilmember , was duly seconded by Councilmember , with the following voting in favor thereof: The following voting in opposition: The Finance Director is hereby instructed to transmit a certified copy of this resolution to the County Auditor of Wright County, Minnesota. ADOPTED BYthe Monticello City Council this 25th day of September 2023. 141WKS] aLTA IQ019[y:14to] Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF Monti do Full -Time 53 55 56 57 60 Staff Part -Time 153 116 116 114 119 Staff Paid On 30 30 30 30 30 Call Firefighters Seasonal 16 14 18 15 16 Staff TOTAL Staff 252 215 220 216 225 Job Postings 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 YTD Total Applications 2012 2013 2014 2015 2016 2017 2018* 2019 2020 2021 2022 2023 YTD Recruitment Sources January -September 2023 3%2% 10% City Website Indeed 10% 47% Referral Other LMC Social Media :'A 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 YTD Year 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 YTD Year FT- All Staff m PT- DMV Staff PT- Liquor Store PT- MCC 10% 27% 41% 10% 4% 9% 9% 17% 55% 54% 50% 41% Em 10% 21% 19% CITY OF Monti�effo PmpIo,,— Reports - Purlals Checldisls Pnsnians , Administrative , D—lu.i s - - WELCOME FROM THE CITY ADMINISTRATOR Checklist ®Prey ew toxins rimauna Welcometothe Cityof Moroi lla! We're a Small river City with excellent Services, amenjties, and programs to otter the public. YIEW KEf% ) Tracy Ergen Maintaining that level of service takes the combined effort of staff from more than a dozen diff rent departments All of these departments have a wide variety of day-to-dayresponsibilities, but those unique effons se�raagreater amfadpurpose A,epublic -, or argamratmn.wehavethe priAlegeofdirectly HOW TO USE THIS SITE convibt,fing to me present and furore of Monticello. IDgmeor, ora ate bifaalltg Catfanki. My Dashboard The most important piece 11111111, Is the Chaeklla[ (to the top rlghq where more are several farms, No matter what department you are Joining, I hope you are excited to be part of building a city tasks. di Videos for you to complete. Please make sure to complete everything on your checklist Employee where people want to live, invest, and belong. I wish you the best ofluck through your training and as on as possible. You will receive email reminders for any tasks) Met becomes overdue. so getting acquainted with your team and responsibilities. please be sure to Complete your Chackllst as quickly as possible. N you experance any problems Onboartling with your onbearding eapedance,plans• c,antect Human Reiourcea at 763.271.3235. I'm happy you're here and ready to be part of the exciting work we're doing In Monticello! Manager TIPS FOR YOUR FIRST DAY Direct Reports Daring your first day errpect to spend time reviewing orientation materiels with human resources ro n anti your sup—lsor and other departments that supponyouronboerding process. Below is some helpful Information to help your first day go smoothly. What to hall • Valfyinglsupperting dacumentntlan for your 19 form. Per the Immigration Reform and Control Act all employers must verify within three (3) days of employment that all newly hired employees are eligible for employment m the United States. Exomples of acceptable forms of tlocumemation areas follows (Contact Human Resources for a full listing➢ 1. Valld U.S. Pa55ponlPasspart Cerd 2. Permanent Resident Card or Allen Registration Receipt Card (Form 1551) 3. Employment Authortranon Document that contains a photograph (Form 1.766) NEQGOV® Checklist p Preview Checklist Timeline CT_1 Add a Photo of Yourself for the Portal Q 1 day past due New Employee Safety Orientation (1 hr.) Workplace Safety: Get AWAIR (20 min) D Review and Sign Offer Letter D Complete Direct Deposit Form D Complete W-4 Farm D Complete New Employee Enrollment Form D Complete Student Exclusion Farm F Complete Employee Membership Enrollment Farm E] Download and Review Employee Handbook Q 1 day past due 1 day past due Q Completed Q s Completed Q Completed Q Completed (D Completed Q Completed Q Completed CITY DF � Monticello Direct Deposit Authorization Form Fu II Name • Tmry, Ergen I hereby authorize my employer, the CM of MOMicella, to directly cl it my pay in the bank accouni listed below In the amounts specified. This Guth wization is to remain in force until the City has remived written authorization from me of its termination or change dor leave employment with the City_ Also. I hereby grantthe City of Ma nticel to the right to m rrem any such electronic funds Vansfer resulting from an erroneous overpayment by debiting my account to the extent of such averpaymern_ Primary Account Information Name of Financial Institution • Primary Account Number 117— Primary Routing NumberAccount Type' select_ SecontlsryAmount Information {If applicable) Name of Financial Institution Account Number Routing Number Account Type cele _ v Dollar Amount or %To Be Deposited $o Employee Authorizat-on sgnat.ne - Date Signed - VIM ALL X731 ? OSr31i2023 Hui H IGH LY RECOMM EN DED Please attach a w ded check or your ba nk} Direct DepocWguitariatic Payment Informatlon Form by selecting "Menage Attachments" below. If you Ilsted more than one account above, you must submit an ettachment for each account. NEOGOVS Checklist ,1> Preview Checklist Timeline Q 8 1 day past due Q 8 1 day past due Q A 1 day past due Q Completed Q Completed Q Completed d - Completed Q - Completed Q - Completed Q - Completed VIEW ALL (]3] ) NEOGOV® [Ti Add a Photo of Yourself for the Portal New Employee Safety Orientation (1 hr.) Workplace Safety: Get AWAIR (20 min) 0 Review and Sign Offer Letter Complete Direct Deposit Form I Complete W-4 Form rD Complete New Employee Enrollment Form [7 Complete Student Exclusion Form Complete Employee Membership Enrollment Form C Download and Review Employee Handbook ,1> Preview Checklist Timeline Q 8 1 day past due Q 8 1 day past due Q A 1 day past due Q Completed Q Completed Q Completed d - Completed Q - Completed Q - Completed Q - Completed VIEW ALL (]3] ) NEOGOV® Effective Date: January 1, 2024 (Applies to all MN employers regardless of size) MN employers are required to provide 1 hour of ESSL for every 30 hours worked (max 48 hours per year) to all employees who work 80+ hours/yr. Implications for the City? Effective 1/1/24 all part-time, seasonal, temporary, and paid on-call firefighters who work at least 80 hours/yr. will begin earning ESSL. The current PTO policy in place for full-time staff already meets the requirements under the new law. Staff is currently finalizing a policy for Council to review and approve later this year. Effective Date: January 1, 2026 (Applies to all MN employers regardless of size) Employees who meet eligibility requirements can begin taking leave and receiving benefits. Employers (and potentially employees) will begin making contributions to the new MN administrative body, which is still being established. In concept, the new administrative body will function much like unemployment. If employees qualify, while on leave, the employee will be paid a portion (Up to 90%) of their lost wages (for up to 12 weeks) by the fund managed by the new administrative body. No length of service requirements to be eligible for benefits. There is a length of service requirement (90 days) for job protection rights. Menu > JOB INTEREST NOTIFICATIONS Place a check In the box next to each Job category for which you would like to receive email notifications, click the 'Subscribe' button, fill out the Information, and then click the'Submit' button. For next 12 months after you submit this form, you will receive an email notification each time a position opens with City of Monticello whose category matches one of the categories you've chosen. .............................................. SHOW LESS 0 Job Categories selected Accounting and Finance Administration Administrat Building & Safety Building Maintenance Clerical & E Communications Community Development Custodial Economic Development Engineering Fire & EMS Human Resources Maintenance Office and, Parks and Recreation Payroll/Benefits Administration Planning ar Records Management Recreation Retail Wastewater Sign Ir CITY OF Monticello We've made it easier to join the City of Monticello team! Visit the City of Monticello's website: www.ci.monticello.mn.us/employment > View current job openings > Apply on-line > Sign -Up for e-mail notifications to be notified of future job openings. Don't have a smartphone or computer access? Public computers are available for use at the Great River Regional Library and the Workforce Center. Duestic CITY *OF I� ntl o TO: Monticello Staff FROM: Rachel Leonard, City Administrator RE: City Council Adopts 2024 Preliminary Tax Levy DATE: September 26, 2023 Last night the City Council adopted the preliminary Housing & Redevelopment Authority (HRA) Levy which is used to fund the Economic Development Authority (EDA) and the preliminary 2024 city tax levy for the City of Monticello. During the last four months staff and council completed a collaborative process to set priorities and create a draft budget for 2024. The draft budget is put into the local tax context for the upcoming year and influences City Council's decision about the levy amount necessary to fund city services and initiatives. The Council adopted a tax levy of $13.1 million, which is a 9% increase over the 2023 tax levy. The levy amount includes contributions to the General Fund (67%), Community Center Fund (4%), Capital Projects Fund (14%), and Debt Service (15%). The majority of the levy is used for the General Fund, which supports many of the basic functions of city government. This includes public safety, public works, administration, recreation, and more. In 2024 the majority of the increase is being driven by: • Increases in the cost of local law enforcement • 3 elections: Presidential Primary, Primary, and General • Proposed 4% COLA adjustment for staff wages • Emerald Ash Borer response and pathway maintenance • Inflation and rising operational costs In addition, the City Council included an increase to the Capital Projects Fund in the levy amount. This will be used to help fund upcoming projects in Monticello, including the completion of the downtown improvements, the City's contribution to Wright County's East Broadway project, and the roundabouts being constructed at the intersections of Cedar St. & School Blvd. and Edmonson Ave. & School Blvd. The adoption of the preliminary levy is a significant milestone in our annual calendar. Reaching the recommendation requires leadership from City Council, collaboration between Council and staff, and participation from the department heads who best understand the needs of their operations. It's a lot of responsibility to balance the goals of the City Council, the operational needs of staff, and the impacts to the local tax payers. However, I'm grateful for the thoughtfulness of staff and council and their willingness to take a multi-year, strategic approach to sustaining a strong economy and quality community. These are challenging choices with many perspectives. However, I strongly believe Monticello benefits from those varied viewpoints and the honest discussions about priorities, potential risks, and overall impacts. And yet our preparation for 2024 isn't finished. Over the next few months, we will continue to refine the budget as new details are finalized. Then on Dec. 11 the City Council will hold a public hearing and adopt the final 2024 fee schedule, tax levies, and budget. Please feel free to contact me if you have questions about the tax levies or draft budget. C 2024 Monticello Preliminary Tax Levies September 25, 2023 Timeline: 2024 Budget Process May & June 2023 CIP & budget worksheets distributed to staff. Internal budget meetings held. September 2023 Council adopts preliminary H RA & City property tax levies July — September 2023 City Council public workshops to review budget requests, goals, & priorities �4 December 2023 Public Hearing & Council adopts 2023 property tax levy & budget January 2024 New fiscal year begins November 2023 Wright County mails Truth in Taxation statements to residents December 2023 City certifies final 2024 tax levy with Wright County & the Department of Revenue Levy vs. Budget • Levy: The amount to be collected Budget: A plan of financial to fund operations, capital, and operations reflecting the city's debt service expenditures of a goals and priorities used to government on behalf of the provide community. direction to staff on service levels • Preliminary Levy: Maximum a benchmark for performance amount set and certified to Wright measurement County prior to September 30 for calculation of Truth -In -Taxation transparency on the use of public notices funds • Final Levy: Actual amount applied to properties in the upcoming tax year Change in Residential Market Value Change in Commercial & Industrial it n- -',et Value Change in Apartment Market Value 17.5% L.4% Change in Xcel Energy Market Value -4.6 2024 HRA Levy & Budget Information The 2022 HRA Levy is proposed to be $451,000 (+12.2%) and provides funding to the Monticello Economic Development Authority (EDA) �— The 2024 EDA general fund budget is proposed to be $499,000 (+10.9%) Id • The HRA levy is limited to 0.0185% of the city's taxable market value. • The levy percentage increase is not the same as the property tax percentage increase. • The levy's increase only compares the current year's levy amount to the upcoming levy amount; several additional factors impact your property tax increase. 2024 HRA Tax Levy Impacts A residential property with a taxable market value of $300,000 and a 10.9% market value increase would see an increase in HRA t�Xes-of approximately $6 (+16.3%). A comme-rcial property with a taxable market value of $1,100,000 and a 21.4% market value increase would see an increase in HRA taxes of approximately $66 (26.5%). --�- This addresses the HRA Lev_y's portion of the property's taxes; the-dty, county and school district__also receive a portion of t -Ke --total taxed amount. In addition, the tax inc ase --will e more if the prope in reasedxI value more thran a�vera e. p p _- - g 2024 EDA Budgeted Expenditures ✓ Redevelopment efforts in the downtown ✓ Marketing city -owned and EDA -owned downtown property ✓ Continuation of Downtown Facade Improvement Program ✓ Strategic land acquisition to facilitate development ✓ Market Monticello as a destination for economic development ✓ Other administrative costs Council Action Requested Motion to adopt Resolution 2023-83 approving the City of Monticello Economic Development Authority special benefit levy of $451,000 and I accepting the preliminary EDA 2024 budget of $499,000. 2024 City Levy Information The 2024 City Tax Levy is proposed to be $13,134,000 (+9.0%). Property Tax Levy (Proposed 2024) Vppp— I" IF r Debt Service Capital $1,837,825 14°0 LGeneral Fund $8,745,000 MCC Operations $525,000 4% ,A • The levy percentage increase is not the same as the property tax percentage increase. • The levy's increase only compares the current year's levy amount to the upcoming levy amount; several additional factors impact your property tax increase. • Several additional factors, including property valuation, impact your property tax increase. Monticello Property Tax History $14,000,000 $12,000,000 $10,000,000 }- =- $8,000,000 $6,000,000 $4,000,000 $2,000,000 City &HRA Property Tax Levies 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 ■ City Tax Levy HRA Levy Monticello Property Tax History Fund 2021 Property Taxes 2022 Property Taxes 2023 Property Taxes 2024 Property Taxes % Change $$ Change General Fund $7,169,000 $7,475,000 $8,060,000 $807450000 8S% $685,000 MCC - Operating 455,000 485,000 515,000 5250000 1.9% 10,000 Capital 575,221 1,051,600 1,475,419 108370825 24.6% 362,406 2020A GO Bonds 117556 123,196 111,690 240830 -77.8% (86,860) 2019A GO Bonds 714,945 709,446 697,133 7110964 2.1% 14,831 2018A GO Bonds 445,077 451,512 444,232 4390337 -1.1% (4,895) 2017A GO Bonds 430,097 427,367 299,532 3260842 9.1% 27,310 2016A GO Bonds 406,089 406,929 282,559 3570979 26.7% 75,420 2015B GO Bonds 201,115 192,650 164,435 1650223 0.5% 788 2014A GO Judgment Bonds 513,570 - - - - - Total City Levy $1100630700 $1103530000 $1200500000 $1301340000 9.09{ $100840000 2024 City Levy Information Capi $1,837 14`. MCC What does the increase in levy provide funding for in 2024? ^, -Z;- _ Property Tax Levy (Proposed 2024) -- �qe,p e ra I F up d': $ 68 0 5.7% "Wright County\Sieriff'sbffice contract: $216,000 ,$6,000 increase in cost • $400,000 of which is funded by Public Safety Aid from th(' tate ,• .OLA adjpstm6nt (4%) tb staff wages: $137,200 • Emerald A0 Bored resppnse: J10,000 • Existing pathway maintenance: $.100,000 Elections: $60000 ---- ____ Library carpeting: $40-0w----"' • Infl'atio-n._and other: $21,800 r L 'y4 2024 CityLevy Information Capi $1,837 14`. MCC What does the increase in levy provide funding for in 2024? ^, -Z;- Property Tax Levy (Proposed 2024) • Communitenter nd: $10,000 (0.1%) • Capital Project F,4nd: '362,406 (3.0%) • Comple 'on of owntown Project • Tr nsfe`r from Liquor\Fund East BroOwa�\Median� i� • ,school B% levard Improv emen\ts Received grant ends • _:--Public Works\F,acilit Y • Paid for withissuance of bonds --De-bt.-.Service Fund: $26,594(0.2%) r I f Tax Capacity Shift & Levy Impact Xc 45 2023(actual) Apartments 9% Residential 28 Commercial & Industrial 18% 2024(estimated) Apartments 10% Commercial & Industrial 20 Residential 30 2024 City Tax Levy Impacts A residential property with a taxable market value of $300,000 and a 10.9% market value increase would see an increase in City taxes of approximately $132 (+13.0%). A commercial property with a taxable market value of $1,100,000 and a 21.4% market value increase would see an increase in City taxes of approximately $1,704 (22.9%). This addresses the city uortion of the property's taxes; A -he county a 6, d school district also. -receive a portion of the tdta-1--ta.x.e.d amount. In addition, the tax inc !�e-wi 1 -f -e -b—m ore if the - property's --value inc ea ed more than average. Who gets your property tax dollar? RIMFURI-M-17MN THIS NOTE IS LEGALTENDER Wright County $0.44 B 0 3 5 4 2 7 5 4 F WAsRrxcTwvD.C. City of Monticello $0.40 I School District EDA $0.15 $0.01 Area Comparisons Levy Increase Albertville-_" 6:6% 5 Becker `� 3.5% Big Lake �.. - 4.9% Buffalo 9.9% Elk River 5.3% Monticello 9.0% Otsego 19.5% Rogers 20.0% St. Michael 8.5% Property taxes at work in the community 0 How does the city fund projects General Fund Revenues - 2024 Ad& Property Taxes (68%) ■ Franchise & Other Taxes (3%) ■ Licenses & Permits (4%) Intergovernmental Revenues (8%) Charges for Services (10%) ■ All Other (7%) & services? The State of Minnesota constitution gives authority to cities to levy property taxes to fund public services. While cities`strive to raise other sources of revenue, the majority of revenue is from property taxes. Just over 2/3 of the revenue for Monticello's General Fund comes from property taxes, a decrease from prior years. What is the General Fund used for? • The largest share goes to public safety —including fire department operations & the contract with the Wright County Sheriff's Office. • A large share is used for public works — including snow & ice removal, engineering, & street maintenance. • A share is used for general government— including administration, planning & zoning, & finance. • A share is used for recreation —including parks, the city's contribution to the senior center & the public arts program. • The smallest share is used for sanitation —100% of which is paid for through charges on utility bills General Fund Expenditures & Transfers - 2024 . General Government (21%) ■ Public Safety (30%) ■ Public Works (241/,,) ■ Sanitation (7%) Recreation & Culture (17.9%) Operating Transfer to EDIT (0.1%) Council Action Requested Motion adopt Resolution 2023-84 setting 2024 preliminary tax levy.