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City Council Agenda Packet 10-24-2022
1. Agenda Documents Documents: 10-24-22 AGENDA.PDF 2022-10-10 MINUTES CC (DRAFT).PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2C PROPERTY.PDF 2D DONATIONS.PDF 2E COUNCIL VACANCY.PDF 2F DECEMBER SPECIAL MEETING.PDF 2G SAND DUNE GOBBLERS GAMBLING.PDF 2H MIF LOAN AGRMT W WIHA TOOLS.PDF 21 REQUEST FOR PUBLIC HEARING WIHA VACATION EASEMENT.PDF 2J TWIN PINES ADJUSTMENT.PDF 2K RIGHT OF ENTRY JEFFERSON COMMONS OUTLOT B.PDF 2L INDUSTRIAL AMENDMENTS.PDF 2M MCC NEW SPIN BIKES SOURCEWELL.PDF 2N HAVEN RIDGE COMPLETION ITEMS.PDF 3A DELINQUENT AR ASSESSMENTS.PDF 3B DELINQUENT UB ASSESSMENTS.PDF 3C 2022 STREET AND SIDEWALK IMPROVEMENTS.PDF 4A SNOWPLOW POLICY ADOPTION.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, October 24, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL CITY COUNCIL MEETING Academy Room, Monticello Community Center 5:30 p.m. The Pointes at Cedar Timeline Discussion Mayor: Lloyd Hilgart Council Members: Bill Fair, Charlotte Gabler, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Regular Meeting Minutes from October 10, 2022 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 • City Announcements o Downtown Trick or Treat — October 27 o Bertram Trunk or Treat —October 29 o November 8, 2022 General Election F. Council Liaison Updates • EDA • MOAA • 1-94 Coalition • PC Zoning Recodification Update G. Department Updates • IT Update • Let's Chalk Recap 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 be 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 2022-112 accepting donations from various businesses for radio ads (value of $4,180) for Monticello Let's Chalk event and a donation from WSB of $61.25 for ticket for Community Development Director to attend MN Chamber Women in Business event E. Consideration of adopting Resolution 2022-113 declaring a vacancy on the City Council F. Consideration of calling for a special meeting on Thursday, December 29, 2022 at 7:30 a.m. for approval of bills G. Consideration of approving a charitable gambling permit for Sand Dunes Gobblers — NWTF for an event to be held at River City Extreme on March 4, 2023 H. Consideration of adopting Resolution 2022-114 approving Minnesota Investment Fund (MIF) Load Agreement with Willi Hahn Corporation dba Wiha Tools in the amount of $220,000 I. Consideration of adopting Resolution 2022-115 calling for a public hearing on November 28, 2022 for vacation of drainage and utility easements on Lots 9-13, Block 2, Lauring Hillside Terrace. Petitioner: Willi Hahn Corporation J. Consideration of adopting Resolution 2022-119 authorizing a transfer of Development Contract for the Twin Pines First Addition from Kjellbergs Inc. to Apartments Monticello LLC and approving a PUD adjustment for Twin Pines First Addition, including related amendments to the Development Agreement for Twin Pines First Addition K. Consideration of authorizing a Right of Entry for City -owned parcel Outlot B of Jefferson Commons for the purpose of general site investigation L. Consideration of approving amendments to the Monticello Zoning Ordinance related to Industrial Zoning Districts. Applicant: City of Monticello M. Consideration of approving the purchase of 20 spin bikes from Sourcewell Cooperative Purchasing Contract with Johnson Fitness and Wellness for $36,700, less a $1,900 trade-in value of the existing spin bikes 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. Consideration of adopting Resolution 2022-116 approving an assessment roll for delinquent miscellaneous accounts to be certified to the County Auditor for 2023 payable tax year B. Consideration of adopting Resolution 2022-117 approving an assessment roll for delinquent utility accounts to be certified to the County Auditor for the 2023 payable tax year C. Consideration of adopting Resolution 2022-118 approving assessments for the 2022 Street and Sidewalk Improvements Projects, City Project 22CO01 4. Regular Agenda A. Consideration of adopting the annual Snowplowing and Ice Removal Policy for the 2022-2023 snow season REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, October 10, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler 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 Fair moved approval of the agenda. Councilmember Gabler seconded the motion. Motion carried unanimously. C. Annroval of Meetine Minutes • Special Meeting Minutes from September26, 2022 • Regular Meeting Minutes from September 26, 2022 Councilmember Gabler moved approval of both sets of minutes. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements Haley Foster, Communications Coordinator, gave an update on the following: • Hydrant Flushing • Monticello Let's Chalk • Leaf Pick -Up • Halloween Events • Winter Coat Drive • Senior Center Pancake Breakfast Fundraiser • MontiArts Art Show F. Council Liaison Updates • IEDC — Councilmember Fair noted that the commission heard a presentation on the zoning amendments for Industrial Districts. City Council Minutes: October 10, 2022 Page 1 1 6 • Bertram Chain of Lakes Advisory Council — Councilmember Murdoff gave a brief recap of the October 7 meeting. Wright County updated on their projects, including the campground and programs. • Planning Commission - Councilmember Gabler gave an update of the Planning Commission meeting held October 4, 2022. The meeting included zoning amendments related to Industrial Zoning Districts and The Pointes at Cedar IUP extension. G. Department Updates • Senior Center Update — Pam Loidolt, Senior Center Director, presented an annual update of the Monticello Senior Center. • Downtown Projects Update — Rachel Leonard, City Administrator, provided a brief update of the downtown projects. 2. Consent Agenda: Councilmember Gabler moved approval of the agenda excluding items E, L, N, and V. Councilmember Murdoff seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $1,754,387.03. B. Consideration of approving new hires and departures for City departments. Action taken: Approved. C. Consideration of approving the sale/disposal of surplus city property for the Street Department. Action taken: Approved as presented. D. Consideration of adopting Resolution 2022-107 accepting donation from North Metro Animal Control of cat cubes. Action taken: Resolution 2022-107 was adopted. E. Consideration of adopting Resolution 2022-108 accepting donations in the amount of $42,000 for the Monticello Let's Chalk event. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. F. Consideration of adopting Resolution 2022-109 appointing additional election judges for the November 8, 2022 General Election. Action taken: Resolution 2022-109 appointing additional election judges. G. Consideration of appointing Melissa Robeck to the Monticello Planning Commission for a term to expire on December 31, 2022. Action taken: Appointment of Melissa Robeck was approved. City Council Minutes: October 10, 2022 Page 2 1 6 H. Consideration of adopting Ordinance 787 amending 2022 Fee Schedule by amending fee of water meter. Action taken: Ordinance amending the fee schedule was adopted. Consideration of approving a special event permit for American Legion for an outdoor event to be held October 22, 2022. Action taken: Special Event Permit was approved. Consideration of approving a temporary liquor license for American Legion for an event to be held October 22, 2022. Action taken: Temporary liquor license was approved. K. Consideration of approving a special event permit for Monticello Let's Chalk on October 22 & 23, 2022 allowing the closure of a portion of 3rd Street West, Walnut Street from 3rd Street to Broadway, and a portion of the Block 35 public parking lot. Action taken: Special event permit was approved. L. Consideration of adopting Ordinance 788 amending Monticello City Code Title XI — Business Regulations, Chapter 112 — Business Licenses and Regulations, by adding Section 112.60 regarding cannabinoid products. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. M. Consideration of approving premium pay pilot program for part-time Community Center employees. Action taken: Approved the premium pay pilot program. N. Consideration of adopting Ordinances 789 and 790 amending Chapters 90 and 94 of the City Code of Ordinances to include updated MS4 permit requirements regarding Pet Waste and Chloride Reduction. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 0. Consideration of approving a contract amendment with Hoffman Construction LLC for the extraction of materials and a Temporary Construction Agreement with OCELLO LLC. Action taken: Approved the contract amendment. P. Consideration of modifying the assessment agreement for payment of Sewer Access & Availability Charges for RRG Holdings LLC. Action taken: Approved the assessment agreement modification. Q. Consideration of authorizing the purchase of a 2023 Bobcat Toolcat UW53 from Farm -Rite Equipment for a total of $72,726.97 and authorizing trade of the 2014 Bobcat Toolcat 5600 for $32,000. Action taken: Approved the purchase. R. Consideration of authorizing the reimbursement of an additional $305.05 for lobbying efforts in Washington D.C. for the 1-94 Coalition for a total cost of $1,805.05. Action taken: Approved. City Council Minutes: October 10, 2022 Page 3 1 6 Consideration of approving a temporary charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their annual banquet on December 2, 2022. Action taken: Approved the charitable gambling permit. T. Consideration of adopting Resolution 2022-110 approving the issuance of a lawful off-site gambling permit to Monticello Lions club. Action taken: Adopted Resolution 2022-110 for off-site gambling permit for Monticello Lions Club. U. Consideration of adopting Resolution 2022-111 approving an application for a Gambling Premises Permit to conduct gambling The Liquor Lounge located at 124 West Broadway, Monticello. Applicant: USS Dorchester VFW Post 8731. Action taken: Adopted Resolution 2022-111 for gambling premises permit for VFW Post 8731. V. Consideration of authorizing the purchase of a 2023 Caterpillar GP301\15 Forklift from Wiese Forklifts for a total of $42,756 and declaring the Clark CMP 25 Forklift as surplus. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. 2A. Consideration of items removed from the Consent Agenda for discussion E. Consideration of adopting Resolution 2022-108 accepting donations in the amount of $42,000 for the Monticello Let's Chalk event Mayor Hilgart removed this item to recognize the donors who contributed to the event and gave a brief overview of the event activities. Haley Foster displayed photos of examples of the art that will be displayed. Councilmember Murdoff moved to adopt Resolution 2022-108 accepting the donations for Let's Chalk. Mayor Hilgart seconded the motion. Motion carried unanimously. L. Consideration of adopting Ordinance 788 amending Monticello City Code Title XI — Business Regulations, Chapter 112 — Business Licenses and Regulations, by adding Section 112.60 regarding cannabinoid products Councilmember Murdoff removed the item to discuss Section D — exemptions — part of the ordinance. He is concerned that the wording "non -intoxicating" cannabinoids. His concern is if this wording is included in the ordinance, a tobacco license would not be required. This is because of the way the definitions are worded in State Statute. There was some discussion among Council and staff. There was disagreement and confusion regarding the language. City Council Minutes: October 10, 2022 Page 4 1 6 Angela Schumann, Community Development Director, responded that the ordinance was drafted by the City Attorney, therefore, staff will discuss with him and make any necessary changes, if needed. Councilmember Gabler moved to table this item. Councilmember Fair seconded the motion. Motion carried unanimously. N. Consideration of adopting Ordinance 789 and 790 amending Chapters 90 and 94 of the City Code of Ordinances to include updated MS4 permit requirements regarding Pet Waste and Chloride Reduction Councilmember Murdoff removed the item and questioned how the number of animal litter piles was determined. Jennifer Schreiber, City Clerk, noted that this number was determined to address nuisances. Rachel Leonard added that along with nuisances, it is an educational piece on runoff and the impacts on the storm sewer system. Councilmember Gabler moved to adopt Ordinances 789 and 790 of the City Code of Ordinances. Councilmember Fair seconded the motion. motion carried unanimously. V. Consideration of authorizing the purchase of a 2023 Caterpillar GP30N5 Forklift from Wiese Forklifts for a total of $42,756 and declaring the Clark CMP 25 Forklift as surplus Councilmember Murdoff removed the item and questioned whether staff had an offer to buy the demo unit that was being used. Matt Leonard, City Engineer/Public Works Director, responded that the unit was no longer available. He questioned why City wouldn't buy a demo with low mileage at half the cost? Mr. Leonard responded that, although it may save money, they are interested in having the warranty with the new unit. Mayor Hilgart added that getting parts for maintenance is difficult, therefore buying used may not always be the best choice. Councilmember Murdoff moved approval of purchase of a 2023 Caterpillar GP30NS Forklift form Wiese Forklifts. Councilmember Fair seconded the motion. Motion carried unanimously. 3. Additional Items: Councilmember Davidson announced that he is moving out of town and, therefore, is stepping down as a councilmember. Due to Councilmember Davidson's vacant seat, there was discussion about filling out his terms on BCOL and EDA. Councilmember Fair volunteered to serve on these board until City Council Minutes: October 10, 2022 Page 5 1 6 December 31, 2022. Councilmember Gabler noted she would be an alternate to serve on the EDA. S. Adjournment: The meeting was adjourned at 7:33 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: October 10, 2022 Page 6 1 6 City Council Agenda: 10/24/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 10/24/2022 ❑ 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 $1,108,335.00. 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: 10/18/2022 - 10:20AM Batch: 00201.10.2022 - 201.10.2022 USB Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2400043 9/2022 (15,916) transactions 1,709.06 10/15/2022 609-49754-443980 2400043 9/2022 (3) cc machine rental 128.61 10/15/2022 609-49754-424100 Check Total: 1,837.67 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 2 ACH Enabled: True 40387160 FSA- Dependent Care 384.60 10/15/2022 101-00000-217200 Check Total: 384.60 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 3 ACH Enabled: True 10/15/2022 AARP Supplement/At Your Best 5.90 10/15/2022 226-45122-430900 Check Total: 5.90 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 4 ACH Enabled: True 10/1/2022 Life Insurance - Oct 2022 2,833.39 10/15/2022 101-00000-217066 Check Total: 2,833.39 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 5 ACH Enabled: True September Sept Sale Tax - Liquor 58,759.34 10/15/2022 609-00000-208100 September Sept Sale Tax - Liquor -0.34 10/15/2022 609-00000-362900 September Sept Sale Tax - General 87.59 10/15/2022 101-00000-208100 September Sept Sale Tax - General 1.41 10/15/2022 101-41310-443990 September Sept Waste Tax - General 149.54 10/15/2022 101-00000-208120 September Sept Waste Tax - General -0.54 10/15/2022 101-00000-362900 September Sept Sales Tax - MCC 4,045.46 10/15/2022 226-00000-208100 September Sept Sales Tax - MCC -0.46 10/15/2022 226-45122-362900 September Sept Sales Tax - Water 3,452.50 10/15/2022 601-00000-208100 September Sept Sales Tax - Water 1.50 10/15/2022 601-49440-443990 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page I Invoice No Description Amount Payment Date Acct Number Reference Check Total: 66,496.00 Vendor: 5147 MN PEIP Check Sequence: 6 1228031 Health Insurance - Nov 2022 48,979.02 10/15/2022 101-00000-217061 Check Total: 48,979.02 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 7 151663 Fitness Rewards - Sept 2022 14.00 10/15/2022 226-45122-430900 Check Total: 14.00 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 8 UB Aug 2022 5005 - spklr - 822 Hart Blvd. 230.46 10/15/2022 101-43120-438200 UB Aug 2022 8631 - Animal Shelter 244.45 10/15/2022 101-42700-438200 UB Aug 2022 5026 - Ellison Park 1,030.23 10/15/2022 101-45201-438200 UB Aug 2022 8905 - PW Office 17.50 10/15/2022 101-43127-438200 UB Aug 2022 5002- spklr- 1510 Hart Blvd 87.44 10/15/2022 101-43120-438200 UB Aug 2022 8119 - 303 6th St - Parks Barn 226.32 10/15/2022 101-45201-438200 UB Aug 2022 7224 - WWTP 2,934.28 10/15/2022 602-49480-438200 UB Aug 2022 8394 - spklr - Riverside Cem. 12.85 10/15/2022 215-49010-438200 UB Aug 2022 7256-004 - 130 Brdwy- Stormwtr 26.25 10/15/2022 213-46301-438200 UB Aug 2022 5004 - spklr - 1390 Hart Blvd 386.43 10/15/2022 101-43120-438200 UB Aug 2022 7441 - spklr - 200 W. Broadway 22.69 10/15/2022 101-43120-438200 UB Aug 2022 14915 - spklr - 4100 1/2 Cedar 12.61 10/15/2022 101-43120-438200 UB Aug 2022 8528 - Monti -NSP Sftbll Fields 1,494.31 10/15/2022 101-45203-438200 UB Aug 2022 8086 - 4th St. Warming House 17.50 10/15/2022 101-45201-438200 UB Aug 2022 8177 - Library 287.16 10/15/2022 101-45501-438200 UB Aug 2022 8674 - spklr - 207 Chelsea Rd 282.30 10/15/2022 601-49440-438200 UB Aug 2022 8117 - MCC 1,574.26 10/15/2022 226-45126-438200 UB Aug 2022 8622 - Pioneer Park bathroom 17.50 10/15/2022 101-45201-438200 UB Aug 2022 10128 - DMV 50.75 10/15/2022 653-41990-438200 UB Aug 2022 5569 - spklr - Meadow Oak Ave 747.93 10/15/2022 101-45201-438200 UB Aug 2022 8488 - spklr - Hillcrest Park 314.48 10/15/2022 101-45201-438200 UB Aug 2022 15291 - Commuter Lot- Stormwtr 54.25 10/15/2022 101-43120-438200 UB Aug 2022 13953 - spklr - Hwy25/SE Brdwy 32.14 10/15/2022 101-43120-438200 UB Aug 2022 15064 - spklr -Featherstone Pk 162.77 10/15/2022 101-45201-438200 UB Aug 2022 15363 - spklr- Fallon/7th St. 99.32 10/15/2022 101-43120-438200 UB Aug 2022 5248 - spklr - Bridge Park E 385.99 10/15/2022 101-45201-438200 UB Aug 2022 7885 - Facilities Maintenance 45.50 10/15/2022 701-00000-438200 UB Aug 2022 15292 - Dwntwn Parking-Strmwtr 26.25 10/15/2022 101-43120-438200 UB Aug 2022 5249 - spklr - Bridge Park W 356.73 10/15/2022 101-45201-438200 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference UB Aug 2022 8533 - spklr Chelsea Rd Lft St 296.60 10/15/2022 602-49490-438200 UB Aug 2022 15362 - spklr-Fallon/Chelsea 105.99 10/06/2022 10/15/2022 101-43120-438200 UB Aug 2022 7256-007 - 103 Pine St- EDA 45.50 5.37 10/15/2022 213-46301-438200 UB Aug 2022 5003 - spklr - 1460 Hart Blvd 103.53 101-45204-421990 10/15/2022 101-43120-438200 UB Aug 2022 8621 - spklr- Fenning and-a-bt 50.33 Villa Bar & Grill - Sept. 2022 - monthly Chambe 10/15/2022 101-43120-438200 UB Aug 2022 8903 - PW Shop/Clerical 576.08 10/15/2022 10/15/2022 101-43127-438200 UB Aug 2022 8120 - Bldg. Inspec. Garage 45.50 10/06/2022 10/15/2022 101-41940-438200 UB Aug 2022 10063 - spklr - Front St. Park 94.59 19.99 10/15/2022 101-45201-438200 UB Aug 2022 7256-008 - 112 River St. W EDA 45.50 226-45126-421990 10/15/2022 213-46301-438200 UB Aug 2022 10267 - spklr - Comm. Garden 24.24 Home Depot -(7) 60# concrete mix 10/15/2022 226-45127-438200 UB Aug 2022 5250 - Bridge Park W 83.37 10/15/2022 10/15/2022 101-45201-438200 UB Aug 2022 8904 - PW Vehicle Storage 10.84 10/06/2022 10/15/2022 101-43127-438200 UB Aug 2022 5637 - Meadow Oak Dog Park 7.10 10/15/2022 101-45201-438200 UB Aug 2022 7256-003 -349 Bdwy- MontiArts 45.50 10/15/2022 101-45204-438200 UB Aug 2022 8114 - Hi -Way Liquors 305.01 10/15/2022 609-49754-438200 UB Aug 2022 14522 - spklr - Hillside Cem. 73.88 10/15/2022 101-45201-438200 UB Aug 2022 15640 - 103 Chelsea Rd- Fire 286.81 10/15/2022 101-42200-438200 UB Aug 2022 7256-0010 - 101 Brdwy W -EDA 45.50 10/15/2022 213-46301-438200 UB Aug 2022 7256-0011 107 Brdwy W- EDA 45.50 10/15/2022 213-46301-438200 UB Aug 2022 7256-013 - 113 Brdwy W - EDA 45.50 10/15/2022 213-46301-438200 UB Aug 2022 7256-014 - 121 Brdwy W - EDA 45.50 10/15/2022 213-46301-438200 UB Aug 2022 16795-000- 213 Bdwy - MontArts 45.50 10/15/2022 101-45204-438200 UB Aug 2022 16726 - 205 Pine Street 61.94 10/15/2022 101-45201-438200 Check Total: 13,670.46 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 9 10/06/2022 Home Depot - 14 oz. spray 11.97 10/15/2022 101-45204-421990 10/06/2022 Runnings - (4) Hillman Bulk bin 3.00 10/15/2022 101-45201-421990 10/06/2022 Runnings - (9) Hillman Bulk bin 5.37 10/15/2022 101-45201-421990 10/06/2022 Walmart - Advecta 3 6.00 10/15/2022 101-45204-421990 10/06/2022 Runnings - 5pk. conduit hanger; (2) sweat cap 6.57 10/15/2022 101-45201-421990 10/06/2022 Villa Bar & Grill - Sept. 2022 - monthly Chambe 7.77 10/15/2022 101-45201-433100 10/06/2022 Auto Value - (2) oil filters 10.58 10/15/2022 101-45201-422990 10/06/2022 Amazon - 2pk door stoppers 10.99 10/15/2022 226-45126-421990 10/06/2022 Martie's- Healthy Straw bale 10.99 10/15/2022 101-45201-421990 10/06/2022 Amazon - shelf for safety gear 19.99 10/15/2022 226-45126-421990 10/06/2022 Amazon - 440pc. mist. screws 20.99 10/15/2022 226-45126-421990 10/06/2022 Runnings - service kit for Stihl 21.99 10/15/2022 101-45201-421990 10/06/2022 Home Depot -(7) 60# concrete mix 24.92 10/15/2022 101-45201-421990 10/06/2022 Home Depot - nozzle strainers 100m ball ck; 2pl 25.48 10/15/2022 101-45201-421990 10/06/2022 Fastenal - (100) fasteners 28.74 10/15/2022 101-45201-421990 10/06/2022 Amazon - 51 oz. coffee 28.77 10/15/2022 101-43110-421990 ACH Enabled: True AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2022 Auto Value - (2) std. clamp; (20) mini lamp 29.78 10/15/2022 101-45201-421990 10/06/2022 Runnings - stihl repair parts- backpack 38.80 10/15/2022 101-45201-422990 10/06/2022 Amazon - sketching pad; (3) graphite set 39.30 10/15/2022 101-45204-421990 10/06/2022 Home Depot- forms for concrete 39.92 10/15/2022 101-43120-422400 10/06/2022 Amazon - 2 pk. printer cartridge 39.97 10/15/2022 226-45122-421990 10/06/2022 Ausco - uniforms for staff 40.00 10/15/2022 226-45126-443990 10/06/2022 Home Depot -(2) 14' SPF; (4) 10' rebar - memori 49.80 10/15/2022 101-45201-421990 10/06/2022 Amazon - (2) door guards for childcare doors 49.90 10/15/2022 226-45126-421990 10/06/2022 Amazon - mylar film; (2) scissors 51.58 10/15/2022 101-45204-421990 10/06/2022 Home Depot - (7) rebar 52.22 10/15/2022 101-45201-421990 10/06/2022 Amazon - 250 pk. wax paper bags; 100pc. diaper 54.98 10/15/2022 101-45201-421990 10/06/2022 Mills Fleet Farm - U13- (15.539) gal unleaded Ca 56.70 10/15/2022 101-42200-421200 10/06/2022 Amazon - Epson ink cart; 32 ct. k -pods 77.64 10/15/2022 101-43120-421990 10/06/2022 Auto Value - #226; #228 - (3) air filter 62.22 10/15/2022 101-45201-422990 10/06/2022 Speedway - Command l - (17.270) gal unlead& 62.50 10/15/2022 101-42200-421200 10/06/2022 Home Depot - 2pk hose; hose adapter; grout bru; 62.76 10/15/2022 101-45201-421990 10/06/2022 Mills Fleet Farm - Engine 12- (13.602) gal these 68.00 10/15/2022 101-42200-421200 10/06/2022 Amazon - (16) dry erase markers 24.39 10/15/2022 101-43110-421990 10/06/2022 Runnings - knee pads; eva tubing 83.98 10/15/2022 101-43125-421990 10/06/2022 Mills Fleet Farm - Tender 12- (19.035) gal diesel 95.16 10/15/2022 101-42200-421200 10/06/2022 Mills Fleet Farm - Engine 12- (19.810) gal diesel 99.03 10/15/2022 101-42200-421200 10/06/2022 Amazon - 6pc oil filter wrench kit 99.99 10/15/2022 101-45201-421990 10/06/2022 Amazon - 200 popcorn bags 22.99 10/15/2022 226-45125-421990 10/06/2022 Amazon - birthday supplies 84.49 10/15/2022 226-45123-421990 10/06/2022 Mills Fleet Farm - Engine 11- (21.378) gal diesel 107.94 10/15/2022 101-42200-421200 10/06/2022 Kwik Trip - Open House - (18) pk cookies 116.82 10/15/2022 101-42200-443990 10/06/2022 Mills Fleet Farm - Engine 11- (23.830) gal diese: 121.51 10/15/2022 101-42200-421200 10/06/2022 EATI - (2) LED surface mount 161.24 10/15/2022 101-43125-422100 10/06/2022 Amazon - (6) 3c5' US flags 174.00 10/15/2022 101-45201-421990 10/06/2022 Home Depot - (50) 60# quikrete concrete mix 178.00 10/15/2022 101-45201-421990 10/06/2022 Baseline Inc. - one year BaseManager Plus servi 199.00 10/15/2022 101-45201-431990 10/06/2022 Innovative Solutions - coffee; 250pk paper plate; 222.83 10/15/2022 609-49754-421990 10/06/2022 Home Depot - battery charger 286.09 10/15/2022 701-00000-421990 10/06/2022 Home Depot - (2) shower valves 383.92 10/15/2022 701-00000-421990 10/06/2022 Amazon - asst. art supplies - MontiArts 388.74 10/15/2022 101-45204-421990 10/06/2022 Martie's- (63) softner salt; delivery 419.50 10/15/2022 701-00000-440100 10/06/2022 Arctic Glacier - resale - #3458223802; #345822 471.10 10/15/2022 609-49750-425500 10/06/2022 Arctic Glacier - resale - #3454225003 866.74 10/15/2022 609-49750-425500 10/06/2022 Amazon - (12) 4x6' US Flag 573.00 10/15/2022 101-45201-421990 10/06/2022 Dacotah Paper - wetvac motor; can liner; tissue; 695.48 10/15/2022 701-00000-421990 10/06/2022 Bisco Health - Pool access wheelchair 1,200.00 10/15/2022 226-45124-421990 10/06/2022 Amazon -(2) copy paper 29.55 10/15/2022 226-45122-421990 10/06/2022 Amazon -(3) 48pk AA batteries 43.35 10/15/2022 226-45122-421990 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2022 Amazon -(2) 40pk chips for luncheon Fish Proje 43.72 10/15/2022 226-45127-421990 10/06/2022 Cub - resale - lemons; limes 46.74 10/15/2022 609-49750-425500 10/06/2022 Nighthawk - Oct. 2022 securtiy - Park's Barn 49.95 10/15/2022 701-00000-431990 10/06/2022 Amazon - (4) 125pk popcorn bags 59.56 10/15/2022 226-45125-421990 10/06/2022 AT & T - FirstNet Aug. 2022 mobile unlimited c 76.46 10/15/2022 101-42200-432100 10/06/2022 Amazon -(6) hinges 101.88 10/15/2022 226-45126-421990 10/06/2022 Ebay - (15) swell latch 103.20 10/15/2022 101-45201-422990 10/06/2022 Fun Express -Bertram Boo-tacular- Halloween,' 110.04 10/15/2022 226-45127-434990 10/06/2022 Cintas - mat service - #4130575639; 1346123; 21 202.38 10/15/2022 226-45126-431990 10/06/2022 Cintas - mat service - #4130575656; 1346068; 21 394.96 10/15/2022 609-49754-431990 10/06/2022 Cintas - mat service - #4129292673; 9971699 151.46 10/15/2022 226-45126-431990 10/06/2022 Cintas - mat service - #4129292499; 9971539 265.31 10/15/2022 609-49754-431990 10/06/2022 Dacotah Paper - es. stailess steel cleaner; (2) t. ti 772.55 10/15/2022 701-00000-421990 10/06/2022 Dacotah Paper - power head for wet vac 652.68 10/15/2022 226-45126-421990 10/06/2022 Dacotah Paper - (2) cs. paper twl; (2) tissue; (2) 1 767.10 10/15/2022 701-00000-421990 10/06/2022 Dacotah Paper - cs. cups; cs. napkins 185.09 10/15/2022 226-45125-421990 10/06/2022 Dacotah Paper - cs. tissue; (2) cx. nitrile glvs; ne 214.29 10/15/2022 701-00000-421990 10/06/2022 Aramark - Aug. 2022 rug; towel; paper serv.- Ba 128.74 10/15/2022 101-45201-431990 10/06/2022 Aramark - Aug. 2022 uniforms- Parks 201.73 10/15/2022 101-45201-441700 10/06/2022 Aramark - Aug. 2022 uniforms- Shop 113.25 10/15/2022 602-49490-441700 10/06/2022 Aramark - Aug. 2022 uniforms- Water 113.25 10/15/2022 601-49440-441700 10/06/2022 Aramark - Aug. 2022 uniforms- Streets 222.68 10/15/2022 101-43120-441700 10/06/2022 Aramark - Aug. 2022 towel service- Shop 251.20 10/15/2022 101-43127-431990 10/06/2022 Runnings - 24pk .5L water 4.59 10/15/2022 101-43127-421990 10/06/2022 Runnings - grease gun hose 11.99 10/15/2022 101-43127-421990 10/06/2022 Runnings - return Fuel hose; replaced w/ (2) 15' -10.00 10/15/2022 101-43127-421990 10/06/2022 Runnings -(2) 20' fuel hose; 15' hose 153.97 10/15/2022 101-43127-421990 10/06/2022 Runnings -grease gun hose asym; coupler; fittin€ 85.20 10/15/2022 101-43127-421990 10/06/2022 Runnings -whip hose; 5pk. coupler; lubricant; 24 79.55 10/15/2022 101-43127-421990 10/06/2022 Red's Auto Electric - alternator reg; bearing; brw 85.57 10/15/2022 101-43120-422100 10/06/2022 Auto Value - (2) air filter; (2) fuel; (2) oil filter 190.84 10/15/2022 101-43127-422120 10/06/2022 Auto Value - (7) asst. filters; lawn/garden appliu 152.15 10/15/2022 101-43127-422120 10/06/2022 Auto Value - (5) asst. filters 155.82 10/15/2022 101-43127-422120 10/06/2022 Auto Value - stearing gear 289.10 10/15/2022 101-43120-422110 10/06/2022 Auto Value - 2003 F450 - radiator 352.99 10/15/2022 101-43120-422110 10/06/2022 Zarnoth Brush - (2) disposable gutter brooms 2,900.00 10/15/2022 101-43120-422100 10/06/2022 Varitech Ind. - 100 gal. tank mk. adj. mounting k 3,031.45 10/15/2022 101-43125-421700 10/06/2022 Rogers Radiator Repair - clean & flush CAC 239.95 10/15/2022 101-43120-440440 10/06/2022 WHCE - Sunset Ponds lift station- 7/30-9/1/22 ( 172.21 10/15/2022 602-49490-438100 10/06/2022 WHCE - General Street Lighting 2,528.52 10/15/2022 101-43160-438100 10/06/2022 WHCE - Oct. 2022- Security Monitoring (12) ac 333.89 10/15/2022 701-00000-431900 10/06/2022 Mills Fleet Farm - Tender 12- (2.137) gal diesel 1 10.47 10/15/2022 101-42200-421200 10/06/2022 Runnings - Stihl - parts only 18.02 10/15/2022 101-46102-421990 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2022 Runnings - (2) plunger 19.58 10/15/2022 101-45201-421990 10/06/2022 Mills Fleet Farm - small engine (6.961) gal non -i 31.32 10/15/2022 101-42200-421200 10/06/2022 Mills Fleet Farm -U-12 (9.817) gal unleaded y@ 35.33 10/15/2022 101-42200-421200 10/06/2022 Mills Fleet Farm -Tenderl l (7.708) gal dieselyC 38.11 10/15/2022 101-42200-421200 10/06/2022 Auto Value - (4) wiper blades 43.96 10/15/2022 101-45201-421990 10/06/2022 Amazon -(6) TeeJet Quitkjet adapter 54.42 10/15/2022 101-45201-421990 10/06/2022 Mills Fleet Farm -Tenderl l (23.22) gal dieselyC 113.77 10/15/2022 101-42200-421200 10/06/2022 Costco - membership 120.00 10/15/2022 226-45122-421990 10/06/2022 Reds Service - #116 -fuel 150.00 10/15/2022 101-43120-421200 10/06/2022 Amazon - 4pk TeeJet 3 -outlet dbl. nozzle; (2) To 238.81 10/15/2022 101-45201-421990 10/06/2022 Arctic Glacier - resale - 3455225607 261.71 10/15/2022 609-49750-425500 10/06/2022 Costco - sofa - MontiArts 539.99 10/15/2022 101-45204-421990 10/06/2022 Costco - staff appreciation breakfast; Chamber b 139.87 10/15/2022 226-45122-443990 10/06/2022 Runnings - (2) chains; 18" bar 100.97 10/15/2022 101-46102-421990 10/06/2022 5th Street Tower - Parking @ Xcel Workshop Pa 20.00 10/15/2022 101-41310-433100 10/06/2022 Amazon - Pens, Plastic Spoons, Cleaning Wipes, 263.14 10/15/2022 101-41310-421990 10/06/2022 Amazon - Protein Bars for Concession 144.74 10/15/2022 226-45125-425410 10/06/2022 Amazon - Pens 11.05 10/15/2022 101-42200-421990 10/06/2022 Amazon - Refund Prime Membership -79.23 10/15/2022 101-41310-443300 10/06/2022 Amazon - Paper, 3 Hole Punch 79.39 10/15/2022 653-41990-421990 10/06/2022 Amazon - Work Boots (GH) 134.95 10/15/2022 701-00000-421990 10/06/2022 Amazon - Stapler 11.18 10/15/2022 101-41520-421990 10/06/2022 Amazon - Wi Fi Bluetooth Wireless Card 21.89 10/15/2022 702-00000-421990 10/06/2022 Amazon - Paper (4 cases) 466.52 10/15/2022 101-41310-421990 10/06/2022 Amazon - Certificate Frame 30.97 10/15/2022 101-41800-421990 10/06/2022 Amazon - Pens, Cardstock, Sortkwik, Paper 87.43 10/15/2022 101-41310-421990 10/06/2022 Amazon - Utensil Organizers for Meeting Room 80.97 10/15/2022 226-45123-421990 10/06/2022 Amazon - Coasters, Labels, Stapler, Paper Plates 111.82 10/15/2022 653-41990-421990 10/06/2022 Amazon - Surface Pro Case (Bldg Dept) 69.25 10/15/2022 702-00000-421990 10/06/2022 Amazon - Plastic Knives & Forks 87.33 10/15/2022 101-41310-421990 10/06/2022 Amazon - Notebooks 18.99 10/15/2022 101-41520-421990 10/06/2022 Amazon - Tape Dispenser, Paper Plates, Green P 197.40 10/15/2022 101-41310-421990 10/06/2022 Amazon - Floor Mat (JC) 55.99 10/15/2022 101-41310-421990 10/06/2022 Amazon - Cleaning Cards for CC & Label Printe 42.45 10/15/2022 101-41310-421990 10/06/2022 Arrowwood Resort - GFOA Conference Lodgin€ 272.26 10/15/2022 101-41520-433100 10/06/2022 Bluestone Gril - Lunch (JB) 10.42 10/15/2022 101-45201-433100 10/06/2022 Cintas - mat service - #41230575682 54.80 10/15/2022 653-41990-431990 10/06/2022 Cintas - mat service - #4129971570 41.16 10/15/2022 101-45501-431990 10/06/2022 Runnings - Screws 10.95 10/15/2022 701-00000-421990 10/06/2022 Shiffler Equipment - Retrofit LED 52W Lamp 151.32 10/15/2022 701-00000-421990 10/06/2022 Up North Painting - Painting @ Liquor Store 1,700.00 10/15/2022 701-00000-440100 10/06/2022 Verizon - July 21 - August 20 1,120.29 10/15/2022 702-00000-432100 10/06/2022 Walmart - Food for Training 43.08 10/15/2022 101-41800-443990 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2022 Waste Mgmt - August 2022 156.75 10/15/2022 101-45201-438400 10/06/2022 Waste Mgmt - August 2022 35.80 10/15/2022 101-43127-438400 10/06/2022 Waste Mgmt - August 2022 25.06 10/15/2022 609-49754-438400 10/06/2022 Waste Mgmt - August 2022 219.30 10/15/2022 226-45126-438400 10/06/2022 Waste Mgmt - August 2022 12.53 10/15/2022 101-45501-431990 10/06/2022 Waste Mgmt - August 2022 119.05 10/15/2022 602-49480-438400 10/06/2022 Waste Mgmt - August 2022 - Recycling 20,476.81 10/15/2022 101-43230-438400 10/06/2022 Waste Mgmt - August 2022 - Garbage 45,214.25 10/15/2022 101-43230-438400 10/06/2022 Waste Mgmt - August 2022 - GFEE 4,403.25 10/15/2022 101-00000-208120 10/06/2022 Monti Napa - Anti Freeze for Old Chamber Bldg 17.30 10/15/2022 701-00000-421990 10/06/2022 NeoGov - Zip Recruiter W/S Position 199.00 10/15/2022 101-41800-443300 10/06/2022 NIHCA - Duplicate Membership Renewal - Refi 399.00 10/15/2022 226-00000-115030 10/06/2022 NIHCA - Membership Renewal 399.00 10/15/2022 226-45122-431990 10/06/2022 Republic - Shredding Service (CH) 33.41 10/15/2022 101-41310-431990 10/06/2022 Republic - Shredding Service (DMV) 33.41 10/15/2022 653-41990-431990 10/06/2022 Runnings - Ramik Mini Bars 21.49 10/15/2022 101-45201-421990 10/06/2022 Runnings - Lithium Ion 36V Battery 249.99 10/15/2022 101-46102-421990 10/06/2022 Runnings - Chisels, 21 pc Drill Bit Set 103.97 10/15/2022 701-00000-421990 10/06/2022 Runnings - 3 Pc Aviation Snips 15.91 10/15/2022 701-00000-421990 10/06/2022 ConnectWise - Remote Management Software 324.00 10/15/2022 702-00000-421990 10/06/2022 Cub - Food Platters for Art Show 246.92 10/15/2022 101-45204-443990 10/06/2022 Cub - Gift Cards for Service Anniversaries (6) 150.00 10/15/2022 101-41800-443990 10/06/2022 Mills Fleet Farm - Engine 12- (11.355) gal dieser 55.63 10/15/2022 101-42200-421200 10/06/2022 GoDaddy.com - MCC Wedsite Domain Renewal 20.17 10/15/2022 702-00000-443300 10/06/2022 Gold Medallion Awards - Plaque for J Davidson 55.70 10/15/2022 213-46301-443990 10/06/2022 Holiday Inn - Lodging @ MN APA Conference ( 317.98 10/15/2022 101-41910-433100 10/06/2022 Holiday - Unleaded Fuel 1.410 gals @ $3.579 13.64 10/15/2022 701-00000-421200 10/06/2022 Home Depot - Access Panell for Liq Store; Utilil 28.96 10/15/2022 701-00000-421990 10/06/2022 Home Depot - Paint - Front Counter @ MCC 33.97 10/15/2022 701-00000-421990 10/06/2022 Home Depot - Door Sweeps (4), 3 Piece Metal F 75.05 10/15/2022 701-00000-421990 10/06/2022 Home Depot - Paint Marker, 7" Steel Square 15.44 10/15/2022 701-00000-421990 10/06/2022 Home Depot - Chisel, Chalk Kit, 35.92 10/15/2022 701-00000-421990 10/06/2022 Home Depot - Heavy Duty Caulk 27.28 10/15/2022 701-00000-421990 10/06/2022 Innovative Solutions - Staplers (2) 41.12 10/15/2022 653-41990-421990 10/06/2022 Innovative Solutions - Sheet Protectors 11.84 10/15/2022 653-41990-421990 10/06/2022 Inn on Lake Superior - Lodging MN APA Confer 457.48 10/15/2022 101-41910-433100 10/06/2022 Marine Iron West - Parking @ MN APA Confere 12.00 10/15/2022 101-41910-433100 10/06/2022 MN GFOA - Refund GFOA Conference Cancefl -230.00 10/15/2022 101-41520-433100 10/06/2022 Minncor - Duplicate Title Paper 175.00 10/15/2022 653-41990-421990 10/06/2022 Monti Chamber - Aug Chamber Lunch (JT) 20.00 10/15/2022 213-46301-443990 10/06/2022 Monti Chamber - Aug Chamber Lunch (TP & H 40.00 10/15/2022 101-45201-443990 10/06/2022 Moon Donuts - Donut Holes (6 dz) for Downtom 17.94 10/15/2022 101-41910-443990 10/06/2022 Adobe - State Arts Grant - Sept 2022 29.99 10/15/2022 101-45204-431990 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2022 Amazon - Picture Frame Sets (2) 103.98 10/15/2022 101-43120-421990 10/06/2022 Amazon - Wireless Earbuds 25.99 10/15/2022 101-45201-421990 10/06/2022 Amazon - Yellow & Magenta Ink Tanks 136.57 10/15/2022 101-43110-421990 10/06/2022 Amazon - Paper 49.99 10/15/2022 101-43110-421990 10/06/2022 Amazon - Pens 14.95 10/15/2022 101-43110-421990 10/06/2022 Amazon - Picture Frames, Poster Frames, Cork 1 470.39 10/15/2022 101-45204-421990 10/06/2022 Amazon - Tools, Battery Carrier, Adapters, Mult 319.69 10/15/2022 101-45201-421990 10/06/2022 Arctic Glacier - resale - #3455226903 418.05 10/15/2022 609-49750-425500 10/06/2022 Auto Value - Battery 144.99 10/15/2022 101-45201-422990 10/06/2022 Auto Value - High Capacity Joined #113 78.99 10/15/2022 101-43120-422110 10/06/2022 Auto Value - Belt Tensioner, Belt #113 83.98 10/15/2022 101-43120-422110 10/06/2022 Auto Value - Returned Steering Gear #113 -121.11 10/15/2022 101-43120-422110 10/06/2022 DISH - Oct 2022 Service 77.03 10/15/2022 609-49754-432500 10/06/2022 CWP - Pressure Washer Hose 5000 PSI 23 ft 141.49 10/15/2022 101-43127-421990 10/06/2022 Dacotah Paper - Garbage Bags, Tissue, Paper Ph 1,125.03 10/15/2022 701-00000-421990 10/06/2022 DTN - Online Forecast Renewal 10/1/22 - 9/30/ 2,748.00 10/15/2022 101-43120-421990 10/06/2022 EDAM - Registration for Training (HS) 500.00 10/15/2022 213-46301-433100 10/06/2022 Grant Gopher - Find My Grants montly Service 9.00 10/15/2022 101-45201-443300 10/06/2022 MN Fall Maintenanc Expo - General Registratioi 150.00 10/15/2022 101-45201-433100 10/06/2022 Microsoft - Sept 2022 Online Service 365 E3 208.14 10/15/2022 702-00000-431990 10/06/2022 Microsoft - Monthly E3 Email User Licenses (1) 32.00 10/15/2022 702-00000-431990 10/06/2022 Microsoft - Cloud Storage for Backups (Aug) 52.69 10/15/2022 702-00000-431990 10/06/2022 MN Nursery & Landscape - Northern Green Cla 385.00 10/15/2022 101-43120-433100 10/06/2022 Power Tool Superstore - Porter Cable Fan 22.52 10/15/2022 101-45201-421990 10/06/2022 Power Tool Superstore - Sales Tax Refund -1.54 10/15/2022 101-45201-421990 10/06/2022 Quadient Leasing - Postage Machine Lease Pmt 470.46 10/15/2022 101-41310-441500 10/06/2022 Reds Service - Fuel - Gator 11.80 10/15/2022 101-43120-421200 10/06/2022 USPS - Postage Return Part for Warranty Work ( 41.25 10/15/2022 101-43127-421990 10/06/2022 Von Hanson Snacks - Pretzels & Trail Mix for R 124.20 10/15/2022 226-45125-425410 10/06/2022 DTN - Online Forecast Renewal 10/1/22 - 9/30/: 2,748.00 10/15/2022 101-43125-421990 10/06/2022 Amazon - Badge Lanyards 16.97 10/15/2022 101-41310-421990 10/06/2022 Amazon - Half Sheet Shipping Labels 17.26 10/15/2022 101-41310-421990 10/06/2022 Amazon - Colored Paper 51.06 10/15/2022 101-41310-421990 10/06/2022 Amazon - Pens 11.68 10/15/2022 101-41310-421990 10/06/2022 Amazon - Coffee 57.53 10/15/2022 101-43110-421990 10/06/2022 Amazon - 2023 Monthly Planning Calendar (CIV 18.36 10/15/2022 226-45124-421990 10/06/2022 Auto Value - Anti Freeze (3) 47.97 10/15/2022 101-43120-422110 10/06/2022 Auto Value - Anti Freeze (2) 20.98 10/15/2022 101-43127-421990 10/06/2022 Cub - Lemonade 5.49 10/15/2022 101-41910-443990 10/06/2022 EATI - Whelen Custom SYS404D System 1,412.30 10/15/2022 101-43125-422100 10/06/2022 Grainger - IOMM Ball Sockets (2) 15.02 10/15/2022 602-49490-422990 10/06/2022 MN Fire Svc Cert Board - Bulk Recertification 2 150.00 10/15/2022 101-42200-433100 10/06/2022 MN Fire Svc Cert Board - Bulk Recertification 2 500.00 10/15/2022 101-42200-433100 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 10/06/2022 Jimmy Johns - Food for Council Meeting 63.25 10/15/2022 101-41110-443990 10/06/2022 Jimmy Johns - Food for Council Meeting 70.69 10/15/2022 101-41110-443990 10/06/2022 MN Transportation Alliance - Regist Annual Wa; 535.00 10/15/2022 101-43115-433100 10/06/2022 Runnings - Water (3 cases) 18.36 10/15/2022 101-43127-421990 10/06/2022 Safeguard Security - Oct 2022 Security Monitori 44.95 10/15/2022 701-00000-431990 10/06/2022 Speedway - Command l - (14.062) gal unleada 54.41 10/15/2022 101-42200-421200 10/06/2022 Walmart - Misc Supplies for All Employee Meet 77.60 10/15/2022 101-41310-421990 10/06/2022 1 st AYD - Brake & Parts Cleaner (72 cans) 211.85 10/15/2022 101-43127-421990 10/06/2022 4 Imprint - Monti Arts Hats for Chalkfest Artist 1 364.69 10/15/2022 101-41310-444220 10/06/2022 4 Imprint - Tumblers for Lets Chalk Artists (48) 353.60 10/15/2022 101-41310-444220 10/06/2022 4 Imprint - Tote Bags for Lets Chalk Artists (50) 429.55 10/15/2022 101-41310-444220 10/06/2022 4 Imprint - PAR Hats (40) 525.27 10/15/2022 101-45201-421990 10/06/2022 Caribou - Gift Cards for IEDC (10/$5) 50.00 10/15/2022 213-46301-443990 10/06/2022 Cub - Fruit Bowl, Muffins, Scones - Downtown 46.25 10/15/2022 101-41910-443990 10/06/2022 Monti Chamber - Sept Chamber Program (RL) 10.00 10/15/2022 101-41310-443990 10/06/2022 Monti Printing - IEDC Breakfast Invites 128.48 10/15/2022 213-46301-421990 10/06/2022 Home Depot - Misc Supplies 12.54 10/15/2022 101-45201-421990 10/06/2022 Home Depot - Misc Supplies 75.28 10/15/2022 101-45201-421990 10/06/2022 USPS - Certified Letters (2) 17.38 10/15/2022 101-41910-432200 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 9 Check Total: 121,528.49 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 10 ACH Enabled: True 00012895592 Vanco Gateway Exchange - Sept 2022 (1/2) 60.36 10/15/2022 601-49440-443980 00012895592 Vanco Gateway Exchange - Sept 2022 (1/2) 60.36 10/15/2022 602-49490-443980 Check Total: 120.72 Vendor: 1565 WELLS FARGO CORP TRUST SERVICE Check Sequence: 11 ACH Enabled: True 10/6/2022 Addt'l Investment to RBC 365,000.00 10/15/2022 955-00000-104010 Check Total: 365,000.00 The preceding list of bills payable was reviewed and approved for payment. Total for Check Run: 620,870.25 Date: 10/24/22 Approved by: Mayor Lloyd H i Igart Total of Number of Checks: 11 AP -Computer Check Proof List by Vendor (10/18/2022 - 10:20 AM) Page 9 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Julie.Cheney Printed: 10/20/2022 - 7:42AM Batch: 00203.10.2022 - 203.10.2022 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1006 ABM EQUIPMENT AND SUPPLY LLC Check Sequence: 1 ACH Enabled: True 0172156-IN #156 - Inspect & Repair Outriggers. Repaired V 786.25 10/25/2022 101-43120-440500 Check Total: 786.25 Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 2 ACH Enabled: False 60195 UB Renter/Owner Letters (661) (1/2) 158.22 10/25/2022 601-49440-431800 60195 UB Renter/Owner Letters (661) (1/2) 158.22 10/25/2022 602-49490-431800 Check Total: 316.44 Vendor: 1039 AQUA LOGIC INC Check Sequence: 3 ACH Enabled: True 1386 Pool/Spa Recirculation Pumps (2) 12,460.00 10/25/2022 226-45124-458010 Check Total: 12,460.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 4 ACH Enabled: False 3563740 Resale - Beer 161.70 10/25/2022 609-49750-425200 3565230 Resale - Beer 212.40 10/25/2022 609-49750-425200 3565311 Resale - Wine 281.55 10/25/2022 609-49750-425300 3565312 Resale - Beer 101.60 10/25/2022 609-49750-425200 Check Total: 757.25 Vendor: 4502 ARVIG Check Sequence: 5 ACH Enabled: True 329841 Sept 2022 - FNM Expenses - Border States 3,353.12 10/25/2022 656-49877-422990 Check Total: 3,353.12 Vendor: 5117 ASPEN MILLS Check Sequence: 6 ACH Enabled: False 296792 Captain Uniform: Coat, Pants, Shirt, Belt, Shoes 696.95 10/25/2022 101-42200-421120 Check Total: 696.95 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 7 ACH Enabled: True 2155032 Diesel Fuel (639.2 gals) @ $4.0730 2,785.63 10/25/2022 101-43120-421200 2155033 Unleaded Fuel (745.6 gals) @ $3.1610 2,569.34 10/25/2022 101-43120-421200 2159036 Thermo Pro EL 50/50 (110 gal) 850.00 10/25/2022 101-43127-421990 Check Total: 6,204.97 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 8 ACH Enabled: True 0096796100 Resale - Liquor 5,860.60 10/25/2022 609-49750-425100 0096892800 Resale - Wine 92.00 10/25/2022 609-49750-425300 0096892800 Resale - Liquor 6,696.85 10/25/2022 609-49750-425100 0097027300 Credit - Liquor -48.78 10/25/2022 609-49750-425100 0105870700 Resale - Mix, Juices 164.25 10/25/2022 609-49750-425400 0105870700 Assorted Bags, 366.02 10/25/2022 609-49754-421990 Check Total: 13,130.94 Vendor: 5957 BENSON ORTH ASSOCIATES INC Check Sequence: 9 ACH Enabled: False 10/17/22022 Refund Water Use Permit - Dep $750 - $61.79 u; -57.55 10/25/2022 601-49440-371120 10/17/22022 Refund Water Use Permit - Dep $750 - $61.79 m -4.24 10/25/2022 601-00000-208100 10/17/22022 Refund Water Use Permit - Dep $750 - $61.79 u; 750.00 10/25/2022 601-00000-220111 Check Total: 688.21 Vendor: 1067 BERNICK'S Check Sequence: 10 ACH Enabled: False 10000910 Resale - Pop 52.30 10/25/2022 609-49750-425400 10000910 Resale - Beer 2,405.88 10/25/2022 609-49750-425200 10000911 Resale - Pop 53.53 10/25/2022 609-49750-425400 10003210 Resale - Pop 301.68 10/25/2022 226-45125-425410 10003210 Resale - Pop 193.40 10/25/2022 226-45123-421990 Check Total: 3,006.79 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 11 ACH Enabled: False 3995 Clean Tap Beer Lines (2) 50.00 10/25/2022 226-45123-431990 Check Total: 50.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 12 ACH Enabled: False 345978663 Resale - Wine 504.00 10/25/2022 609-49750-425300 345978663 Resale - Wine 1,207.26 10/25/2022 609-49750-425100 345978663 Freight 26.68 10/25/2022 609-49750-433300 346079954 Resale - Wine 500.00 10/25/2022 609-49750-425300 346079954 Resale - Wine 6,269.31 10/25/2022 609-49750-425100 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 346079954 Freight 68.49 10/25/2022 609-49750-433300 410170981 Resale - Wine Credit -18.47 10/25/2022 609-49750-425100 410170981 Freight Credit -0.14 10/25/2022 609-49750-433300 410198142 Credit- Wine -128.00 10/25/2022 609-49750-425300 410198142 Credit- Freight -1.65 10/25/2022 609-49750-433300 Check Total: 8,427.48 Vendor: 2890 BROTHERS FIRE & SECURITY CO Check Sequence: 13 W21402 2022 Annual Fire Sprinkler Inspection - PW 225.00 10/25/2022 701-00000-431990 Check Total: 225.00 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 14 2348-000OG 242 202223 - Headwaters West Apartments - Sept 20 448.00 10/25/2022 101-00000-220110 2348-000OG 242 202210 - Block 52 PUD - Sept 2022 160.00 10/25/2022 101-00000-220110 2348-000OG 242 General Admin - Sept 2022 1,428.10 10/25/2022 101-41610-430400 2348-000OG 242 Public Works Admin - Sept 2022 768.00 10/25/2022 101-43110-430400 2348-000OG 242 Ordinance Re:Meters - Sept 2022 48.00 10/25/2022 601-49440-431990 2348-000OG 242 Contract Review w/Veolia - Sept 2022 112.00 10/25/2022 602-49480-430400 2348-00175G 1 202222 - Haven Ridge 2nd Addition Plat - Sept. 150.00 10/25/2022 101-00000-220110 2348-0148G 48 16C006 - Fallon Ave Condemnation - Sept 2022 46.50 10/25/2022 400-43300-430400 2348-0188G 4 22D003 - Block 52 1st Addition - Sept 2022 1,587.60 10/25/2022 101-00000-220110 2348-0189G 4 16C006 - Bluffs in Monticello COA - Sept 2022 432.00 10/25/2022 400-43300-430400 2348-0190G 1 202223 - Country Club Manor 2nd Addition - Se 288.00 10/25/2022 101-00000-220110 Check Total: 5,468.20 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 15 2748801 Resale - Beer 9,226.60 10/25/2022 609-49750-425200 2748801 Resale - Liquor 321.00 10/25/2022 609-49750-425100 2748801 Resale - Beer N/A 258.25 10/25/2022 609-49750-425400 2748801 Resale - Juice 22.49 10/25/2022 609-49750-425500 Check Total: 9,828.34 Vendor: 5812 CASTREJON INC Check Sequence: 16 5627 Misc Repairs (Haven Ridge, Carisle Village, Fea 17,690.00 10/25/2022 656-00000-165010 Check Total: 17,690.00 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 17 0000633926 Bulk Carbon Dioxide (453 lbs) 157.23 10/25/2022 701-00000-421600 ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 4 Check Total: 157.23 Vendor: 5955 PUBLIC WORKS CITY OF BECKER Check Sequence: 18 ACH Enabled: False 10/18/2022 Force 5100 EX Plow Controls (2) 2,000.00 10/25/2022 101-43125-422100 Check Total: 2,000.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 19 ACH Enabled: True 1751360 Resale - Beer N/A 165.30 10/25/2022 609-49750-425400 1751360 Resale - Beer 3,026.55 10/25/2022 609-49750-425200 1753324 Resale - Beer 29,673.94 10/25/2022 609-49750-425200 1753324 Resale - Beer N/A 105.50 10/25/2022 609-49750-425400 1754968 Resale - Beer Credit -140.00 10/25/2022 609-49750-425200 1756879 Resale - Beer Credit -104.00 10/25/2022 609-49750-425200 1756945 Resale - Beer Credit -90.00 10/25/2022 609-49750-425200 Check Total: 32,637.29 Vendor: 5898 DAKOTA SUPPLY GROUP - MONTICELLO Check Sequence: 20 ACH Enabled: False S102093997.003 Ball Valve and PVC 353.92 10/25/2022 701-00000-421990 Check Total: 353.92 Vendor: 2440 DESIGN ELECTRIC INC Check Sequence: 21 ACH Enabled: False 13450 Xcel Ballfied Repairs from Vandalism 45,765.00 10/25/2022 101-45203-440800 17278 22C005 - Change MNDOT & Park Bldg to Und 4,127.00 10/25/2022 400-43300-459025 Check Total: 49,892.00 Vendor: 5588 DESIGN TREE ENGINEERING INC Check Sequence: 22 ACH Enabled: False 22418 19C003 CONSTR - SCADA System Improveme 1,278.75 10/25/2022 601-00000-165010 22418 19C003 CONSTR - SCADA System Improveme 1,278.75 10/25/2022 602-00000-165010 22590 19C003 CONSTR - SCADA System Improveme 1,278.75 10/25/2022 601-00000-165010 22590 19C003 CONSTR - SCADA System Improveme 1,278.75 10/25/2022 602-00000-165010 Check Total: 5,115.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 23 ACH Enabled: True 1522494 Resale - Beer 662.50 10/25/2022 609-49750-425200 1523423 Resale - Beer 65.95 10/25/2022 609-49750-425200 1525593 Resale - Beer 1,214.00 10/25/2022 609-49750-425200 Check Total: 1,942.45 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1147 DOUBLE D ELECTRIC INC Check Sequence: 24 ACH Enabled: False 27103 Lighting RetroFit @ Animal Shelter 1,900.00 10/25/2022 701-00000-440100 Check Total: 1,900.00 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 25 ACH Enabled: True 2653 Resale - Beer 561.60 10/25/2022 609-49750-425200 Check Total: 561.60 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 26 ACH Enabled: True 914400 22C001 -PH 2022 Sidewalk Improvements Ad# 269.60 10/25/2022 400-43300-459023 914401 22C001 - PH 2022 Street Improvements Ad# 12 269.60 10/25/2022 400-43300-459023 916272 Fire Fighter Salute Ad# 1258798 35.00 10/25/2022 609-49754-434990 Check Total: 574.20 Vendor: 2004 TRACY ERGEN Check Sequence: 27 ACH Enabled: True 10/12/2022 Mileage Reimbursement MNSHRM Conference 105.00 10/25/2022 101-41800-433100 Check Total: 105.00 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 28 ACH Enabled: True 10/8/2022 Oct 2022 - Phone - City Hall 719.13 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - MCC 543.45 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - Ballfields 19.89 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - DMV 283.95 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - Hi Way Liquor 329.66 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - Fire Hall 397.51 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - Public Works 1,281.04 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - Parks 115.11 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Phone - Prairie Center 13.22 10/25/2022 702-00000-432100 10/8/2022 Oct 2022 - Internet - City Hall 248.90 10/25/2022 702-00000-432300 10/8/2022 Oct 2022 - Internet - MCC 10.00 10/25/2022 702-00000-432300 10/8/2022 Oct 2022 - Internet - DMV 89.90 10/25/2022 702-00000-432300 10/8/2022 Oct 2022 - Internet - Hi Way Liquor 45.95 10/25/2022 702-00000-432300 10/8/2022 Oct 2022 - Internet - Fire Hall 170.90 10/25/2022 702-00000-432300 10/8/2022 Oct 2022 - Internet - Animal Shelter 33.95 10/25/2022 702-00000-432300 10/8/2022 Oct 2022 - Internet - Public Works 53.95 10/25/2022 702-00000-432300 10/8/2022 Oct 2022 - Cable - Fire Hall 116.85 10/25/2022 101-42200-431990 10/8/2022 Oct 2022 - Cable - MCC 194.85 10/25/2022 226-45127-432500 10/8/2022 Oct 2022 - Data Hosting 500.00 10/25/2022 702-00000-431900 10/8/2022 Oct 2022 - Service Contract 250.00 10/25/2022 702-00000-431900 10/8/2022 Oct 2022 - Phone & Internet - Monti Arts 150.66 10/25/2022 101-45204-431990 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 6 Check Total: 5,568.87 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 29 ACH Enabled: False 164227 Engine #12 - Labor - Run new Wires for Temp S 1,577.00 10/25/2022 101-42200-440500 164228 Engine #12 - Replace Engnie Temp Sensor; Test 726.00 10/25/2022 101-42200-440500 Check Total: 2,303.00 Vendor: 1223 HAWKINS INC Check Sequence: 30 ACH Enabled: True 6309836 Pool Chemicals 1,594.27 10/25/2022 701-00000-421600 Check Total: 1,594.27 Vendor: 1228 HERC U LIFT INC Check Sequence: 31 ACH Enabled: False R072188 Genie - Rental (9/26/22 - 10/2/22) 1,017.20 10/25/2022 701-00000-441500 Check Total: 1,017.20 Vendor: 6110 HESSE INC Check Sequence: 32 ACH Enabled: False 1307 Ice B Gone Magic Liquid (4,500) 11,340.00 10/25/2022 101-43125-421600 Check Total: 11,340.00 Vendor: 4650 JASEN HOGLUND Check Sequence: 33 ACH Enabled: False 01109 Custom Lettering - Monti Arts Logo 180.00 10/25/2022 101-45204-421990 Check Total: 180.00 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 34 ACH Enabled: False INV27693 Lynde Rust B Gone (501b pail) 422.75 10/25/2022 701-00000-421600 Check Total: 422.75 Vendor: 6023 BENJAMIN HUGUS Check Sequence: 35 ACH Enabled: False E-2949 dba - Ursa Brewing - Beer N/A 120.00 10/25/2022 609-49750-425400 Check Total: 120.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 36 ACH Enabled: False 2145562 Resale - Liquor 73.00 10/25/2022 609-49750-425100 2150149 Freight 47.87 10/25/2022 609-49750-433300 2150149 Resale - Beer 1,955.64 10/25/2022 609-49750-425200 2150150 Freight 69.01 10/25/2022 609-49750-433300 2150150 Resale - Wine 2,235.68 10/25/2022 609-49750-425300 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 2150150 Resale - Mix 78.60 10/25/2022 609-49750-425400 2151243 Resale - Liquor 2,304.11 10/25/2022 609-49750-425100 2151243 Freight 26.40 10/25/2022 609-49750-433300 2151244 Resale - Wine 1,261.33 10/25/2022 609-49750-425300 2151244 Freight 39.58 10/25/2022 609-49750-433300 2153582 Resale - Liquor 3,057.56 10/25/2022 609-49750-425100 2153582 Freight 59.39 10/25/2022 609-49750-433300 2153583 Freight 13.20 10/25/2022 609-49750-433300 2153583 Resale - Wine 656.00 10/25/2022 609-49750-425300 2154282 Resale - Liquor 1,770.00 10/25/2022 609-49750-425100 2154282 Freight 33.00 10/25/2022 609-49750-433300 2154283 Freight 16.50 10/25/2022 609-49750-433300 2154283 Resale - Wine 547.20 10/25/2022 609-49750-425300 2155202 Resale - Liquor 2,640.01 10/25/2022 609-49750-425100 2155202 Frieght 43.88 10/25/2022 609-49750-433300 2155203 Resale - Mix 44.00 10/25/2022 609-49750-425400 2155203 Resale - Wine 2,461.73 10/25/2022 609-49750-425300 2155203 Freight 52.04 10/25/2022 609-49750-433300 2155907 Resale - Liquor 5,235.59 10/25/2022 609-49750-425100 2155907 Freight 37.71 10/25/2022 609-49750-433300 2155908 Freight 34.68 10/25/2022 609-49750-433300 2155908 Resale - Wine 1,496.65 10/25/2022 609-49750-425300 223424 Resale - Mix Credit -1.84 10/25/2022 609-49750-425400 223425 Resale - Wine Credit -8.00 10/25/2022 609-49750-425300 223426 Resale - Liquor Credit -24.00 10/25/2022 609-49750-425100 Check Total: 26,256.52 Vendor: 5214 JOHNSON FITNESS & WELLNESS Check Sequence: 37 ACH Enabled: False 21-071847 Trip Charge & Service Labor 276.50 10/25/2022 226-45126-440440 Check Total: 276.50 Vendor: 5974 JOTL PROPERTIES, LLC Check Sequence: 38 ACH Enabled: False 52 Oct 2022 - 213 W Broadway Rent 1,500.00 10/25/2022 101-45204-441200 Check Total: 1,500.00 Vendor: 6114 KINDRED HEARTS EVENT CENTER Check Sequence: 39 ACH Enabled: False 10/19/2022 Rental Space for Elections Precinct #4 1,340.00 10/25/2022 101-41410-443990 Check Total: 1,340.00 Vendor: 3829 STEVE LANGANKI Check Sequence: 40 ACH Enabled: True AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 1612 Ports Toilet Rental (7/11 - 8/7/22) 1,702.59 10/25/2022 101-45201-431901 1650 Ports Toilet Rental (9/5 - 10/2/22) 1,664.99 10/25/2022 101-45201-431901 Check Total: 3,367.58 Vendor: 5285 LAWSON PRODUCTS, INC. Check Sequence: 41 ACH Enabled: False 9309976491 3/4" Alloy Steel Split Lock Washers (100) 97.94 10/25/2022 101-43127-421990 Check Total: 97.94 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 42 ACH Enabled: False 368877 Annual Adobe Acrobat Pro DC (16) 1,200.04 10/25/2022 702-00000-431900 Check Total: 1,200.04 Vendor: 4907 MATTHEW LEONARD Check Sequence: 43 ACH Enabled: True 9/27/2022 Reimbursement Travel to Washington DC 1,809.29 10/25/2022 101-43110-433100 Check Total: 1,809.29 Vendor: 5709 BEN LUNDQUIST Check Sequence: 44 ACH Enabled: True 000008 Qtr 3 2022 - Monti Arts Asst. Director 6,249.99 10/25/2022 101-45204-431990 Check Total: 6,249.99 Vendor: 1386 M -R SIGN CO INC Check Sequence: 45 ACH Enabled: True 217759 Signs "Stay Back" (3) 409.79 10/25/2022 101-43120-422600 Check Total: 409.79 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 46 ACH Enabled: True P45234 Scraper (2), Dirt Shoe (2) 134.07 10/25/2022 101-43120-422100 Check Total: 134.07 Vendor: 6109 MAYER MECHANICAL INC Check Sequence: 47 ACH Enabled: False 49092 Labor work on Turbo Air Top Cooler/Lower Frei 688.78 10/25/2022 701-00000-440100 Check Total: 688.78 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 48 ACH Enabled: False 639896 C0560 - Annual Maint Contract 9/1/22 -8/31/22 3,084.00 10/25/2022 701-00000-431900 640110 WO# 143384 - Install New Fan Motor in Liquor 1,029.98 10/25/2022 701-00000-440100 Check Total: 4,113.98 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 6108 MID -MINNESOTA CONCRETE LLC Check Sequence: 49 ACH Enabled: False 30673 Concrete 6 CY for Sidewalk, Curb & Gutter 1,032.00 10/25/2022 101-43120-422400 Check Total: 1,032.00 Vendor: 5578 MINNESOTA CONCRETE LIFTING LLC Check Sequence: 50 ACH Enabled: False 10/18/2022 Raise/Grind 17 Sections of Sidewalk 875.00 10/25/2022 101-43120-440990 Check Total: 875.00 Vendor: 4216 MINNESOTA EQUIPMENT Check Sequence: 51 ACH Enabled: False P80479 Harness Kit 173.34 10/25/2022 101-43120-422100 P81547 Harness Kit Returned -130.00 10/25/2022 101-43120-422100 Check Total: 43.34 Vendor: 2653 MINNESOTA SECRETARY OF STATE - NOTE Check Sequence: 52 ACH Enabled: False 10/17/2022 Notary Commission (JS) 120.00 10/25/2022 653-41990-431990 Check Total: 120.00 Vendor: 1337 CORINNE MITCHELL Check Sequence: 53 ACH Enabled: True 10/17/2022 Mileage Reimbursement - MRPA Conference (1! 119.13 10/25/2022 226-45124-433100 Check Total: 119.13 Vendor: 2068 MN DEPT OF AGRICULTURE Check Sequence: 54 ACH Enabled: False 10/19/2022 2023 Tree Care Registry Renewal 25.00 10/25/2022 101-45201-443300 Check Total: 25.00 Vendor: 1373 MONTICELLO SCHOOL DISTRICT #882 Check Sequence: 55 ACH Enabled: False 15507 Plumbing 2 Sinks, Propane Power Vent for Wate 5,400.00 10/25/2022 101-45201-440100 Check Total: 5,400.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 56 ACH Enabled: True Oct 2022 Monthly Allocation - Oct 2022 5,416.67 10/25/2022 101-45175-444310 Check Total: 5,416.67 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 57 ACH Enabled: False 7259 TIF 1-45 - Block 52 - Sept 2022 1,827.50 10/25/2022 213-00000-220110 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 10 Check Total: 1,827.50 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 58 ACH Enabled: True 26016 Technical Assistance - City Projects - Sept 2022 3,065.50 10/25/2022 101-41910-431990 26017 22D003 - Deephaven Block 52 Prelim Plat/PUD 458.40 10/25/2022 101-00000-220110 26017 202223 - Headwaters West PUD - Sept 2022 1,321.10 10/25/2022 101-00000-220110 26017 202216 - Headwaters West Final PUD - Sept 20: 668.50 10/25/2022 101-00000-220110 26017 Electro Industries PUD - Sept 2022 935.90 10/25/2022 101-41910-431990 26018 Technical Assistance - Meetings - Sept 2022 300.00 10/25/2022 101-41910-431990 Check Total: 6,749.40 Vendor: 4551 NOVAK BUILDERS & REMODELERS Check Sequence: 59 ACH Enabled: False 10/10/2022 Escrow Refund - 4216 Eaton Cir/Featherstone 51 2,000.00 10/25/2022 101-00000-220110 Check Total: 2,000.00 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 60 ACH Enabled: True 5662 Solar Rebate Program - Xcel 50,322.74 10/25/2022 101-41310-443992 Check Total: 50,322.74 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 61 ACH Enabled: True 9004544P Torctite Clam (3) 38.07 10/25/2022 101-43120-422110 Check Total: 38.07 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 62 ACH Enabled: True 9/13/2022 Mileage Reimbursement - Watkins Vet (80 miles 50.00 10/25/2022 101-42700-433100 Oct 2nd Semi Monthly Contract Payment 1,622.25 10/25/2022 101-42700-431200 Check Total: 1,672.25 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 63 ACH Enabled: True 19887 Battery 26.35 10/25/2022 101-45201-421990 63213 Parts - New Motor, Grounding Brush - Inspect & 1,602.62 10/25/2022 701-00000-440100 Check Total: 1,628.97 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 64 ACH Enabled: False 16498 1/2" Driveway mix (.73) 59.87 10/25/2022 101-43120-422400 Check Total: 59.87 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 65 ACH Enabled: True 347130 Food for Concession Resale @ MCC 454.56 10/25/2022 226-45125-425410 Check Total: 454.56 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 66 ACH Enabled: False 6468803 Resale - Liquor 38.04 10/25/2022 609-49750-425100 6473267 Resale- Liquor 1,785.50 10/25/2022 609-49750-425100 6473267 Freight 26.41 10/25/2022 609-49750-433300 6473268 Resale - Wine 1,445.20 10/25/2022 609-49750-425300 6473268 Freight 39.56 10/25/2022 609-49750-433300 6476347 Resale - Liquor 2,099.45 10/25/2022 609-49750-425100 6476347 Freight 19.81 10/25/2022 609-49750-433300 6476944 Freight 38.75 10/25/2022 609-49750-433300 6476944 Resale - Liquor 3,641.30 10/25/2022 609-49750-425100 6476945 Resale - Wine 1,469.37 10/25/2022 609-49750-425300 6476945 Freight 32.14 10/25/2022 609-49750-433300 Check Total: 10,635.53 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 67 ACH Enabled: False W1172314 Grader Unit 71 - Replace DPF System 23,567.41 10/25/2022 101-43120-440440 Check Total: 23,567.41 Vendor: 6111 HEMA RAMSEWAK Check Sequence: 68 ACH Enabled: True 9/14/2022 Mileage Reimbursement - Driver License Trainh 42.50 10/25/2022 653-41990-433100 Check Total: 42.50 Vendor: 4617 REGENTS OF UNIVERSITY OF MN Check Sequence: 69 ACH Enabled: False 0230045259 Oak Disease Analysis 80.00 10/25/2022 101-46102-421990 Check Total: 80.00 Vendor: 6112 ROLSTAD CONSTRUCTION Check Sequence: 70 ACH Enabled: False 10/12/2022 Refund Water Permit - Deposit $2,000 - $167.54 2,000.00 10/25/2022 601-00000-220111 10/12/2022 Refund Water Permit - Deposit $2,000 - $167.54 -156.03 10/25/2022 601-49440-371120 10/12/2022 Refund Water Permit - Deposit $2,000 - $167.54 -11.51 10/25/2022 601-00000-208100 Check Total: 1,832.46 Vendor: 4781 RUE 38 LLC Check Sequence: 71 ACH Enabled: False 14410 Resale - Wine 729.00 10/25/2022 609-49750-425300 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 12 Check Total: 729.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 72 ACH Enabled: True A43510 Ballot Cage for Elections 860.00 10/25/2022 101-41410-424100 A43518 Door 1 Exit Device Repairs 1,953.00 10/25/2022 701-00000-440100 A43519 Door 12 Exit Device Repair 1,270.20 10/25/2022 701-00000-440100 A43520 Door 8 Repairs - Rod Assembly, Guides, Covers 1,286.00 10/25/2022 701-00000-440100 Check Total: 5,369.20 Vendor: 4705 S2 SERVICES INC Check Sequence: 73 ACH Enabled: False 1535 EverGlaze Restrooms (MCC 2) (Sr Ctr 1) 2,000.00 10/25/2022 701-00000-431990 Check Total: 2,000.00 Vendor: 4660 SAFE -FAST, INC Check Sequence: 74 ACH Enabled: True 267709 Winter Parka (1), Hooded Sweatshirts (15) 748.15 10/25/2022 101-43120-421990 2677101 Sweatshirts (5) (1/2) 139.43 10/25/2022 601-49440-421990 2677101 Sweatshirts (5) (1/2) 139.42 10/25/2022 602-49490-421990 267711 Winter Parka (1) 51.95 10/25/2022 101-43115-421990 267719 Winter Parka (3), Hoodies (10), Bomber Jacket ( 1,038.15 10/25/2022 101-45201-421990 Check Total: 2,117.10 Vendor: 5900 SIGN SOLUTIONS USA, LLC Check Sequence: 75 ACH Enabled: False 403838 Various Street Signs (42) 818.79 10/25/2022 101-43120-422600 Check Total: 818.79 Vendor: 6113 SOFT PLAY Check Sequence: 76 ACH Enabled: False 27444 50% Deposit on Romp & Stomp Play Area 40,779.50 10/25/2022 226-45127-458010 Check Total: 40,779.50 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 77 ACH Enabled: False 2267282 Resale - Liquor 1,821.55 10/25/2022 609-49750-425100 2267282 Freight 14.70 10/25/2022 609-49750-433300 2267283 Resale - Wine 741.97 10/25/2022 609-49750-425300 2267283 Freight 14.35 10/25/2022 609-49750-433300 2269365 Resale - Liquor 1,346.67 10/25/2022 609-49750-425300 2269365 Freight 14.70 10/25/2022 609-49750-433300 2269366 Freight 29.40 10/25/2022 609-49750-433300 2269366 Resale - Wine 1,207.28 10/25/2022 609-49750-425300 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 5089242 Resale - Liquor 899.90 10/25/2022 609-49750-425100 5089242 Delivery 2.80 10/25/2022 609-49750-433300 Check Total: 6,093.32 Vendor: 5989 SP3,LLC Check Sequence: 78 ACH Enabled: True W-164819 Resale - Beer 376.17 10/25/2022 609-49750-425200 Check Total: 376.17 Vendor: 1509 STRUCTURAL GLASS PRODUCTS INC Check Sequence: 79 ACH Enabled: False 2236-1711 Install Threshold & Sweep at Upper Level Door 825.00 10/25/2022 701-00000-440100 Check Total: 825.00 Vendor: 1518 TDS TELECOM Check Sequence: 80 ACH Enabled: True 763-271-3257 TDS 100.84 10/25/2022 702-00000-432100 763-295-0078 TDS - Fire 229.56 10/25/2022 702-00000-432100 763-295-0338 TDS 66.44 10/25/2022 702-00000-432100 763-295-2005 TDS 20.15 10/25/2022 702-00000-432100 763-295-3714 TDS- Reservoir 343.43 10/25/2022 702-00000-432100 Check Total: 760.42 Vendor: 4459 JAMES THARES Check Sequence: 81 ACH Enabled: True 10/17/2022 Mileage Reimbursement (16 miles) 10.00 10/25/2022 213-46301-433100 Check Total: 10.00 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 82 ACH Enabled: True 71804313 Drill Bits (5), Wire Terminals (25), LED Case Fi 256.19 10/25/2022 101-43127-421990 Check Total: 256.19 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 83 ACH Enabled: False 1120884 Resale- Liquor 429.00 10/25/2022 609-49750-425100 Check Total: 429.00 Vendor: 1537 UHL COMPANY INC Check Sequence: 84 ACH Enabled: True 43292 Install & Program Midzone Card AHU#9 1,748.50 10/25/2022 701-00000-440100 Check Total: 1,748.50 Vendor: 1544 US POSTAL SERVICE Check Sequence: 85 ACH Enabled: False AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 10/7/2022 PI 42 - UB Oct Billing (3710 pc) (1/2) 914.52 10/25/2022 601-49440-432200 10/7/2022 PI 42 - UB Oct B111ing (3710 pc) (1/2) 914.51 10/25/2022 602-49490-432200 Check Total: 1,829.03 Vendor: 5825 JILL VETSCH Check Sequence: 86 ACH Enabled: False 10/19/2022 Full Room Drape for Wedding - Lenneman 400.00 10/25/2022 226-45123-431990 10/7/2022 Full Room Drape for Wedding - Tillbury 400.00 10/25/2022 226-45123-431990 Check Total: 800.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 87 ACH Enabled: True 3018828 Resale - Pop 1,058.05 10/25/2022 609-49750-425400 3018911 Resale - Pop 115.65 10/25/2022 609-49750-425400 Check Total: 1,173.70 Vendor: 1684 VINOCOPIA Check Sequence: 88 ACH Enabled: True 307032 -CM Broken Pickle Bottle on Delivery -31.00 10/25/2022 609-49750-425500 314154 Resale - Wine 854.00 10/25/2022 609-49750-425300 314231 Resale - Wine 734.85 10/25/2022 609-49750-425300 314231 Resale - Liquor 150.00 10/25/2022 609-49750-425100 314231 Resale - Mix 120.00 10/25/2022 609-49750-425400 314231 Freight 22.50 10/25/2022 609-49750-433300 314685 Resale - Liquor 82.50 10/25/2022 609-49750-425100 314685 Resale - Wine 360.00 10/25/2022 609-49750-425300 314685 Resale - Mix 48.00 10/25/2022 609-49750-425400 314685 Freight 12.00 10/25/2022 609-49750-433300 314810 Resale - Liquor 402.75 10/25/2022 609-49750-425100 Check Total: 2,755.60 Vendor: 5295 WATKINS VETERINARY CLINIC PA Check Sequence: 89 ACH Enabled: False 45325 Euthenasia w/Mass Cremation (1) 206.00 10/25/2022 101-42700-431990 Check Total: 206.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 90 ACH Enabled: True 10828 Labor - Install 4 Plex Receptacle in Closet 420.00 10/25/2022 701-00000-440100 10828 Parts - Conduit, Connectors, Couplings, Wire, M 118.59 10/25/2022 701-00000-440100 10831 Labor - Install Conncector 85.00 10/25/2022 701-00000-440100 10831 Parts - 3/4" Romex Conncector 0.75 10/25/2022 701-00000-440100 Check Total: 624.34 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1572 THE WINE COMPANY Check Sequence: 91 ACH Enabled: True 213967 CM Credit - Wine -24.00 10/25/2022 609-49750-425300 215689 CM Credit - Wine - Fall Reveal Discount -169.80 10/25/2022 609-49750-425300 217655 Resale- Wine 1,570.00 10/25/2022 609-49750-425300 217655 Resale- Liquor 58.00 10/25/2022 609-49750-425100 217655 Freight 52.90 10/25/2022 609-49750-433300 Check Total: 1,487.10 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 92 ACH Enabled: False 7398131 Resale- Wine 777.55 10/25/2022 609-49750-425300 7398818 Resale - Wine 1,556.85 10/25/2022 609-49750-425300 Check Total: 2,334.40 Vendor: 1206 WINEBOW INC. Check Sequence: 93 ACH Enabled: True NIN00120129 Resale - Wine 660.24 10/25/2022 609-49750-425300 NIN00120129 Freight 9.00 10/25/2022 609-49750-433300 Check Total: 669.24 Vendor: 5027 ERICA WITZMANN Check Sequence: 94 ACH Enabled: False 10/4/2022 Grant - Parker McDonald Ellison Park Install Ph 500.00 10/25/2022 101-45204-431990 10/4/2022 Photos for Promotional Use, Website, Misc Task 190.00 10/25/2022 101-45204-431990 Check Total: 690.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 95 ACH Enabled: True 10/11/2022 Court Fines & Fees - Sept 2022 2,682.88 10/25/2022 101-42100-430410 Check Total: 2,682.88 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 96 ACH Enabled: False 202200000007 202228 - CUP # T36357 46.00 10/25/2022 101-41910-443990 202200000065 202211 - Rezoning Proceedings A# 1516564 46.00 10/25/2022 101-41910-443990 202200000065 202210 - Plats A# 1517073 56.00 10/25/2022 101-41910-443990 Check Total: 148.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 97 ACH Enabled: True R014511-000 26 Downtown Redev - Aug 2022 669.50 10/25/2022 213-46301-431990 R017879-000 8 202222 - Haven Ridge 2nd Final Plat Review - 7 990.25 10/25/2022 101-00000-220110 R017894-000 7 2021 10 - Chelsea Commons Townhome PUD P: 1,647.00 10/25/2022 101-41910-443990 R018674-000 8 County Ditch 33 Feasibility Study - Aug 2022 545.00 10/25/2022 101-43115-431990 AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference R019102-000 9 21C008 - Otter Creek & Karlsburger Pond & Str 1,977.50 10/25/2022 652-49880-430300 R019376-000 10 21CO07 - The Pointes at Cedar - Aug 2022 22,963.50 10/25/2022 400-43300-453010 R019573-000 9 22CO03 - School Blvd SRTS - Aug 2022 3,151.00 10/25/2022 400-43300-459024 R019581-000 6 2022 Maps -Aug 2022 711.00 10/25/2022 101-41910-431990 R019582-000 6 2022 GIS Support Services - Aug 2022 486.00 10/25/2022 702-00000-431990 R019645-000 7 2022 WCA Services - Aug 2022 89.75 10/25/2022 101-43115-430300 R019675-000 8 2022 Economic Development Services - Aug 20: 1,567.50 10/25/2022 213-46301-431993 R020078-000 6 22DO01 - Featherstone 6th Development- Aug 21 201.50 10/25/2022 101-00000-220110 R020357-000 5 22CO04 - Block 52 Structural Assessment Phase 2,141.00 10/25/2022 213-46301-431990 R020997-000 2 SWPPP Update - Aug 2022 1,456.25 10/25/2022 101-43115-431990 R021006-000 1 Suburban Mfg Expansion - Aug 2022 3,023.75 10/25/2022 213-46301-431990 R021082-000 1 22CO08 - CWF Grant CD33- Aug 2022 2,632.50 10/25/2022 400-43300-459027 R021243-000 1 22CO07 - Pinewood Elementary SRTS - Aug 20: 1,431.00 10/25/2022 400-43300-459026 Check Total: 45,684.00 Vendor: 1589 ZIEGLER CAT Check Sequence: 98 000720068 #107 - Bolts (36), Seal, Oil 932.08 10/25/2022 101-43120-422100 000721518 #107 - Plugs (3), Seal O Rings (3) 97.70 10/25/2022 101-43120-422100 000721796 Pan As Oil (2) 1,553.78 10/25/2022 101-43120-422100 CM000100136 Credit Pan As Oil (1) -776.89 10/25/2022 101-43120-422100 Check Total: 1,806.67 Total for Check Run: 487,464.75 Total of Number of Checks: 98 The preceding list of bills payable was reviewed and approved for payment. Date: 10/24/22 Approved by: Mayor Lloyd Hilgart ACH Enabled: False AP -Computer Check Proof List by Vendor (10/20/2022 - 7:42 AM) Page 16 City Council Agenda: 10/24/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑x Consent Agenda Item Human Resources Manager 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTE 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 Grace Vetsch Slide Attendant MCC 9/29/2022 *Jaclyn Super DMV Clerk DMV 10/10/2022 **Danielle Scadden Water and Sewer Collection Operator Water 10/31/2022 TERMINATING EMPLOYEES Name Reason Alexis Hanson Voluntary Tiffany Hilligoss Voluntary * Promotion to FT **Promotion from Seasonal to reguar FT New Hire and Terms City Council 2022: 10/5/2022 Class PT FT FT Department Effective Date Class MCC 8/18/22 PT MCC 9/22/22 PT City Council Agenda: 10/24/2022 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 10/24/2022 2D. Consideration of adopting Resolution 2022-112 accepting donations from various businesses for radio ads (value of $4,180) for Monticello Let's Chalk event and a donation from WSB of $61.25 for ticket for Community Development Director to attend MN Chamber Women in Business event Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-112 accepting the donations of $4,180 for Let's Chalk radio ads and $61.25 for MN Chamber Women in Business event ticket. REFERENCE AND BACKGROUND The City Council is asked to accept the following donations (value of radio ads) for the Monticello Let's Chalk event on October 22 & 23, 2022: • West Metro $2,500 • Loch Jewelers $315 • Cornerstone Cafe $525 • MN Home Buyer's $525 • Dahlheimer Beverage Inc. $315 Additionally, WSB donated $61.25 for a ticket to the MN Chamber Women event on December 7, 2022. The Community Development Director is attending the event. 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: The donations will be used as noted. II. Staff Workload Impact: N/A. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-112 accepting the donations. SUPPORTING DATA • Resolution 2022-112 CITY OF MONTICELLO RESOLUTION NO. 2022-112 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 Cornerstone Cafe Radio Ads/Monticello $315 Let's Chalk Dahlheimer Beverage Inc. Radio Ads/Monticello $315 Let's Chalk Loch Jewelers Radio Ads/Monticello $525 Let's Chalk MN Home Buyer's Radio Ads/Monticello $525 Let's Chalk West Metro Radio Ads/Monticello $2,500 Let's Chalk WSB Ticket/MN Chamber $61.25 Women in Business Event for Community Development Director 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 24th day of October, 2022. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 10/24/2022 2E. Consideration of adopting Resolution 2022-113 declaring a vacancy on the City Council Prepared by: Meeting Date: ® Consent Agenda Item City Administrator 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A ACTION REQUESTED Motion to adopt Resolution 2022-113 declaring a vacancy on the City Council. REFERENCE AND BACKGROUND On October 10, 2022 Jim Davidson resigned from the City Council because he was about to move out of Monticello and would no longer meet the residency requirement. His Council seat must now be officially declared vacant. The vacancy should be filled as soon as possible. A special election is not required, and the City Council can appoint someone to serve the remainder of the term expiring on December 31, 2024. The person appointed must be a U.S. citizen, a resident of the city, a qualified City voter, and at least 21 years old. Given the impending General Election, staff recommends waiting to determine the appropriate process and timeline until after the election on November 8. I. Budget Impact: N/A II. Staff Workload Impact: Minimal — the city administrator and city clerk will continue to assist the City Council as direction is provided. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-113 declaring the vacancy. Staff also recommends refraining from filling the vacancy until after the General Election on November 8, 2022. SUPPORTING DATA • Resolution 2022-113 CITY OF MONTICELLO RESOLUTION NO. 2022-113 RESOLUTION DECLARING A CITY COUNCIL VACANCY WHEREAS, Jim Davidson was elected to the office of City Council for the City of Monticello on November 3, 2020; and WHEREAS, said office has a four-year term that began January 11, 2021 and runs through December 31, 2024; WHEREAS, Jim Davidson announced on October 10, 2022, that he was moving out of city limits and therefore vacating his City Council seat. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota that effective October 24, 2022 the City Council declares a vacancy to exist in the office of the City Council. Adopted by the Monticello City Council this 24th day of October, 2022. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 10/24/2022 2F. Consideration of calling for a special meeting on Thursday, December 29, 2022 at 7:30 a.m. for approval of bills. Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to call for a special meeting on Thursday, December 29, 2022 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 at the end 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 Thursday, December 29, 2022 at 7:30 a.m. for approval of bills. SUPPORTING DATA A. None City Council Agenda: 10/24/2022 2G. Consideration of approving an application for a temporary gambling permit for a raffle to be conducted by the Sand Dunes Gobblers - NWTF on March 4. 2023 at River ON Extreme, 3875 School Blvd. Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the temporary gambling permit for the Sand Dunes Gobblers - NWTF 39 for an event on March 4, 2023, being held at River City Extreme, 3875 School Boulevard. REFERENCE AND BACKGROUND The Sand Dune Gobbers - NWTF applied for a temporary charitable gambling permit for a raffle to be held on March 4, 2023. The event is being held at River City Extreme, 3875 School Blvd. To receive a permit from the State, the City must approve the application. STAFF RECOMMENDED ACTION City staff recommends approval of the temporary gambling permit. SUPPORTING DATA • Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 4/22 Page 1 of 4 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Previous Gambling Name: Sand Dunes Gobblers - NWTF Permit Number: X- 31175 Minnesota Tax ID Federal Employer ID Number, if any: 58-2492831 Number (FEIN), if any: Mailing Address: 8984 185th AVE SE City: BECKER State: MN Zip: 55308 County: SHERBURNE Name of Chief Executive Officer (CEO): Nancy McLaughlin CEO Daytime Phone: 763-370-1053 CEO Email: nancyamcl@aol.com (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): NONPROFIT STATUS Type of Nonprofit Organization (check one): Fraternal Religious Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 F, I IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. F-1 IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): River City Extreme Physical Address (do not use P.O. box): 3875 School Blvd Check one: City: Monticello Zip: 55362 County: Wright FITownship: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): March 4 2023 Check each type of gambling activity that your organization will conduct: = Bingo = Paddlewheels = Pull -Tabs = Tipboards Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.govjgcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 4/22 Page 2of4 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township The application is acknowledged with no waiting period. F—The application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting F-1 The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. F-1 The application is denied. ❑The application is denied. Print City Name: Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: information, the Board may not be able to TOWNSHIP (if required by the county) which law or legal order authorizes a new use or On behalf of the township, I acknowledge that the organization address which will remain public. Private data is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or as a consequence, may refuse to issue a permit. The city or county must sign before given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires deny an application, per Minn. Statutes, section 349.213.) access to the information; Minnesota's Depart - submitting application to the This form will be made available in alternative format (i.e. large print, braille) upon request. Gambling Control Board. Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned toth within 30 ays of he ev date Zoard Chief Executive Officer's Signature: Date: bCv• j 2 ( n e must CE 's igna e, cresignee y not sign) Print Name: Nancy McLaughlin REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. application fee (non-refundable). If the application is Only one application is required if one or more raffle drawings are postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The information requested application. Your organization's name and ment of Public Safety; Attorney General; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart - This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer City Council Agenda: 10/24/2022 2H. Consideration of adopting Resolution 2022-114 approving Minnesota Investment Fund MIF) Loan Agreement with Willi Hahn Corporation dba Wiha Tools in the amount of $220,000 Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2022-114 approving a Minnesota Investment Fund (MIF) Loan Agreement with Willi Hahn Corporation, dba Wiha Tools, in the amount of $220,000. PREVIOUS COUNCIL ACTION September 12, 2022: The City Council approved the Minnesota Investment Fund (MIF) Grant Agreement outlining the terms of the MN -DEED funding award provided in support of Wiha Tools' warehouse -assembly facility development proposal. REFERENCE AND BACKGROUND A MIF Grant was recently awarded to the City of Monticello by the Minnesota Department of Employment and Economic Development (MN -DEED). The awarded grant is for economic development financial assistance supporting the Wiha Tools' 73,400 square foot warehouse - assembly facility development project. While the funding to the City is in the form of a grant, the format of the $220,000 of assistance that will be provided to Wiha Tools is as a forgivable loan (see section 2.3. Loan Terms). In exchange for the funding assistance, Wiha Tools will be required to create 41 new full time equivalent (FTE) jobs within two years of the development's completion. Wiha Tools will use the funding to purchase new equipment for the facility. The loan funding will be fully secured with a UCC purchase money, security lien filing against the specific equipment that is purchased by Wiha Tools. Wiha Tools will report annually on its performance in creating the 41 new FTE jobs as noted below: • 22 new FTE jobs at wage rates of at least $14.00 per hour • 12 new FTE jobs at wage rates of at least $17.00 per hour • 7 new FTE jobs at wage rates of at least $25.00 per hour City Council Agenda: 10/24/2022 A failure by Wiha Tools to create all the new jobs is an event of default under the terms of the Loan Agreement and will require pro -rata payback of the loan dollars as indicated in Section 8.2, "Default on Business Subsidy Act Requirements." While the $220,000 of MIF funding from the State is a relatively minor component of the total project funding, Wiha Tools previously informed City staff that the various sources of assistance are all equally important and critical in allowing the development proposal to move forward. The MIF component is approximately 1.70 percent of the total dollars of the overall development project financing package. Additional loan terms require Wiha Tools to provide equity funding in an amount not less than $10,898,000 (Section 2.2 (a)) toward the project. The JCF Grant is an additional source of funding for the proposal in which the State and Wiha Tools enter into a Grant Agreement (See Sources and Uses of Funds below). The JCF program is intended to be used for capital expenditures through a pay for performance format. Therefore, Wiha Tools will have to source additional dollars internally and await the grant fund disbursements upon completion of the project and compliance reporting. The total sources and uses financing package are shown below. Wiha Tools Development Project Funding Sources and Uses Sources of Funds Owner Equity Cash $ 5,898,000 Internal Corporate Loan $ 5,000,000 Tax Increment Financing $ 1,151,000 JCF — MN -DEED (PFP Grant) $ 660,000 MIF — MN -DEED (FL) $ 220,000 Total $12,929,000 Uses of Funds Land Purchase $ 799,000 Site Prep -Improvement $ 1,201,000 New Construction $ 8,929,000 Machinery & Equipment $ 2,000,000 Total $12,929,000 The MIF Loan Agreement was prepared by MN -DEED staff. The EDA attorney the reviewed the document and recommended several changes. Those recommendations were in turn submitted to MN -DEED. The revised document incorporating some of the changes was returned to City. The next step is City Council consideration of the Loan Agreement. I. Budget Impact: The budget impact from considering the MIF Loan Agreement supporting Wiha Tools' proposed expansion project is relatively modest. The incurred legal costs will be covered through the developer funded TIF Escrow account. II. Staff Workload Impact: The staff workload related to processing the approval of the MIF Loan Agreement is minimal. The EDA attorney, Economic Development Manager, Community Economic Development Coordinator and Community Development Director have time allocated to the approval process. III. Comprehensive Plan Impact: Continuing to support Monticello industrial firms who meet the City's goals for employment and tax base is consistent with the Monticello City Council Agenda: 10/24/2022 2040 Value Statement of "A diversified and strong local economy competitive at regional, state and national levels." The Monticello 2040 + Plan's Economic Development Chapter includes numerous statements aligning with this proposed expansion, including those for business retention, reinvestment, tax base expansion and workforce development. STAFF RECOMMENDED ACTION Staff recommends approving the MIF Loan Agreement with Wiha Tools outlining the terms of a forgivable loan in the amount of $220,000. The MIF funding is a key part of the entire financing package for Wiha Tools' expansion project. In exchange for the funding, Wiha Tools is required to complete development of the 73,400 square foot warehouse facility and create 41 new FTE jobs in specific wage groupings (overall average of $16.76 per hour) within two years of the issuance of a Certificate of Occupancy (C.O.) of the new building (Benefit date = 12/01/2023). Wiha Tools will also need to operate the new facility and maintain the larger employment levels (estimated at about 110 total FTE) for at least five years from the date of issuance of the C.O. SUPPORTING DATA A. Resolution No. 2022-114 B. MIF Loan Agreement CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2022-114 RESOLUTION APPROVING THE LOAN OF A MINNESOTA INVESTMENT FUND GRANT TO WILLI HAHN CORPORATION AND THE EXECUTION OF RELATED DOCUMENTS WHEREAS, Willi Hahn Corporation, a Minnesota corporation, or an affiliate thereof or an entity related thereto (the "Borrower"), plans to construct an approximately 156,800 square foot building to provide a facility for manufacturing (the "Facility') on certain property in the City of Monticello, Minnesota (the "City"); and WHEREAS, the Borrower has requested financial assistance to help purchase machinery and equipment needed for the construction of an expansion of the Facility (the "Project"); and WHEREAS, the City submitted application for a grant from the Minnesota Investment Fund Program administered by the Minnesota Department of Employment and Economic Development ("DEED"); and WHEREAS, on September 12, 2022, the City Council of the City (the "City Council") approved the execution of a Grant Agreement with DEED (the "Grant Agreement") to obtain grant funds in the amount of $220,000 and loan such grant funds to the Borrower for the Project; and WHEREAS, there has been presented before the City Council a Loan Agreement — Minnesota Investment Fund (the "Loan Agreement"), proposed to be entered into between the City and the Borrower, providing for the loan of the grant funds in the amount of $220,000 to the Borrower (the "Loan"), which constitutes a "business subsidy" exceeding $150,000 within the meaning of Minnesota Statutes, Section 116J.993 to 116J.995, as amended (the "Business Subsidy Act"); and WHEREAS, a "business subsidy agreement" as required under the Business Subsidy Act is included as one section of the Loan Agreement, and on June 27, 2022, the City conducted a duly noticed public hearing regarding the Loan and the business subsidy agreement; and WHEREAS, it is proposed that the Loan be considered forgivable provided that the Borrower complies with certain requirements of the business subsidy agreement contained in the Loan Agreement and the Grant Contract Agreement; and WHEREAS, in the event the Borrower does not meet the job and wage goals set forth in the Loan Agreement, the Borrower will execute and deliver to the City a Promissory Note (the "Note") providing a security interest in certain equipment for the benefit of the City, and such additional documents if required and deemed necessary by the City Administrator or the Minnesota Department of Employment and Economic Development to provide additional security for the Loan, including but not limited to, one or more guaranties, a security agreement or a mortgage (the "Additional Security Documents"). NOW, THEREFORE, BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota, that: 1. The Borrower has represented that with assistance it will locate the Project in the City and create new jobs in the City in connection therewith. The City hereby finds, determines and declares that the Project is in the public interest because it will encourage the growth of commerce and industry, further the objectives of the Project, will facilitate the expansion of a business in the City, prevent the movement of current or future operations to locations outside Minnesota, result in increased employment in Minnesota and the City, and preserve or enhance the state and local tax base. 2. The Loan Agreement, including the business subsidy agreement provided therein are hereby in all respects approved, in substantially the forms prepared by DEED, together with any related documents necessary in connection therewith, (collectively, the "Loan Documents") and the Mayor and City Administrator are hereby authorized and directed to execute the Loan Documents on behalf of the City and to carry out, on behalf of the City, the City's obligations thereunder. The Mayor and City Administrator are hereby authorized and directed to execute any such Additional Security Documents as may be deemed necessary and appropriate and approved by legal counsel to the City and by the City Administrator. 3. The approval hereby given to the Loan Documents and the Additional Security Documents includes approval of such additional details therein as may be necessary and appropriate and such modifications thereof, deletions therefrom and additions thereto as may be necessary and appropriate and approved by legal counsel to the City and by the Mayor and City Administrator prior to executing said documents; and said officers are hereby authorized to approve said changes on behalf of the City. The execution of any instrument by the Mayor and City Administrator shall be conclusive evidence of the approval of such document in accordance with the terms hereof. In the event of absence or disability of said officers, any of the documents authorized by this Resolution to be executed may be executed without further act or authorization of the Council by any duly designated acting official, or by such other officer or officers of the Council as, in the opinion of the City Attorney, may act in their behalf. 4 City staff and consultants are authorized to undertake all necessary steps to implement this resolution. Adopted by the City Council of the City of Monticello, Minnesota this 24th day of October, 2022. Mayor ATTEST: City Clerk MN190\173\825311.v2 2 LOAN AGREEMENT MINNESOTA INVESTMENT FUND THIS AGREEMENT (the "Loan Agreement") is made and entered into as of this day of , 2022 by and between the City of Monticello, 505 Walnut Street, Ste. 1, Monticello, MN 55362 (the "Lender") and Willi Hahn Corporation, 1348 Dundas Circle, Monticello, MN 55362 (the "Borrower"); Recitals 1. The Lender has applied to the Minnesota Department of Employment and Economic Development (DEED) for a Minnesota Investment Fund Grant (the "MIF Grant") pursuant to an application (the "Grant Application") and received approval for the MIF Grant; and 2. Grant Contract Agreement Number CDAP-22-0010-H-FY23 (the "Grant Contract Agreement") between the Minnesota Department of Employment and Economic Development (the "State") and the Lender has been executed and requires that the Borrower provide sufficient funds to complete financing and agree to loan terms with the Lender regarding the MIF Grant; and 3. The parties hereto agree to incorporate into this Loan Agreement by reference the Grant Application and Grant Contract Agreement; and 4. The work anticipated to be performed for the Borrower's Project is not geographically dependent. It therefore could have been located at any number of locations either within or outside of the State of Minnesota. The subsidy has been provided to enhance the financial attractiveness and financial feasibility of locating or retaining the Borrower's operations in the Jurisdiction, rather than at some other location. 5. Borrower and Lender wish to set forth the terms and conditions upon which Lender will make the Loan to Borrower and for the repayment thereof. NOW THEREFORE, it is agreed by and between the parties hereto as follows: ARTICLE 1 Definitions Section 1.1. Definitions. In this Loan Agreement, unless a different meaning clearly appears from the context: "Benefit Date" means December 01, 2023 as defined in the Grant Contract Agreement. This date is determined by information in the Grant Application regarding the date equipment financed through a Minnesota Investment Fund loan is expected to be fully operational or the date a building certificate of occupancy is expected to be issued for real property improvements financed through Rev. February 2022 a Minnesota Investment Fund. "Benefit" is defined as one or more of the following non -mandated compensation items paid by the Borrower on behalf of employees: health, dental, life and disability insurance, retirement program or profit-sharing. "City" means City of Monticello. "County" means Wright County. "Compliance Date" means December 01, 2025 the date that is two (2) years after the Benefit Date. "Development Property" means the real property described in Exhibit A attached. "Effective Date" means September 16, 2022 "Expiration Date" means three months after the Compliance Date as defined in the Grant Contract Agreement. "Equipment" means the machinery & equipment purchased by the Borrower with the Loan Proceeds and described in Exhibit B attached. "Full -Time Equivalent (FTE)" is one or more people working a sum of 2,080 hours in a calendar year, which includes paid time off. "Grant Contract Agreement" means Minnesota Department of Employment and Economic Development Grant Contract Agreement # CDAP-22-0010-H-FY23 and attached as Exhibit C. "Initial Disbursement Date" means the date of the first disbursement of any Loan Proceeds by the Lender to the Borrower. "Jurisdiction" means within the corporate boundaries of the Lender. "Loan" means the funds loaned by the Lender to the Borrower pursuant to this Loan Agreement. "Loan Documents" means this Loan Agreement, the Promissory Note, Security Agreement, and the Guaranty. "Loan Proceeds" means the proceeds of the Loan disbursed to the Borrower pursuant to this Loan Agreement. "MIF Program" means the Minnesota Investment Fund, Minn. Stat. § 116J.8731 and Minn. Rules Chapter 4300. Rev. February 2022 2 "MIF Grant" means the award of funds by the State to the Lender pursuant to the Grant Contract Agreement. "New Jobs" means the new permanent, Full -Time Equivalent, non -contract, non -seasonal jobs to be created by the Borrower. "Other Project Funds" means all funds required to complete the Project as defined in the Grant Application. "Project" means the expansion of its existing facility in Monticello, and installation of new machinery and equipment the facility. "Promissory Note" means a legal document that represents the Borrower's promise to repay the Loan per a given payment schedule, in substantially the form set forth by the State. "State" means the Minnesota Department of Employment and Economic Development. "Termination Date" means the date of the final payment made by the Borrower to the Lender under the terms of the Loan Agreement and Promissory Note (or the date that the Loan is forgiven by the State). ARTICLE 2 Loan, Use of Proceeds and Conditions of Repayment Section 2.1. MIF Loan/Funds. The Lender agrees on the terms and subject to the conditions hereinafter set forth, to make the loan to the Borrower in an aggregate principal amount not to exceed $220,000 for the purchase of the Equipment. The obligation of the Borrower to repay the Loan shall be evidenced by the Promissory Note. The Borrower's obligations under this Loan Agreement are expressly contingent on the Lender's receipt of the MIF Grant from the State in an amount adequate to make the Loan. Section 2.2. Non -MIF (Other) Project Funds. The Borrower has secured a commitment for the private financing necessary to complete the Project, in a form and under conditions satisfactory to the Bank, Borrower and Lender. (a) The Borrower shall commit not less than $10,898,000 of equity for the completion of the Project. (b) Other Project Funds described in the Grant Application must be used at the same amount, for the same purposes and under the same terms, rates and conditions as specified unless written consent is received from the State prior to expenditure. Section 2.3. Loan Terms. FORGIVABLE LOAN: The Loan shall be forgiven by the Lender and the Rev. February 2022 3 State upon satisfaction by the Borrower of the terms of this Loan Agreement. In the event the Loan is not forgiven, the Loan shall be repayable as set forth in Section 8.2 of this Loan Agreement. The Loan terms may not be modified without prior written approval from the State. Section 2.4. Early Repayment. The Promissory Note may be prepaid in whole or in part at any time without penalty. A prepayment shall first be applied against any accrued interest, and then against any outstanding and past due payments which are due and owing hereunder or under the Loan Agreement, and then the remaining portion of such prepayment shall be applied against the remaining outstanding and unpaid principal balance. Section 2.5. Maintenance and Operation of the Project. As long as any portion of the Loan is still outstanding, Borrower shall maintain and operate the Project and use the Loan Proceeds in compliance with the terms of MIF, this Loan Agreement, and all applicable federal, state and local laws, regulations and ordinances, including but not limited to all environmental laws and regulations. Article 3 Conditions of Lending Section 3.1. Condition Precedent to Any Advance. The obligation of the Lender to close the Loan and disburse the Loan Proceeds thereof to Borrower shall, subject to waiver by the State, be subject to the condition precedent that the Lender shall have received on or before the date of such closing the Promissory Note duly executed by the Borrower. The Borrower shall provide identifying information for the equipment prior to disbursement of the Loan Proceeds in accordance with Section 9.3 hereof. Section 3.2. Further Conditions Precedent to Disbursement. The obligation of the Lender to disburse the Loan Proceeds shall also be subject to the following conditions precedent: (a) The Loan which is being made to the Borrower shall be consistent with the provisions of the MIF program. (b) No Event of Default hereunder or event which would constitute such an Event of Default but for the requirement that notice be given or that a period of grace or time elapse, shall have occurred and be continuing. Section 3.3. Disbursement and Deposit of Loan Proceeds. Upon the execution of this Loan Agreement and the satisfaction of all of the conditions specified in Article 6, the Lender shall disburse the full Loan Proceeds to the Borrower. Section 3.4. Termination. This Loan Agreement shall automatically terminate without any notice to Borrower: (a) If no Loan Proceeds have been disbursed to the Borrower prior to the Expiration Rev. February 2022 4 Date; or (b) If the Borrower fails to pay its debts as they become due, makes an assignment for the benefit of its creditors, admits in writing its inability to pay its debts as they become due, files a petition under any chapter of the Federal Bankruptcy Code or any similar law, state or federal, now or hereafter existing, becomes "insolvent" as that term is generally defined under the Federal Bankruptcy Code, files an answer admitting insolvency or inability to pay its debts as they become due in any involuntary bankruptcy case commenced against it, or fails to obtain a dismissal of such case within sixty (60) days after its commencement or convert the case from one chapter of the Federal Bankruptcy Code to another chapter, or is the subject of an order for relief in such bankruptcy case, or is adjudged a bankrupt or insolvent, or has a custodian, trustee, or receiver appointed for it, or has any court take jurisdiction of its property, or any part thereof, in any proceeding for the purpose of reorganization, arrangement, dissolution, or liquidation, and such custodian, trustee, or receiver is not discharged, or such jurisdiction is not relinquished, vacated, or stayed within sixty (60) days of the appointment. ARTICLE 4 Acknowledgments, Incorporation, Representations, and Warranties Section 4.1. Acknowledgments/Incorporation. (a) The Borrower acknowledges that the Lender, in order to obtain funds for part of the Borrower's activities in connection with the Project, has applied for the MIF Grant to the State under the Minnesota Investment Fund Program, Economic Development Division, and that the Lender has entered into the Grant Contract Agreement with the State attached as Exhibit C, setting forth the terms, conditions, and requirements of the MIF Grant. The Borrower further acknowledges that it has made certain representations and statements in the Grant Application concerning its activities relating to the Project, and that the Borrower is designated and identified under the Grant Contract Agreement. (b) Under the Grant Contract Agreement, the Lender has undertaken certain obligations with respect to, and among other things, repayment to the State of the Loan Proceeds in the event certain conditions are not met. A copy of the Grant Contract Agreement and this Loan Agreement shall be on file in the offices of the Lender. In the event any provision of this Loan Agreement relating to the Borrower's obligations hereunder is inconsistent with the provisions of the Grant Contract Agreement relating to the Borrower's activities thereunder, the provisions of the Grant Contract Agreement shall prevail. (c) The Borrower acknowledges that nothing contained in the Grant Contract Agreement or this Loan Agreement, nor any act of the State or the Lender, shall be deemed or construed to create between the State and the Borrower (or, except as Borrower and Lender between the Lender and the Borrower) any relationship, including but not limited to that of third party beneficiary, principal and agent, limited or general partnership, or joint venture. As such, the Borrower agrees to hold the State harmless from any claim, demand, suit, action, or other Rev. February 2022 5 proceeding whatsoever by any person or entity whatsoever arising or purportedly arising from this Loan Agreement, any events related to the Project or the Borrower's participation in this Loan, or Borrower's activities on the Development Property. Section 4.2. Representations and Warranties. The Borrower warrants and represents, in connection with the Loan and for the benefit of the State and the Lender, that: (a) It is a Minnesota Corporation, registered and in good standing under the laws of the State of Minnesota, and is authorized to enter into this Loan Agreement and perform any of the acts required herein. (b) It has the legal authority and is duly authorized to operate the Project, to incur the indebtedness of the Promissory Note and to perform its obligations under this Loan Agreement, to execute and deliver the Loan Documents to which it is a party and it has taken all actions necessary and incident to its execution and delivery of the Loan Documents. (c) Its execution and delivery of the Loan Documents to which it is a party, and its incurrence of the Loan does not violate any provision of law or Borrower's corporate documents. (d) The Promissory Note will be duly and validly authorized, executed and delivered prior to initial disbursement, and it constitutes the legal, valid and binding obligation of the Borrower enforceable in accordance with its terms. The Loan Documents to which it is a party, will be duly and validly authorized, executed and delivered, and are the legal, valid, and binding obligations of the Borrower enforceable against the Borrower in accordance with their respective terms, except to the extent the enforceability thereof may be limited by bankruptcy, insolvency or other law affecting creditor's rights, or the application of equitable principles generally. (e) It is not in violation of any provisions of its organizational documents or of the laws of local governments, State of Minnesota or U.S. Government, and there are no actions, suits or proceedings pending, or to its knowledge threatened, before or by any judicial body or governmental authority, against or effecting it, and it is not in default with respect to any order, writ, injunction, decree, or demand of any court or any governmental authority which would impair its ability to enter into this Loan Agreement or to perform any of the acts required of it in the Loan Documents to which it is a party. (f) Neither the execution and delivery of the Loan Documents to which it is a party, nor compliance with any of the terms, conditions, requirements or provisions contained herein or in such referenced documents, is prevented by, is a breach of, or will result in a breach of any term, condition or provision of any agreement or document to which it is now a party or by which it is bound. (g) It will maintain adequate capital for the proper operation and administration of its duties under this Loan Agreement. Rev. February 2022 (h) It will comply with Minn. Stat. § 1161.8731 and Minn. Rules Chapter 4300 and all of the terms, conditions, provisions and requirements, contained in the Loan Documents to which it is a party. (i) Representations, statements, and other matters provided by the Borrower relating to those activities of the Project to be completed by the Borrower, which were contained in the Grant Application, were true and complete in all material respects as of the date of submission to the Lender and such representations, statements, and other matters are true as of the date of this Loan Agreement and there are no adverse material changes in the financial condition of the Borrower's business. (j) The Borrower acknowledges that the State, in selecting the Lender as recipient of the Grant, relied in material part upon the assured completion of the Project to be carried out by the Borrower, and the Borrower warrants that said Project will be carried out as promised. (k) The Borrower warrants that to the best of its knowledge, it has obtained all federal, state, and local governmental approvals, reviews, and permits required by law to be obtained in connection with the Project and has undertaken and completed all actions necessary for it to lawfully execute this Loan Agreement as binding upon it. (1) The Borrower warrants that it shall keep and maintain books, records, and other documents relating directly to the Other Project Funds, and that any duly authorized representative of the State shall, at all reasonable times, have access to and the right to inspect, copy, audit, and examine all such books, records, and other documents of the Borrower for six (6) years after the termination of the Loan Agreement or until such time that the Lender and the State have both determined that all issues, requirements, and close-out procedures relating to or arising out of the Loan have been settled and completed, whichever is later. (m) The Borrower warrants that no transfer of any or all of the Loan Proceeds by the Lender to the Borrower shall be or be deemed an assignment of Loan Proceeds, and the Borrower shall neither succeed to any rights, benefits, or advantages of the Lender under the Grant Contract Agreement, nor attain any right, privileges, authorities, or interest in or under the Grant Contract Agreement. Section 4.3. Affirmative Covenants. Borrower further warrants and agrees that: (a) It has sufficient funds to complete the purposes of the Project and sufficient capacity to administer the Project. (b) The Project will be performed in full compliance with all applicable federal, state and local laws, regulations, rules and ordinances, which include but are not limited to all applicable environmental laws, regulations and rules. (c) Borrower agrees to submit reports required in Article 7 and Article 8. Rev. February 2022 7 ARTICLE 5 Events of Default and Rights and Remedies Section 5.1. Events of Default. Any one or more of the following events shall be deemed and shall constitute an "Event of Default": (a) The interest or principal due under the Promissory Note, or any other payments due and payable under this Loan Agreement or any other document referred to herein, are not paid when due and such nonpayment is not remedied within ten (10) business days after written notice thereof to the Borrower by the Lender; (b) The Borrower is in breach of any of the requirements, terms, conditions, covenants or other agreements in the Loan Documents and remains in breach in any material respect for thirty (30) business days after written notice thereof to the Borrower by the Lender; provided, however, that if such breach shall reasonably be incapable of being cured within such thirty (30) business days after notice, and if the Borrower commences and diligently prosecutes the appropriate steps to cure such breach, no default shall exist so long as the Borrower is proceeding to cure such breach in a reasonable period of time; (c) Any representation or warranty made by the Borrower in the Loan Documents, any other document referred to in such documents, or any financial statement, certificate, or report furnished pursuant to this Loan Agreement, or any representation or warranty made order to induce the Lender to close the Loan or disburse the Loan Proceeds, which proves to have been untrue in any material respect or materially misleading as of the time such representation or warranty was made; (d) Borrower shall make an assignment for the benefit of its creditors, or shall be dissolved, or shall commit an act of bankruptcy under the United States Bankruptcy Act (as now or hereafter amended), or shall admit in writing its inability to pay its debts as they become due, or shall file a petition in bankruptcy, or shall become or be adjudicated as bankrupt or insolvent, however defined, or shall file a petition seeking any reorganization, dissolution, liquidation, arrangement, composition, readjustment or similar relief under any present or future bankruptcy or insolvency statute, law or regulation, or shall file an answer admitting to or not contesting the material allegations of a petition filed against it in such proceedings, or shall not, within 60 days after the filing of such a petition against it, have the same dismissed or vacated, or shall seek or consent to or acquiesce in the appointment of any trustee, receiver or liquidator of a material part of its properties, or shall not, within 60 days after the appointment (without its consent or acquiescence) of a trustee, receiver or liquidator of any material part of its properties, have such appointment vacated; (e) A court of competent jurisdiction shall enter an order, judgment or decree approving a petition filed against Borrower seeking any reorganization, dissolution or similar relief under any present or future federal, state or other statute, law or regulation relating to Rev. February 2022 8 bankruptcy, insolvency or other relief for debtors, or any trustee, receiver or liquidator of such entity, shall be appointed without the consent or acquiescence of State; (f) Borrower shall refuse to allow the State, at any reasonable time and upon prior written notice, to inspect, audit, copy or abstract, any and all of its books, records, papers or other documents relevant to the Borrower's use of the Loan Proceeds; (g) Borrower shall refuse to allow the Minnesota Legislative Auditor or the State Auditor for the State of Minnesota, at any reasonable time and upon prior written notice, to inspect, audit, copy or abstract, any and all books referred to in Section 5.1(f); (h) Borrower shall fail to provide annual reporting information as described herein. (i) The Borrower sells, conveys, transfers, encumbers, or otherwise disposes of all or any part of the Development Property or the Equipment without the prior written approval of the State and Lender; (j) The Borrower merges or consolidates with an entity that is not an affiliate of the Borrower wherein the Borrower or such affiliate are not the surviving entity after such merger or consolidation without the prior written consent of the Lender; (k) There is a loss, theft, substantial damage, or destruction of all or any part of the Development Property or the Equipment that is not remedied to the Lender's satisfaction within sixty (60) business days after written notice thereof by the Lender to the Borrower; or (1) The Borrower is in breach of the requirements of Article 7 and Article 8, the Business Subsidy Agreement and Progress Reporting. (m) The occurrence of any other act or event that is noncompliant under the MIF Program. Section 5.2. Rights and Remedies. Upon the occurrence of an Event of Default and at any time thereafter until such Event of Default is cured to the satisfaction of the Lender, the Lender may, at its option, exercise any and all of the following rights and remedies (as well as any other rights and remedies available to it): (a) The Lender may, by notice in writing to the Borrower, refrain from disbursing any of the Loan Proceeds; provided, however, the Lender may make such disbursements after the occurrence of an Event of Default without thereby waiving its rights and remedies hereunder or waiving its right to make any additional disbursements. (b) The Lender may, by written notice to the Borrower, declare immediately due and payable all principal and interest due under the Promissory Note, together with all other sums Rev. February 2022 9 payable under the Loan Documents and the same shall thereupon be immediately due and payable without presentment or other demand, protest, notice of dishonor or any other notice of any kind, all of which are hereby expressly waived. (c) The Lender shall have the right, in addition to any other rights provided by law or equity, to enforce its rights and remedies under the Loan Documents. (d) The Lender shall have the right, in addition to any other rights provided by law or equity, to initiate litigation for the breach of any term, condition, covenant, requirement or provision contained in the Loan Documents, and to recover damages for such breach. (e) The Lender shall have the right, in addition to any other rights provided by law or equity, to apply to any court, state or federal, for specific performance of any term, condition, covenant, requirement or provision contained in the Loan Documents; for an injunction against any violation of any such term, condition, covenant, requirement and/or provision; or for such other relief as may be appropriate, since the injury to the Lender arising from a default under any of the terms, conditions, covenants requirements and/or provisions of the Loan Documents, would be irreparable and the amount of damage would be difficult to ascertain. Section 5.3. Rights and Remedies Cumulative. The rights and remedies of the parties to this Loan Agreement, whether provided by operation of law or by this Loan Agreement, shall be cumulative, and the exercise by either party of any one or more of such remedies shall not be construed to preclude or waive its right to exercise, at the same or different times, any of the other such remedies for the same default or breach, or of any of its remedies for any other default or breach by the other party. No waiver made by either such party with respect to the performance, manner or time thereof, of any obligation of the other party or any condition to its own obligation under this Loan Agreement or any document referred to herein, shall be considered a waiver of any rights of the party making the waiver with respect to the particular obligation of the other party or condition to its own obligation beyond those expressly waived in writing and to the extent thereof, or a waiver in any respect in regard to any other rights of the party making the waiver or any other obligations of the other party. No delay or failure by either party to exercise any right or remedy shall be a waiver of such right or remedy, and no single or partial exercise by either party of any right or remedy shall preclude other or further exercise thereof for the exercise of any other right or remedy at any other time. Section 5.4. Collection. Upon the occurrence of an Event of Default and at any time thereafter until such Event of Default is cured to the satisfaction of the Lender and State, Borrower agrees to pay all costs and expenses of the Lender, including, but not limited to, reasonable attorney's fees, in the collection of any of the obligations or the enforcement of any of the Lender's rights. If any notice of sale, disposition or other intended action by the Lender is required by law to be given to Borrower, such notice shall be deemed reasonably and properly given if mailed to Borrower at the Rev. February 2022 10 address specified in Section 9.15(b), or at such other address of Borrower as may be shown on the Lender's records, at least 15 days before such sale, disposition or other intended action. The Lender shall have the right at its option and without demand or notice, to declare all or any part of the Loan immediately due and payable, and in addition to the rights and remedies granted hereby, the Lender shall have all of the rights and remedies available under the Uniform Commercial Code and any other applicable law. Section 5.5. Assignment. If, prior to the Termination Date, the Borrower sells, conveys, transfers, further mortgages or encumbers, or disposes of the Development Property, or any part thereof or interest therein, or enters into an agreement to do any of the foregoing, the Borrower shall immediately repay all amounts then outstanding on the Loan. This shall be in addition to any other remedies at law or equity available to the Lender. Section 5.6. Appointment for Foreclosure. Upon the occurrence of an Event of Default and at any time thereafter until such Event of Default is cured to the satisfaction of the Lender and State, Borrower agrees that the Lender may appoint an individual or entity to handle the default proceedings. ARTICLE 6 Disbursement Provisions Section 6.1. Payment Requisition Documentation. The Lender will disburse the loan funds upon receipt and approval by the Lender and the State of the following documentation: (a) This Loan Agreement, fully executed; (b) Evidence of equity injection in the amount of $ 6,628,996; (c) Invoices for items funded by the Loan and matching funds. (d) The Contract for Private Development, fully executed, which details tax increment financing assistance in the amount of $1,151,034. (e) Note for $5,000,000 from the parent company If Loan Proceeds are requested prior to the Compliance Date, the following additional items will be required prior to disbursement: (g) The Promissory Note; (h) The Security Agreement or mortgage. (i) The Corporate Guarantee of Wiha Werkzeuge Gmbh is required. (j) The Borrower shall maintain insurance in adequate amounts covering loss or damage to the collateral. Provide evidence that the Lender has been listed as loss payee. Upon receipt of such information, the Loan funds will be disbursed upon approval of the Lender and the State up to a total disbursement amount of $220,000. Rev. February 2022 11 Section 6.2. Other Documentation. (a) Third party documentation of total project expenditures as outlined in the application sources and uses will be required prior to the Compliance Date. (b) Evidence that equipment or other items purchased with the Loan are in the Jurisdiction must be provided on or prior to the Benefit Date. Section 6.3. Review of Documents. The Borrower shall not be entitled to any disbursement of Loan Proceeds until the Lender's legal counsel and the State have reviewed and approved this Loan Agreement and the exhibits attached hereto. Section 6.4. Adverse Changes. The Lender and the State will not authorize disbursement of funds if there has been any adverse change in the Borrower's financial condition, organization, operations or their ability to repay the project financing. ARTICLE 7 Progress Reporting Section 7.1. Progress Information. The Borrower shall provide to the Lender information for incorporation into the Minnesota Investment Fund progress reports, as required by the State and as needed by the Lender, to monitor the Project for compliance with State and Lender guidelines. This information must be provided until the goals set forth in Section 8.1 have been met or until the Compliance Date, whichever is later. At the discretion of the State or Lender additional reporting may be required. This information must be submitted to the Lender no later than: (a) January 15, 2023 for the period ending December 31, 2022; (b) January 15, 2024 for the period ending December 31, 2023; (c) January 15, 2025 for the period ending December 31, 2024; (d) Fifteen days after the Compliance Date. Section 7.2 Documentation to be provided to the Lender: (a) Project status and the status of payments. (b) Additional Leverage. The Borrower must provide to the Lender invoices, sworn construction statements, and or any other information, with each progress report, to document Other Project Funds in addition to the originally included project costs. (c) Job Creation Documentation. The Borrower shall provide to the Lender information on the hiring of each New Job on forms provided by the Lender. This information must include: (i) Permanent jobs created; (ii) Job title of each New Job; Rev. February 2022 12 (iii) Date of hire of each new employee; (iv) Hourly base wage paid; (v) List of Benefits provided; and (vi) Hourly value of Benefits paid. (d) Payroll Report. A formal payroll report verifying job information will be due as of the Compliance Date. ARTICLE 8 Business Subsidy Agreement and Reporting Section 8.1. Business Subsidy Agreement. The provisions of this Section constitute the "Business Subsidy Agreement" for purposes of the Minnesota Business Subsidy Act (Minn. Stat. § 116J.993 — § 116J.995 and its successor statute.) (a) The Borrower acknowledges and agrees that the provisions of Minnesota's Business Subsidy Act apply to this Loan Agreement, as Borrower is receiving government assistance under the terms of this Loan Agreement. (i) The subsidy provided to the Borrower includes the $220,000 loan made hereunder which will be used for machinery and equipment. (ii) The public purposes and goals of the subsidy are to increase Borrower's net jobs in the City and encourage economic development. (iii) The goals for the subsidy are to create jobs that pay a livable wage, per Section 8.1(b) of this Loan Agreement. (iv) If the goals are not satisfied, the Borrower shall make payment to the Lender as required in Section 8.2 of this Loan Agreement. (v) The subsidy is needed because the project cost is economically infeasible without the Loan. (vi) The Borrower must continue operations in the Jurisdiction for at least five years following the Benefit Date. (vii) The Borrower does have a parent corporation. Name of Parent: Wiha Werkzeuge Gmbh Address of parent: ObertalstraRe 3, 78136 Schonach im Schwarzwald, Germany (viii) In addition to the assistance provided under this Loan Agreement, the Borrower has received or expects to receive as part of this Project, the following financial assistance from other "grantors" as defined in the Business Subsidy Act: (b) On the Compliance Date, the Borrower shall have: (i) Maintained sixty eight (68) permanent, non -contract, non -seasonal FTE jobs; and Rev. February 2022 13 (ii) Created at least forty one (41) New Jobs at the Development Property with each job noted once within "wage brackets" as stated below: i. Twenty two (22) New Jobs must pay a base cash wage of at least $14- $16.99 per hour (exclusive of Benefits); The Borrower is entitled to forgivable Loan Proceeds in the amount of $4,853 for each job created in this wage bracket not to exceed $106,765 in total; ii. Twelve (12) New Jobs must pay a base cash wage of at least $17 per hour (exclusive of Benefits); The Borrower is entitled to forgivable Loan Proceeds in the amount of $5,662 for each job created in this wage bracket not to exceed $67,941 in total; iii. Seven (7) New Jobs must pay a base cash wage of at least $25 per hour (exclusive of Benefits); The Borrower is entitled to forgivable Loan Proceeds in the amount of $6,741 for each job created in this wage bracket not to exceed $45,294 in total;; (iii) Any job created between the Effective Date and the Compliance Date shall pay at least $14.68 per hour, including Benefits. (iv) New Jobs created on or after the Effective Date that meet the criteria outlined in 8.1(b)(2) will count toward the Borrower's job creation goal. Section 8.2. Default on Business Subsidy Act Requirements. (a) If the Borrower fails to meet the job creation goal and wage level commitment set forth in Section 8.1(b) above on the Compliance Date, the Lender may, after holding a public hearing and approval by the City Council, extend the Compliance Date for up to one year, after approval from the State. If no extension occurs, or if after the extension, the Borrower fails to meet the job creation goal and wage commitment, the Borrower will be required to repay to the Lender a pro rata share of the Loan principal plus interest as calculated in Section 8.2 (b) at an accelerated rate, based upon the difference between the wage bracket values defined in Section 8.1(b)(2) above and the wage bracket value of actual jobs created. Forgivable loan proceeds will be subject to collection first; once the forgivable funds are exhausted, repayable loan proceeds will be subject to accelerated repayment. (b) In an Event of Default occurring as a result of a breach by the Borrower of any provision of Section 8.1 of this Loan Agreement, the Borrower agrees to repay the principal amount as calculated in Section 8.2(a) hereof plus interest set at the greater of three percent (3%) or the implicit price deflator for government consumption expenditures and gross investment for state and local governments prepared by the Bureau of Economic Analysis of the United States Department of Commerce for the 12 -month period ending March 31St of the previous year (c) Interest required in Section 8.2 (b) shall commence to accrue as of the Initial Disbursement Date; (d) Nothing in this Section 8.2 shall be construed to limit the Lender's rights or remedies under any other provision of this Loan Agreement, and the provisions of Section 8.2 are in addition Rev. February 2022 14 to any other such right or remedy the Lender may have available. (e) The Borrower shall provide to the Lender information regarding job and wage goals and results for two years after the Benefit Date or until the goals are met, whichever is later. This reporting requirement will expire if the goals are met on the Compliance Date. If the goals are not met, the Borrower must continue to provide information on the Loan until the Loan is repaid. The information must be filed on the Non-JOBZ Minnesota Business Assistance form as found on the MN Department of Employment and Economic Development website and shall include the following: (1) the type, public purpose, and amount of subsidies and type of district, if the subsidy is tax increment financing; (2) the hourly wage of each job created with separate bands of wages; (3) the sum of the hourly wages and cost of health insurance provided by the employer with separate bands of wages; (4) the date the job and wage goals will be reached; (5) a statement of goals identified in the subsidy agreement and an update on achievement of those goals; (6) the location of the recipient prior to receiving the business subsidy; (7) the number of employees who ceased to be employed by the recipient when the recipient relocated to become eligible for the business subsidy; (8) why the recipient did not complete the project outlined in the subsidy agreement at their previous location, if the recipient was previously located at another site in Minnesota; (9) the name and address of the parent corporation of the recipient, if any; (10) a list of all financial assistance by all grantors for the project; and (11) other information the Commissioner of the MN Dept. of Employment and Economic Development may request. (f) This information must be provided to the Lender no later than March 1 of each year for the previous year. If the Borrower does not submit the report, the Lender shall mail the Borrower a warning within one week of the required filing date. If, after 14 days of the postmarked date of the warning, the Borrower fails to provide a report, the Borrower must pay to the Lender a penalty of $100 for each subsequent day until the report is filed. The maximum penalty shall not exceed $1,000. ARTICLE 9 Other Conditions Section 9.1. Project Time Frame. The time frame outlined in the Grant Application and Grant Contract Agreement pertaining to the Project shall be met by the Borrower. Section 9.2. Promissory Note. The Borrower shall execute a Promissory Note in substantially the form set forth by the State. Rev. February 2022 15 Section 9.3. Collateral. The Borrower has provided Lender a list of the Equipment attached hereto as Exhibit B. The Borrower will provide Lender a final identifying information regarding the Equipment purchased within ten (10) days of purchasing the Equipment, including a description and serial number of each item, sufficient to provide the Lender with a purchase money security interest in the Equipment. The Security Agreement will provide Lender with a 1st priority security interest in the Equipment. The Borrower represents that no other party has any right, title or interest in the Equipment. The Borrower hereby consents to the Lender recording a UCC -1 Filing Statement with respect to all such Equipment Section 9.4. Annual Financial Statements. For the term of the Loan, upon request of the Lender, the Borrower shall submit the most recent annual financial statement prepared in accordance with generally accepted accounting principles. The annual financial statements shall include a profit and loss statement, balance sheet, and statement of cash flow, notes and an opinion from the accountants of such statements acceptable to the Lender. Section 9.5. Discrimination on Account of Race, Creed, or Color. The provisions of Minn. Stat. § 181.59 and any successor statutes, which relate to civil rights and discrimination, shall be considered a part of this Loan Agreement as though wholly set forth herein and the Borrower shall comply with each such provision throughout the term of this Loan Agreement. Section 9.6 Affirmative Action. The Borrower is encouraged to prepare and implement an affirmative action plan for the employment of minority persons, women, and the qualified disabled. Section 9.7. Job Listing Agreement. (Minn. Stat. § Section 116L.66 and any successor statutes). When the Loan is for $200,000 or more, the Borrower shall enter into a Job Listing Agreement with the local CareerForce Center, MN Department of Employment and Economic Development. Section 9.8. Prevailing Wage. If the Borrower is awarded $500,000 or more of Loan Proceeds and the Loan is used for construction, installation (including equipment), remodeling and or repairs, the Borrower shall fully and completely comply with all applicable prevailing wage requirements contained in Minn. Stat. § 1161.871 and § 177.42, subd. 6. (a) Documentation. The Borrower shall maintain or ensure access to all documentation necessary to establish that the required prevailing wage was paid and shall allow the Lender, the Commissioner of the Department of Labor and Industry and the State reasonable access to such data. (b) Penalty. It is a misdemeanor for the Borrower, who has certified that prevailing wages will be paid to laborers and mechanics to subsequently fail to pay the prevailing wage. Each day a violation of this subdivision continues is a separate offense. Rev. February 2022 16 Section 9.9. Surety Deposits Required for Construction Contracts. If the Loan is used for construction, and the Borrower is hiring, contracting, or having a contract with a nonresidential person or foreign corporation to perform construction work, the Borrower must comply with Minnesota Statutes 290.9705, as amended, by deducting and withholding eight percent of cumulative calendar year payments to the contractor which exceeds $50,000. This condition may be waived if (1) the contractor gives the commissioner a cash surety or a bond, secured by an insurance company licensed by Minnesota, conditioned that the contractor will comply with all applicable provisions of this chapter and chapter 297A, or (2) the contractor has done construction work in Minnesota at any time during the three calendar years prior to entering the contract and has fully complied with all provisions of this chapter and chapter 297A for the three prior years. Section 9.10. Publicity and Endorsement (a) Publicity. Any publicity regarding the subject matter of this Loan Agreement must identify the State as the sponsoring agency. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Borrower individually or jointly with others, or any subcontractors, with respect to the MIF Program, publications, or services provided resulting from this Grant Contract Agreement. (b) Endorsement. The Lender and the Borrower must not claim that the State endorses its products or services. Section 9.11. Workers Compensation Insurance. The Borrower has obtained workers compensation insurance as required by Minn. Stat. § Section 176.181, subd. 2. The Borrower's workers compensation insurance information is as follows: (a) Company Name: (b) Policy Number: (c) Local Agent: Section 9.12. Effect on Other Agreements. Nothing in this Loan Agreement shall be construed to modify any term of any other agreement to which the Lender and the Borrower are parties. Section 9.13. Release and Indemnification Covenants. Except for any breach of the representations and warranties of the Lender or the negligence or other wrongful act or omission of the following named parties, the Borrower agrees to protect and defend the Lender and the governing body members, officers, agents, servants, and employees thereof, now and forever, and further agrees to hold the aforesaid harmless from any claim, demand, suit, action, or other proceeding Rev. February 2022 17 whatsoever by any person or entity whatsoever arising or purportedly arising from the acquisition, construction, installation, ownership, maintenance, and operation of the Project and the Borrower's activities on the Development Property. Section 9.14. Modifications. This Loan Agreement may be modified solely through written amendments hereto executed by the Borrower and the lender and approved by the State. Section 9.15. Notices and Demands. Any notice, demand, or other communication under this Loan Agreement by either party to the other shall be sufficiently given or delivered only if it is dispatched by registered or certified mail, postage prepaid, return receipt requested, or delivered personally: (a) as to the Lender: City of Monticello ATTN: Jim Thares 505 Walnut Street, Ste. 1 Monticello, MN 55362 (b) as to the Borrower: Willi Hahn Corporation ATTN: Eric Iverson 1348 Dundas Circle Monticello, MN 55362 or at such other address with respect to any party as that party may, from time to time, designate in writing and forward to the others as provided in this Section 9.15(b). Section 9.16 Conflict of Interests; Representatives Not Individually Liable. (a) No employee, officer or agent of the Lender shall participate in the administration of a contract supported by this loan if a conflict of interest, real or apparent, would be involved. No employee, officer or agent of the Lender may obtain a financial interest in any agreement with respect to the Loan. No employee, officer, or agent of the Lender shall be personally liable to the Borrower or any successor in interest in the event of any default or breach by the Lender or for any amount that may become due to the Borrower or on any obligation or term of this Loan Agreement. (b) To the best of the Borrower's knowledge, no member, officer, or employee of the Lender, or its officers, employees, designees, or agents, no consultant, member of the governing body of the Lender, and no other public official of the Lender, who exercises or has exercised any functions or responsibilities with respect to the Project during his or her tenure shall have any interest, direct or indirect, in any contract or subcontract, or the proceeds thereof, for work to be performed in connection with the Project or in any activity, or benefit there from, which is part of the Project. Section 9.17. Binding Effect. The covenants and agreements in this Loan Agreement shall bind and benefit the heirs, executors, administrators, successors, and assigns of the parties to this Loan Rev. February 2022 18 Agreement. Section 9.18. Provisions Not Merged With Deed. None of the provisions of this Loan Agreement are intended to or shall be merged by reason of any deed transferring any interest in the Development Property and any such deed shall not be deemed to affect or impair the provisions and covenants of this Loan Agreement. Section 9.19. Titles of Articles and Sections. Any titles of the several parts, Articles, and Sections of this Loan Agreement are inserted only for convenience of reference and shall be disregarded in construing or interpreting any of its provisions. Section 9.20. Counterparts. This Loan Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. Section 9.21. Choice of Law and Venue. This Loan Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota without regard to its conflict of laws provisions. Any disputes, controversies, or claims arising out of this Loan Agreement shall be heard in the state of Minnesota, and all parties to this Loan Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. Section 9.22. Waiver. The failure or delay of any party to take any action or assert any right or remedy, or the partial exercise by any party of any right or remedy shall not be deemed to be a waiver of such action, right, or remedy if the circumstances creating such action, right, or remedy continue or repeat. Section 9.23. Entire Agreement. This Loan Agreement, with the exhibits hereto, constitutes the entire agreement between the parties pertaining to its subject matter and it supersedes all prior contemporaneous agreements, representations, and understandings of the parties pertaining to the subject matter of this Loan Agreement. Section 9.24. Separability. Wherever possible, each provision of this Loan Agreement and each related document shall be interpreted so that it is valid under applicable law. If any provision of this Loan Agreement or any related document is to any extent found invalid by a court or other governmental entity of competent jurisdiction, that provision shall be ineffective only to the extent of such invalidity, without invalidating the remainder of such provision or the remaining provisions of this Loan Agreement or any other related document. Section 9.25. Immunity. Nothing in this Loan Agreement shall be construed as a waiver by the Lender of any immunities, defenses, or other limitations on liability to which the Lender is entitled by law, including but not limited to the maximum monetary limits on liability established by Minn. Stat. § Chapter 466. Rev. February 2022 19 IN WITNESS WHEREOF, the Lender has caused this Loan Agreement to be duly executed in its name and behalf and the Borrower has caused this Loan Agreement to be duly executed in its name and behalf as of the date first above written. Lender: City of Monticello Its By Its Borrower: Willi Hahn Corporation By Its By Its Rev. February 2022 20 EXHIBIT A Legal Description of Development Property Rev. February 2022 21 EXHIBIT B Equipment List Rev. February 2022 22 EXHIBIT C Grant Contract Agreement Received! Rev. February 2022 23 City Council Agenda: 10/24/2022 21. Consideration of adopting Resolution 2022-115 calling for a public hearing on November 28, 2022 for vacation of a drainage and utility easements as legally described for Lots 9-13, Block 2, Lauring Hillside Terrace Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-115 calling for a public hearing on November 28, 2022, for vacation of a drainage and utility easement as legally described for Lots 9-13, Block 2 of Lauring Hillside Terrace, as related to the proposed plat of Wiha Addition. REFERENCE AND BACKGROUND The City Council is asked to call for a public hearing for the vacation of drainage and utility easements within the plat of Lauring Hillside Addition for purposes of replatting of these areas as Wiha Addition. The replatting is proposed to facilitate the development of a new manufacturing and office facility for Wiha Corporation. Willi Hahn Corporation (Wiha) is the fee title owner of all parcels in which the current vacations are proposed, and the ownership has submitted a petition for the vacation of the noted easements. Drainage and utility easements along the plat perimeter, internal lot lines and as required for stormwater and utility purposes will be re-established within the proposed plat of Wiha Addition. The City Engineer's office and Community Development Department will continue to review the preliminary and final plat to verify all required public easements for drainage and utility purposes are in place. Procedurally, Council must call for a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. Council should therefore call for the public hearing for consideration of the vacations to be placed on the November 28, 2022, City Council agenda. This consideration is intended to coincide with the review of the final plat by the City Council. City Council Agenda: 10/24/2022 City staff has prepared and will send the notices to be published in the Monticello Times and to affected property owners. I. Budget Impact: Preparation of the vacation areas and legal is part of the approved contract for plat services with WSB. II. Staff Workload Impact: Workload impact is expected at approximately 10-20 hours for review and recommendation on the vacation requests and platting. III. Comprehensive Plan Impact: The Monticello 2040 plan guides the subject plat areas for Light Industrial development. The proposed development plan is therefore consistent with the 2040 Plan. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution and calling for the public hearing. SUPPORTING DATA A. Resolution 2022-115 B. Vacation Petition C. Easement Vacation Exhibit D. Proposed Preliminary and Final Plat, Wiha Addition CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-115 RESOLUTION CALLING FOR A PUBLIC HEARING ON VACATING DRAINAGE AND UTILITY EASEMENTS LEGALLY DESCRIBED AS LOTS 9-13, BLOCK 2, LAURING HILLSIDE TERRACE WHEREAS, pursuant to Minnesota Statutes Section 4152.851, after two (2) weeks published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation; and WHEREAS, a public hearing is being called on the vacation of drainage and utility easements for purposes of replatting within the plat of Lauring Hillside Addition, Monticello, Minnesota as legally described below on Monday, November 28, 2022, at 6:30 PM at the Monticello City Hall: LOTS 9, 10, 11, 12, and 13, BLOCK 2, LAURING HILLSIDE TERRACE NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the vacation of such easements and a public hearing shall be held on such proposed vacation on the 28 day of November, 2022, before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published, posted, and mailed notice of such hearing as required by law. ADOPTED BYthe City Council of Monticello, Minnesota this 241h day of October, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk October 5, 2022 TO: City Clerk City of Monticello To Whom it may Concern: L): (t-.kjJ �C---> ora • a , fee titlero erty owner of LAURING 11 p p HILLSIDE TERRACE, Wright County, Minnesota, lying over, under and across Lots 9, 10, 11, 12 and 13, Block 2, said LAURING HILLSIDE TERRACE., petition on behalf of 6rtbr qV w.0 for the vacation of the drainage and utility easements of Lots 9-13, Block 2, of the recorded plat of Lauring Hillside Terrace. Legal description: All those drainage and utility easements as dedicated on the record plat of LAURING HILLSIDE TERRACE, Wright County, Minnesota, lying over, under and across Lots 9, 10, 11, 12 and 13, Block 2, said LAURING HILLSIDE TERRACE. r� LIJ I\A/r_—L) t\ A/11\ ITI/�r_—I I /1 7 \� Li,' I L� Lid LIJI LVV L_I \ IVI\JI V 1 / —IL -7 T1 1 ^TL)r-r-T I PROPOSED EASEMENT VACATION DESCRIPTION: All those drainage and utility easements as dedicated on the record plat of LAURING HILLSIDE TERRACE, Wright County, Minnesota, lying over, under and across Lots 9, 10, 11, 12 and 13, Block 2, said LAURING HILLSIDE TERRACE. Area of easement to be vacated = 89,303 sq. ft. 2.05 acres = o = N r7, C O W 5 M U n C 4- L- 0 N g O C ,o U C L N E 0 an � C o W Y s O O T � N V) t SLI v J . n 0 0 C u w�� U r 0 m 0 0 Sep 21, 2022 — 10:21am K:\cad_sury\Land Desktop 2008\3395.18\dwg\3395.18 Easement Vacation.dwg N N N T aim 9 d a Eo � c o w osm a.. r F —1 Denotes Drainage & Utility Easement 5.2 `o m I I to be Vacation nq ry m M Scale d 1" = 100' C .. q y LEamo U J `m o z � J C - y T O 2 `o n v'a EEm� 0 L 615 —actin m Sep 21, 2022 — 10:21am K:\cad_sury\Land Desktop 2008\3395.18\dwg\3395.18 Easement Vacation.dwg - PID: 155-029-001060 Wrigley Holding Cc LLC PID: 155-099-001030 Wendy J Pillatzki \ I � \ �D:15 001040 \ CC & Diane C & Diane C \ Herbs r `.l \PLID- 155-099-001050ayton Zimmerma \ PID :155-0139-001060 Lowell G Mortensen \ —7 / I \ PID:155-099-001070 Jody Dryden I G G - 0 ^Inr- A f1f1ITI/-\N I FI\JL_r L -I IIL_LILJL- /-\LJLJI I I\JI N 80 PID: 155-041-001030 I PID: 155-041-001060 Wright Street LLC Francis J Hickey / L I LII F--\ 171 PID: 155-015-043060 Robert D & Marjorie L Schumacher PID: 1 55-047-000020 LJ k- I (-\ I A/ r F-) Franconia Associates LLC L _ \J V V L_ I \ N I /-\ 'I PID: 155-047-00004C Franconia /-\ — Associates LLC LIJ PID: 155-047-0000101 / U) Franconia I L� I > Associates LLC 155-047-000030 Franconia Associates LLC PI 55-0jPID: 29-000011 Franconia n I Associates--T-LLC I 1 T — U 0 I L _ �/ 80 /-\ -9-1'D.155-029ciates 0 I— Benchmark) IFranconia Associote_r�C coo �vr- > �' > > North line of Lots 9, 10, 11, 12 and 13,. Block 2 LAURING HII I SInF TFRRAr F - G I I' �> -7T PID: 155-015-043050 Gardner Properties LLC r r — P- G - I PID: 155-015-043010 Hoyt Apartments LLC K A /\ N I T I F- I V I -IVI \J IN 1 PID: 155-015-042010 Bluffs in Monticello LLC a G EXISTING PROPERTY DESCRIPTION: Lots 9, 10, 11, 12 and 13, Block 2, LAURING HILLSIDE TERRACE, Wright County, Minnesota. Municipality. City of Monticello Existing Zoning: IBC -Industrial and DENOTES Business Campus Proposed Use: Industrial Road Mileage: 0 LF or 0.00 Miles Street Lighting as required Proposed Utilities: Sewer: City DENOTES Water: City Plat Area: Total Area: 560,649 Sq.Ft. = 12.87 Acres Proposed ROW: 0 Sq.Ft. = 0.00 Acres Park Area: 0 Sq.Ft. = 0.00 Acres — - - S64°16'07"E D » DRAINAGE AND UTILITY -- » D » 7O6°05 D > >> » >' >> >> >> > D EASEMENTS ARE SHOWN THUS: - - - - - - N - - - — _ - 956_-_- -_ - - - - _ - % T-/ TI -957-I I - - _ _ T - - - - - - - _ - - - - 1- - _ _ _ _ \ \ \ \ / / / 939 / N �i f-1 2 -940__J Edge of field r/ff=�r-�i III J to 4 lz� / 1 Q� b I I I s1 Q0 LA. -�� i Iiiiii I I I \\ I I { / �� o / \ 1\11 I I I / ,� I (NOT TO SCALE) p" , I I I II\\\I I I ( / \ Being 12.00 feet in width and adjoining all right of way lines unless otherwise shown on this plat and being 12.00 feet in width and adjoining all side and rear lot lines I1\\\ o v I unless otherwise shown on this plat. 7N/\N I^TL)I I TIk1N I �\ ° \ 1 \9./ Q / \ I ,,'C� \\\\ \ r <a�, � I A 0 I PID: 155-050-001010 �� o \ \ Bluffs in Monticello LLC I I � I 1 I I I I I I `F, I/ `•� ,,Z � I I I D I\\ �� > 1 -\ I �- a)� I N I / 1 1 I I I I, I I� r- _ I_) . i) A IFI I L_ L_ i Imo; I Lr) cD v L_ 1 1 \ I.I II ,L_ 1 \ \\\1 /-\ I V / 1 I/ j I a I I I III III I I I \I I\ 1/ \�; \ I I I IIII \\ 6, o° r -,\I I T I /1 T AI I L QI T 1, I I I 11 1 1 // , 0 ,, 1 1 1 1 1 1 1 I\ ��o, \_/ U I LI I I I I I I l N I \\ I I I I I I I I \\ •��o_ I, I I �I I I I I I l l w PID: 155-050-000020 -r can) -1 1 Bluffs in Monticello LLC I I I ; I I b T I LwI I/ - 7 < / / I I QLLJQ III aQ I I 1 a� I I �� o I I I I I I I IIII / / \ \\ \\� 1 II Bluffs 155-050-001020 n Monticello ��LC / I I° o o I I; h / ! �, Edge of field-__ I I - °� ° I �� > I �� o I E> 1 I I°' M I o I I I IIIII f \ 1 QW ° I I Q)W ° I �~ I 60 I I o I► I I IIIII /I R 1\ I n I�I�ITI/-\N I / I o I I I ��, °oma I I I wJ a I I I I I / I I PID: 155-029-002070 I I I I �I W° I �J W J o I w o I L I I / I / I i rn rn rnin Zr) rn aowa, i rn v\ 842 \ \ 1 Monticello TrainingI J `� I -J " I I TJ I I I I I 1 1 III 1 / Center LLC I II I Z I I I I III I 11 II I L-----'' '\ I 11 IIIII / I `, ,�' I I I I z z / I I I/ I I r- w 1--I -- / \\ I 1\� \\\ \ I I I D III � D I I I -d E I ,< / I I I I II �I I / ` I I �I X1\ ' 1�k \\ \ \ � J IIn II I I oa I �g n o I 11 1 V�a� I I I o I I o I I I 0 I I V I/ II I� I I I // // / ,� I I I I Nw o� I I o� III ° ° I o a I I N 1 I / / / ��� // \ mon MM 1 I I v I I a a I o I Q /I II ;� / I I / / / // I / ��'\ / / 0,°0 \\\\ \ \ \ \ a a'n '�PID:155-050-001030 a I I Q I I I a / I I II I I I I / // / �o o // //\\\\ \\ o III i / 0 0' IY ° \ I I I / /Bluffs in Monticello LLCI sy n 9 0)w 4X\o �0 PID:5Monticello50r 04II Bs n c�g0 4 M NLO to -n °= o oQ95000 N ID 01 rnrn m cZ w I I I IBJ 0( \ \ \ Ii IIII I II1 IaI�I / / / / /\9�9`•-\\\I \\_L�X�-\\.1�- - -R5_8_29 . 5�_ 8 5.g1 CHO_15 .91 Edge of field 954 0°09'23°17 51„W C BR�N75 ,a a"lboard Abo` _ _— 953 '-^j% - \ I I I \ \ I\ II \ - \ I I % ) 9, /, Sound Wall � I II Ii IIII 1 / III IIII NInOtrethrr1ght No, i I /71 1-\ \ ' -_/ 954 -955 of Way -Concrete flItar 9 ighWay Chainlinl� F-99552Ed a of Gravel Shoulder state nc-= - - _ � 95954-- 1 Building Setbacks: Front yard: 50 feet Side Corner: 50 feet Rear yard: 40 feet Side yard: 30 feet Lot Summary. 1 Industrial Lot Owner/Subdivider: Patrick Di Perna 1348 Dundas Circle Monticello, MN 55362 Designer/Surveyor: Hakanson Anderson Assoc. 3601 Thurston Avenue Anoka, MN 55303 (763) 427-5860 Brian Person 60 0 60 120 SCALE IN FEET LEGEND -6- = DENOTES HYDRANT >d = DENOTES GATE VALVE - - = DENOTES WATER LINE ® = DENOTES SANITARY SEWER MANHOLE ->- = DENOTES SANITARY SEWER LINE ® ® = DENOTES CATCHBASIN -»- = DENOTES STORM SEWER LINE = DENOTES EDGE OF WOODS = DENOTES CONIFEROUS TREE = DENOTES DECIDUOUS TREE (DIAMETER) = DENOTES SHRUB = DENOTES SURFACE CONTOUR (1 FT. INTERVAL) • = DENOTES FOUND IRON MONUMENT O = DENOTES FOUND CAST IRON MONUMENT o = DENOTES SET IRON MONUMENT = DENOTES LIGHT POLE D = DENOTES TELEPHONE PEDESTAL © = DENOTES ELECTRIC TRANSFORMER -P-BUR- = DENOTES BURIED ELECTRIC -T-BUR- = DENOTES BURIED TELEPHONE —G —= DENOTES BURIED GAS - - = DENOTES BUILDING SETBACK LINE ❑ = DENOTES BITUMINOUS SURFACE = DENOTES CONCRETE SURFACE NOTES: I I I I III ___--- ,960 981• —�__/_,,— I`--_--==958 N75°2x32 W' 1p 11, 12 andpCE' 953��= -' I Tan n 1. In providing this survey no attempt has been made to obtain or show data concerning g5-7 of Lots 9, HILt,SIDE — _ = — _ - 954 existence, size, depth, condition, capacity or location of any utility existing on the site, - g55 South 11ne 2 LAURING whether private, municipal or public owned. 954' Block-- --- -- \ — _ 2. The professional surveyor has made no investigation or independent search for easements 1 -957- - _ - - - - - _ - 954 -_—_ — of record, encumbrance, restrictive covenants, ownership title evidence, or any other facts 955 - n that an accurate and current title search may disclose. 19561-� --- _955-�' �1� J1`\fi — _ - s5� Chainlink Fence - - _ _ - - gg4 _ _ _ _ _ — — _ _ — I n \ v� , 3. The underground utilities shown have been located from field survey information and record X� 958 954 - - - _ _ 11 /�� �� I-� I plans. The surveyor makes no guarantees that the underground utilities shown comprise all -_ �--955��-- X957 — — =_ _— _ _ T T — _ _ _— — — _ = -g56 - T n T �_ r 7� � � such utilities in the area, either in service or abandoned. The surveyor further does not --956- - - - — warrant that the underground utilities shown are in the exact location indicated although 55 he does certify that the are located as accurate) as possible from information available. - 954 - - Educe 9f 6revel-S�uldec � - � � I `I� V Y Y Y _ — —`� The surveyor has not physically located the underground utilities. Prior to any excavation, g54- — — — — contact Gopher State One Call for an on-site location (651-454-0002). The subsurface �955utility information on this survey is utility quality level D. This quality level was determined — — according to the guidelines of CI/ASCE 38-2, entitled "Standard Guidelines for the n Collection and Depiction of Existing Subsurface Utility Data. I4. Bearings are based on the Wright County Coordinate System. 5. All easements dedicated within Lots 9-13, Block 2, LAURING HILLSIDE TERRACE to be vacated by a separate document. 6. Site Benchmark: Top Nut Hydrant in the northeast quadrant of Ramsey Street and 7th Street. Elevation = 956.27 feet (NGVD 1929) VICINITY MAP- SEC.11, T.121, R.25 DATE REVISION 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 Professional L Surveyor under the laws of the State of esoto. Brian Person, PLS Date 09/21/22 Lic. No. 49138 DESIGNED BY: BP H a ka n so n Anderson Assoc. Inc. Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.haa-inc.com WIHA ADDITION PRELIMINARY PLAT FOR KINGHORN CONSTRUCTION CITY OF MONTICELLO, MINNESOTA SHEET OF SHEETS DRAWN BY: MSS DATE: 09/21/22 CHECKED BY: BP FILE N0. 3395.18 Sep 28, 2022 - 2: o7pm K:\cad-sury\Land Desktop 2008\3395.18\dwg\3395.18 Pre Plat.dwg WIHA r-, N W U �Q oCh mw �w 0 J J J a� 0 cz �< ca J KNOW ALL PERSONS BY THESE PRESENTS: That Will Hahn Corporation, a Minnesota Corporation under the SURVEYOR'S CERTIFICATE laws of the State of Minnesota, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: I Brian Person do hereby certify that this plat was prepared by me or under my direct supervision; that I am Lots 9, 10, 11, 12 and 13, Block 2, LAURING HILLSIDE TERRACE, Wright County, Minnesota. a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the Has caused the some to be surveyed and platted as WIHA ADDITION, and does hereby dedicate to the public boundary survey; that all mathematical data and labels are correctly designated on this plat; that all for public use the drainage and utility easements as created by the plat. monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate In witness whereof said Will Hahn Corporation, a Minnesota Corporation under the laws of the State of Minnesota, are shown and labeled on this plat; and all public ways are shown and labeled on this plat. has caused these presents to be signed by its proper officer this day of , 20 Dated this day of 20 80 co UD —' / -1� 80 �e -04 Ld ^0000 --J - z Z z — L L1J n / / L. <N L _ /LIJ LIJ Gam' 7 LIJ 00 \/) Li J /11A/r I-> t\ A/1N ITI r I \\ 'I, ��0� �1 z 1 I ' n L_\J VV L—I \ IVI\JI \1 1 1 L—L_L_\J 1 v N I/� �1 , \>L_>�> / /\I IT1T I / A �/LJ L_\J G� \v 1\ VOG I 1 N\J> Imo/ �/ I I I \\ I O oo I \\ —7T1 1 ^TI_)r—r—T North line of Lots 9, 10, 11,-\ 00 12 and 13, Block 21 \ LAURING HILLSIDE TERRACE ��I S64°16'07"E — — 706.05 - — — 135.00 — — — 135.00 — — — — — — — — — — — — — — 135.00 — — — — — — — — — — \ � �' � `�\ 215.93 - — — — — — �-- _ _ _ _ 135.00\ 166.05 \ r-, N W U �Q oCh mw �w 0 J J J a� 0 cz �< ca J KNOW ALL PERSONS BY THESE PRESENTS: That Will Hahn Corporation, a Minnesota Corporation under the SURVEYOR'S CERTIFICATE laws of the State of Minnesota, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: I Brian Person do hereby certify that this plat was prepared by me or under my direct supervision; that I am Lots 9, 10, 11, 12 and 13, Block 2, LAURING HILLSIDE TERRACE, Wright County, Minnesota. a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the Has caused the some to be surveyed and platted as WIHA ADDITION, and does hereby dedicate to the public boundary survey; that all mathematical data and labels are correctly designated on this plat; that all for public use the drainage and utility easements as created by the plat. monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate In witness whereof said Will Hahn Corporation, a Minnesota Corporation under the laws of the State of Minnesota, are shown and labeled on this plat; and all public ways are shown and labeled on this plat. has caused these presents to be signed by its proper officer this day of , 20 Dated this day of 20 G Will Hahn Corporation Signature as Printed Name Title STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of 20 , by of Will Hahn Corporation, a Minnesota corporation under the laws of the State of Minnesota, on behalf of the corporation. Signature Printed Name Notary Public, My commission expires -7 I A I II I N I/ I III I ^ I17� F— T r- A F— L_/ -\UI \II N\7 FIIL_LLJL_ I L_I \I L- d p Co co UD rn `° Co �e -04 Ld ^0000 0 z Z z / I / I <N L _ I Gam' 7 <o 00 LOT1 \\ 'I, ��0� �1 z 1 I ' n \ I \ 1 G Will Hahn Corporation Signature as Printed Name Title STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of 20 , by of Will Hahn Corporation, a Minnesota corporation under the laws of the State of Minnesota, on behalf of the corporation. Signature Printed Name Notary Public, My commission expires -7 I A I II I N I/ I III I ^ I17� F— T r- A F— L_/ -\UI \II N\7 FIIL_LLJL_ I L_I \I L- d p II Way line of I I North Int a, Na' 94 1 ' Interstate A40-00 I I 140.009a 2'32 'W9, 10, 11, 12TERRACE / h 7n °t Lots SoutRING HILLSIDE 1 �� Block I. 140.00 421 -71 3gB-07 I / L=15.91 R_ 5829 23C00==15 -91 C.6 °17' S1RG_N� 5 W O Denotes 1/2 inch by 14 inch iron monument set and marked with Minnesota License No. 49138. • Denotes found iron monument OO Denotes found MnDOT Right of Way monument. For the purposes of this plat the North line of Lots 9-13, Block 2, LAURING HILLSIDE TERRACE, is assumed to bear S64°16'07"E. NOTE: Drainage & Utility Easement Within Lots 9-13, Block 2, LAURING HILLSIDE TERRACE Vacated Per Document No. County, ICINITY MAP SEC.11, T.121, R.25 60 0 60 120 SCALE IN FEET 1 INCH = 60 FEET Brian Person, Licensed Land Surveyor Minnesota License No. 49138 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Brian Person, Land Surveyor, Minnesota License No. 49138. Signature Printed Name Notary Public, County, My commission expires CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of WIHA ADDITION was approved and accepted by the City Council of Monticello, Minnesota at a regular meeting held this day of . 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. B y: B y: Mayor City Clerk CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 , the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of WIHA ADDITION. Chair Person Secretary WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 Wright County Land Records By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of , 20 at o'clock M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I N---] 12 i r — — — J (NOT TO SCALE) Being 12.00 feet in width and adjoining all right of way lines unless otherwise shown on this plat and being 12.00 feet in width and adjoining all side and rear lot lines unless otherwise shown on this plat. ��Hakanson I11Anderson Co J rn `° Co �e -04 Ld ^0000 0 z Z z / I / W I 00 z 1 I ' n \ I \ 1 v I \v 1\ VOG I I I \\ I I \\ II Way line of I I North Int a, Na' 94 1 ' Interstate A40-00 I I 140.009a 2'32 'W9, 10, 11, 12TERRACE / h 7n °t Lots SoutRING HILLSIDE 1 �� Block I. 140.00 421 -71 3gB-07 I / L=15.91 R_ 5829 23C00==15 -91 C.6 °17' S1RG_N� 5 W O Denotes 1/2 inch by 14 inch iron monument set and marked with Minnesota License No. 49138. • Denotes found iron monument OO Denotes found MnDOT Right of Way monument. For the purposes of this plat the North line of Lots 9-13, Block 2, LAURING HILLSIDE TERRACE, is assumed to bear S64°16'07"E. NOTE: Drainage & Utility Easement Within Lots 9-13, Block 2, LAURING HILLSIDE TERRACE Vacated Per Document No. County, ICINITY MAP SEC.11, T.121, R.25 60 0 60 120 SCALE IN FEET 1 INCH = 60 FEET Brian Person, Licensed Land Surveyor Minnesota License No. 49138 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Brian Person, Land Surveyor, Minnesota License No. 49138. Signature Printed Name Notary Public, County, My commission expires CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of WIHA ADDITION was approved and accepted by the City Council of Monticello, Minnesota at a regular meeting held this day of . 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. B y: B y: Mayor City Clerk CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 , the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of WIHA ADDITION. Chair Person Secretary WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 Wright County Land Records By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of , 20 at o'clock M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I N---] 12 i r — — — J (NOT TO SCALE) Being 12.00 feet in width and adjoining all right of way lines unless otherwise shown on this plat and being 12.00 feet in width and adjoining all side and rear lot lines unless otherwise shown on this plat. ��Hakanson I11Anderson City Council Agenda: 10/24/2022 21. Consideration to adopt Resolution 2022-119 authorizine a transfer of Develooment Contract for the Twin Pines First Addition from Kjellbergs Inc. to Apartments Monticello LLC and approval of a PUD Adjustment for Twin Pines First Addition, including related amendments to the Development Agreement for Twin Pines First Addition Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director, 10/24/2022 ❑ Regular Agenda Item Northwest Associated Consultants Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve Resolution 2022-119 authorizing a transfer of Development Contract for Twin Pines First Addition from Kjellbergs Inc. to Apartments Monticello LLC and approving a PUD Adjustment for Twin Pines First Addition, including related amendments to the Development Contract for Twin Pines First Addition, based on findings in said resolution and subject to conditions in Exhibit Z. PREVIOUS COUNCIL ACTION December 7, 2021: Preliminary plat, development stage PUD approval February 28, 2022: Final plat, final stage PUD, development contract approval February 28, 2022: Vacation of drainage and utility easements REFERENCE AND BACKGROUND Property: PID: 155-221-000010 Legal: Outlot A, Monticello Business Center 6t" Addn. Planning Case Number: 2022-042 Deadline for Decision: December 16, 2022 (60 -day deadline) February 14, 2023 (120 -day deadline) Land Use Designation: Commercial -Residential Flex Zoning Designation: Twin Pines First Addition Planned Unit Development Overlays/Environmental Regulations Applicable: NA City Council Agenda: 10/24/2022 Current Site Uses: Vacant Outlot as future phase of an approved Planned Unit Development Surrounding Land Uses: North: Commercial East: Medium Density Residential South: Powerline Easement/Manufactured Home Park West: Commercial Project Description: The project consists of site and building improvements for a multi- family residential development, four stories of units over an underground parking garage, surface parking, and private open space. Transfer of Development Contract and Approvals The Twin Pines First Addition plat and PUD application submitted by Kent Kjellberg was approved for property owned by Kjellberg's Inc. A new development entity, Apartments Monticello LLC, is seeking to have the development contract for the plat and PUD and the land use approvals transferred to them for development of the site. Apartments Monticello LLC submitted a letter of request for the transfer, signed by a representative for Kjellberg's Inc. The City Attorney confirmed the letter is sufficient for Council consideration. In transferring the development contract and entitlements for the plat and PUD approvals, Apartments Monticello LLC will be required to meet all prior conditions and comments of the Twin Pines First Addition plat and PUD approvals and the terms and conditions of the approved development contract. It should also be noted that the ownership signatures on the plat will need to reflect accurate property ownership at the time of plat. PUD Adjustment Apartments Monticello LLC requested a PUD Adjustment to address a change in unit count for the proposed building. The developer is seeking a change from 93 units to a total of 96 units. A PUD Adjustment may be considered when the unit count within a proposed PUD use/building does not increase more than 5% and does not diminish the intent or quality of the other PUD plan improvements. The proposed unit count adjustment has primarily internal impacts only. The site plan, landscaping plan and site civil plans will not change because of this unit count. Other than slight changes to window and balcony placement resulting from the internal floor plan change, no other changes to the building in terms of dimension or material are proposed. City Council Agenda: 10/24/2022 In terms of parking calculation impact, the prior floor layout illustrated four 3 -bedroom units. The PUD Adjustment proposed replaces three of the 3-bedoom units with 6 additional 1 - bedroom units for a total unit count of 96 units. The plans now include 140 total bedrooms. At final stage PUD approval, the building had a total of 144 bedrooms. The site plan illustrates 76 parking spaces underground and 80 spaces on the apartment site, for a total of 156 spaces or 1.1 spaces per bedroom. The spaces per unit decreases slightly from 1.68 spaces per unit to 1.63 spaces per unit. The parking ratio for the site improves slightly based on the per bedroom count methodology used previously. The applicant is also required to supply a cross -parking agreement with the adjacent office building over Outlot A, which provides additional parking opportunity, as well as access to School Boulevard. Both the office building, which uses parking within Outlot A, and the adjacent veterinarian clinic, have adequate parking to support their uses. Submittal of association and/or common area easement documents is required and subject to the review and comment of the City Attorney. In addition, each of the underground parking spaces is required to be included in the rent set for specific units. This language is included in the development contract. Development Contract Amendment The development contact is proposed to be amended to reflect the transfer for development of the site to Apartments Monticello LLC. The PUD Adjustment for unit count change, if approved, would then be reflected in amendments to the development contract. The additional units would be added to the calculations for water and sanitary sewer trunk area charges. Other than minor additions for resolution numbers and final public improvement information for securities and escrows, the contract remains substantively similar to that approved at the time if final plat and final stage PUD approval. I. Budget Impact: The applicant has submitted a fee and escrow to cover the expenses associated with the request. II. Staff Workload Impact: Limited to review and preparation of the staff reports. III. Comprehensive Plan Impact: The Monticello 2040 Plan guides the site for a mix of commercial and residential uses. STAFF RECOMMENDED ACTION City staff recommends approval of transfer of the development contract to Apartments Monticello LLC. All previously assigned terms and conditions of the approval for the development plat and PUD will apply to the new developer. City Council Agenda: 10/24/2022 City staff also recommends approval of the PUD Adjustment. The PUD Adjustment maintains the quality of development proposed under prior approvals and improves on the parking ratio provided on site. SUPPORTING DATA A. Resolution 2022-119 B. Aerial Image C. Letter of Request for Transfer of Development D. Applicant Narrative E. Final Plat F. Revised Site & Civil Plans G. Revised Elevations and Floor/Parking Plans H. City Engineer's Letter, dated February 22, 2022 I. Fire Marshal's Letter, dated February 24, 2022 J. Revised Development Agreement, Twin Pines First Addition K. Revised Finance Plan, Twin Pines First Addition Z. Conditions of Approval EXHIBIT Z Conditions of Approval Twin Pines First Addition PUD Adjustment 1. The development of Twin Pines First Addition is subject to all conditions and comments assigned with the Development Stage PUD and Preliminary Plat approval of December 7, 2021 and the Final Plat and Final Stage PUD Approval of February 28, 2022. 2. The applicable plans dated 10/7/2022, subject to resolution of conditions and comments, shall control the project's use, development, site design, and are incorporated into the PUD District adopted for the subject property. 3. The Developer shall execute the Plat and PUD Development Contract for Twin Pines First Addition, providing for the terms and conditions for the development. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-119 APPROVING AN ADJUSTMENT TO A PLANNED UNIT DEVELOPMENT AND AMENDMENT TO DEVELOPMENT CONTRACT FOR TWIN PINES FIRST ADDITION PLAT AND PLANNED UNIT DEVELOPMENT WHEREAS, the developer has requested the transfer of the Development Contract for plat and Planned Unit Development for Twin Pines First Addition, to which the property owner has consented; and WHEREAS, the developer proposes an adjustment to the PUD District approvals by modifying the number of units from 93 to 96 units in the multi -family use; and WHEREAS, the applicant proposes to continue the development of the property for residential uses and parking and access associated with the planned unit development, including cross access and parking with adjacent existing uses, and no other changes to development design or common operations would occur; and WHEREAS, the site is guided as "Commercial -Residential Flex" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD adjustments, are consistent with the long-term use and development of the property for commercial and residential mixed uses; 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 recommendation of approval: 1. The PUD Amendment provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to within the PUD to a mix of residential and commercial uses. 2. The proposed improvements on the site under the PUD Amendment are consistent with the needs of the development in this location as Commercial - Residential Flex area. 3. The improvements are not expected to impact public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The modifications to the building designs as proposed with this amendment are consistent with those previously approved and will provide for a higher level of building aesthetics and other benefits. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-119 The PUD flexibility for the project, including parcels without public street frontage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the PUD Adjustment for the Twin Pines First Addition Planned Unit Development subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The development of Twin Pines First Addition is subject to all conditions and comments assigned with the Development Stage PUD and Preliminary Plat approval of December 7, 2021 and the Final Plat and Final Stage PUD Approval of February 28, 2022. 2. The applicable plans dated 10/7/2022, subject to resolution of conditions and comments, shall control the project's use, development, site design, and are incorporated into the PUD District adopted for the subject property. 3. The Developer shall execute the Plat and PUD Development Contract for Twin Pines First Addition, providing for the terms and conditions for the development. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the amended document titled "Development Contract and Planned Unit Development for Twin Pines First Addition" with assignment of the specific terms and conditions for public improvements , including the transfer of the contract to Apartments Monticello LLC, and the specific terms and conditions for plat and PUD development, is hereby approved. ADOPTED this 24th day of October, 2022, by the City Council of the City of Monticello, Minnesota. ler11111*115 Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL Z 2 Lloyd Hilgart, Mayor Request for Rezoning to PUD, Development Stage PUD and Preliminary Plat Outlot A, Monticello Business Center 6th Addition 1155221000010 1 182 ft�ftt r I d mow• ST Created by: City of Monticello October 6, 2022 VIA EMAIL City of Monticello Attn: Angela Shumann Community Development Director 505 Walnut Street Monticello, MN 55362 Re: Twin Pines First Addition Greetings: 16121337-6100 '. 632133M591 t Washington Ave . 1 Suite 1300 SIEGEL BRILL PAATTORNEYS AT LAIVY email: We represent Apartments Monticello LLC ("Developer"), the potential buyer and developer of certain property located on the parcel to be platted as Lot 1, Block 1, Twin Pines First Addition, Wright County, Minnesota (the "Development Property"). Developer intends to develop the Development Property as a multi -family apartment building containing approximately 93 units. Developer requests that the currently drafted Development Contract and Planned Unit Development enclosed herewith between Kjellberg's Inc. and the City of Monticello, be transferred to Apartments Monticello LLC, a Minnesota limited liability company (i.e. revised to Apartments Monticello LLC be 'named as the "Developer" in the Development Contract and Planned Unit Development). Please have this transfer added to the agenda on the next City Council meeting for approval. Let me know if anything else is needed to do so. Page 2 Very truly yours, t" Joshua B. Grossman Attorney (612) 337-61341 Direct j oshgrossman Li�sieg;elbrill.com Enclosure Cc (via email): Vishall Dutt: vishalwenturemortgaae.com Tony Gleekel: tonygleekel(cr�,�siegelbrill.com Acknowledgment Approved and acknowledged this jol*'day of October, 2022. Kjellberg's Inc., a Minnesota corporation By: So % tv\LaxA0 Its: !'FIRM OROUN� architecture I planning I interior design "Your well-built project begins and endures on Firm Ground" October 13, 2022 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite Monticello, MN 55362 Dear Angela, For your review are Firm Ground's PUD Adjustment application items for the property described in the attached Land Use Application form. These responses have been reviewed and updated from the applicant's PUD final approval phase completed in February 2022 Owner and applicant: Apartments Monticello, LLC Vishal Dutt 900 American Blvd East, Suite 300 Bloomington, MN 55420 Phone: 651-206-4087 Email: Vishal(c venturemortgage.com Architecture (Firm Ground Architects) Ryne Nichols 275 Market Street, Suite 368 Minneapolis, MN 55405 Phone: 612-819-1835 Email: rnichols(&,,firmgroundae.com Civil Engineer & Surveyor Civil Site Group Patrick Sarver 5000 Glenwood Avenue Golden Valley, MN 55422 Phone: 612-615-0060 Email: psarver&civilsitegroup.com • Project Narrative The applicant seeks to expand the total unit count from 93, as originally approved via the PUD in February 2022, to 96 total units now via the PUD adjustment process. When the new ownership group Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design took over the development process, reworking the unit count to 96 was instrumental to their proforma working. The design intent of the building and site as a whole has remain largely the same with the exception of minor refinements as the architectural team has worked through Construction Documents in the last three months. A list of these minor changes/refinements is below: 1. The change in unit mix was as follows: the elimination of (3) 3 -bedroom units to be replaced with (6) 1 -bedroom units for a net gain of 3 units (new total of 96). The original PUD agreement in place required that we have 1 parking stall per unit- this requirement is still satisfied since we actually have fewer bedrooms than before. 2. Entry canopy has been developed further in coordination with our structural engineer. The canopy now protrudes approximately 10'-6" from face of building (changed from just under 20' as previously shown) 3. Windows have shuffled around as we've finalized unit layouts and locations but the design language remains the same 4. Building stories and parapet height have been revised slightly based on structural framing input since PUD approvals, original design intent is still present. The minor adjustment shall not: o Eliminate, diminish or be disruptive to the preservation and protection of sensitive site features. ■ Confirmed, adjustment does not affect site layout o Eliminate, diminish or compromise the high quality of site planning, design, landscaping or building materials. ■ Confirmed, adjustment does not affect site design or high quality building design o Alter significantly the location of buildings, parking areas or roads ■ Confirmed, site layout and circulation remains the same o Increase or decrease the number of residential dwelling units by more than five percent. ■ Confirmed, we are only proposing an approximate 3% unit increase o Increase the gross floor area of non-residential buildings by more than three percent or increase the gross floor area of any individual building by more than five percent ■ Confirmed, building size remains the same o Increase the number of stories of any building. Confirmed, building remains the same number of stories o Decrease the amount of open space or alter it in such a way as to change its original design or intend function or use ■ Confirmed, open space on site remains the same o Create non-compliance with any condition attached to the approval of the Final PUD Plan. ■ Confirmed, the concern about parking ratio that was part of the original approved PUD is still being met, largely in part because we've actually decreased bedroom count by 3, thus keeping the original approved ratio intact. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com 50 25 0 25 50 100 NONNI SCALE IN FEET SCALE: 1 INCH = 50 FEET Basis of Bearings: The Southeasterly line of OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION is assumed to bear South 160 10' 37" West. 0 Denotes a Found Iron Monument O Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565" VICINITY MAP ,AN SEC. 14 - T121 - R25 TWIN PINES FIRST ADDITION l L 4 NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 12 12 04 --------J I`----�---- NOT TO SCALE Being 12 feet in width when adjoining lot lines, unless otherwise indicated, as shown on the plat. 6gp�0ZO'' \ \ � 3S 28 r— n ♦•� I I ./ I I S L— �� ./ r, L — \♦, L— I /\ I I —I� � � Cg,C'z2� J � S>2 000" 94 --- R�z 04'43 4,6 3 0 00 F I� z c On co KNOW ALL PERSONS BY THESE PRESENTS: That Apartments Monticello LLC, a Minnesota limited liability company, fee owner of the following described property: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and platted as TWIN PINES FIRST ADDITION and does hereby dedicate to the public, for public use, the drainage and utility easements created by this plat. In witness whereof said Apartments Monticello LLC, a Minnesota limited liability company, has cause these presents to be signed by its proper officer this day of 20 APARTMENTS MONTICELLO LLC (Signature) (Printed Name) (Title) Cor STATE OF COUNTY OF Nanher Falls - ole. No or set. Found This instrument was acknowledged before me this day of 20 by the Apartments Monticello LLC, a Minnesota limited liability company, on behalf of the company. a 0 _ N Notary Public, Signature Non m/tnt s Notary Public My Commission Expires: Notary Printed Name County of SURVEYORS CERTIFICATE I Rory L. Sysntelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: Notary Public, Signature Notary Printed Name Notary Public County, r\ L CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota did hereby review and approve this plat of TWIN PINES FIRST ADDITION. City of Monticello Planning Commission By Chairperson By Secretary CITY COUNCIL, CITY OF MONTICELLO, STATE OF MINNESOTA This plat of TWIN PINES FIRST 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. By , Mayor By , City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable for the year 20 272.12, there are no delinquent taxes and transfer entered this day of 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 at o'clock M. and was duly recorded in Cabinet No. Wright County Recorder on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section . 20 day of Sleeve , 20 as Document Number CROURO OAO�(_P�) MONTIC LLO, MINNESOTA ISSUED FOR: PROGRESS SET `Sherwin-Williams PPlebee's Grill + Bar } Paint S/ttoore am 25 to � Chia Buffet .j Aspen Dental Buffalo Wild Wings � I r' r J SITE LOCATION MAP AlN ARCHITECT: FIRM GROUND 275 MARKET STREET, STE. 368 MINNEAPOLIS, MN 55405 PHONE: 612-819-1835 WWW.FIRMGROUNDAE.COM 111016A1 9 q ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 SURVEYOR: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 GEOTECHNICAL ENGINEER: TBD Alai Dollar Tree Walmart Bakery ` ft% j school Blvd Monticello Pet H�(Pita] a� Walmart Supercenter 4►'i'r"tl, X17 School Burd Mire en Belinda10 van Beek T SITE LOCATION DEVELOPER / PROPERTY OWNER: Owner of record: Kirk Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kjellbergspark@gmail.com Owner's Business Partner Angie Wehmhoff 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-272-3387 Email: angiewehmhoff@hotmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haas@kwcommercial.com Know what's below. Call before you dig. SHEETINDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET 4 SITE SURVEY C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 a SITE LOCATION DEVELOPER / PROPERTY OWNER: Owner of record: Kirk Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kjellbergspark@gmail.com Owner's Business Partner Angie Wehmhoff 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-272-3387 Email: angiewehmhoff@hotmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haas@kwcommercial.com Know what's below. Call before you dig. SHEETINDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET V1.0 SITE SURVEY C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS 1-1.0 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS 0 0 0 Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) N Q0 (y) L0 J LU O G J m O O U 07 z 0 N CD M L0 L0 Z 00 6L LU W Z 2 J W a_ LLJm LUJ J Y O O O T— I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE I DESCRIPTION TITLE SHEET J Como 10/7/2022 3:40:25 PM © COPYRIGHT CIVIL SITE GROUP IK \96¢92 \ ' C 6 ocq 9s810 ssss3ss33 O Ub//C R`/ C` 96552 I I ' c� A� 965 , I R 94 9M 1 rn 04 0 Z'S -4 e l < / c, / 1 9 2 SA l SkN 659 a 6¢'66 GU'9646> � 8 �93J9(R 1 / 966 / 0 1 g64 I 1 acorory� / /- i............ ............. y� ............. o h ,� T ............. t /' L ,,. L _ L _ / ,{- s,<,�uA ro `D oh aM TC_96 1 1 �/ / r 1 rR _ ��. T' hGa��o � " .965.68 -Corner x_962.8323 ................... v !\8� / O I09ress�g frill /h M f / / �• et, �F9r / u'.. 96435 963,80----- (101 63. O e 1 C S N ..........: / M o N \ lr ......... / / \ �/ fI Io A1I Sasem / �^ 1 I 96(q. �_ _ ' S _ 1 . ................ 6y��s32joent („ �� e9S 3StO a0•us�. p'o ��_/ �O —Side / -42:. ~\$2y pl I cJ' ti� s'� ^' ^v`.. = 65. 6... O�� / Doc. 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L . , , / . , / r I (/ ( �X / / 9\ X ' r ' ' X4 \ X4�g9 / I X463, J/ I ST 0 o<� 6i � I X ll � ` 5S�R =Z 1 �X 454 4546v� .564 0 , 4' �R/lZ r ' ��X ��"� � X462 \ � 41, SP 25 X �3 15 X 95957 J 46\ h5 X �� X 962 �X 4'J A Z 4 "5h 1 6 4 R -g6317' .� JJ 64 4546, \ \ X 4 \ 4 SPR/ Z/ . / / X 4h4. \ \ ® Rim --963.73 /� \gb' T gab Qh, \ Oy� X 44\ �'5 2y04L�C x g \ X qct \9 / \� \ \ 6' X o N& Oyu V \ \I 6 g04ox�� / e X SMH $ Rim 959.77// X9g5 O V--958,71 Inv X 45A V V 5o.a5 DESCRIPTION OF PROPERTY SURVEYED Parcel 1: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Abstract Property Parcel 2: Non-exclusive easement for ingress and egress as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12, 2011, reorded January 26, 2012, as Document No. A1193270. ALTA/NSPS Land Title Survey Notes (numbered per Table A) 1. Bearings are based on the Wright County Coordinate System (1986 Adjustment). 2. Site Address: 4134 School Blvd Monticello MN 55362. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 270534 0015 B, effective date of August 4, 1988. 4. The Gross land area is 196,028 +/- square feet or 45.002 +/- acres. 5. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on School Blvd, having an elevation of 968.10. As shown hereon. 6. The current Zoning for the subject property was not provided. Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 9. The number of parking stalls on this site are as follows: 68 Regular + 4 Handicap = 72Total Parking Stalls. 11. We have shown the location of utilities to the best of our abilitybased on observed evidence together with evidence from the following sources: plans obtained from utility 9 9 P Y companies, Plans provided by client markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lackingexcavation the exact location of underground features cannot be accurate) completely and reliably depicted. Where additional or more detailed 9 Y, p Y Y P information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Wright County GIS. SURVEY REPORT 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Servion Commercial Title, as agent for Old Republic National Title Insurance Company, File No. 059394, dated October 14, 2019. We note the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no.'s 1-9, 12, 14, 16 and 17 are not survey related. b. The following are numbered per the referenced title Commitment: 10. Terms, conditions, obligations and easement for ingress and egress purposes as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12 2011 recorded Januar 26 2012 as Document No. A1193270. As shown heron over the middle portion ofproperty. / Y P J 11. Drainage and utility easement as shown on the recorded plat of Monticello Business Center Sixth Addition. As shown hereon over all of Outlaot A and part of Lot 1. 13. Storm drainage easement for in favor of the City of Monticello as contained in Quit Claim Deed recorded April 28, 1997, as Document No. 616770. This easement does not appear to affect subject property. 15. Terms and conditions of and easement for public sidewalk purposes in favor of the City of Monticello as contained in Grant of Permanent Easement dated June 12, 2006, recorded June 28, 2006, as Document No. A1015455. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A] Storm information shown in the undeveloped area was taken from a site utility plan prepared by Anderson Engineering of Minnesota, LLC, dayed June 4, 2007. ALTA CERTIFICATION To: Firm Ground: This is to certify that thi ap or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly ed and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 8, 9, 11, and 13 of Table A thereof. The field work was completed on 10-08-2019. Dated this t of October, 2019. Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com N 50 25 0 25 50 100 SCALE IN FEET L0 O It I0 I0 Z O N a) O C L a Co O M L a) LL v/ N CU LO ti N W I— Z W d U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 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 NESOTA. RORY L. S STELIEN DATE 10-11-19 LICENSE NO. 44565 VICINITY MAP REVISION SUMMARY ALTA/NSPS LAND I TITLE SURVEY V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. Linetype & Symbol Legend FO— FIBER OPTIC --Cy-- SIGN ❑A AIR CONDITIONER N co M Qu UTILITY MANHOLE Z GAS GASMAIN � W O ® BOLLARD QS S SANITARY MANHOLE WATERMAIN U © ELECTRIC MANHOLE > SANITARY SEWER sT STORM MANHOLE STORM SEWER ® CATCH BASIN o-" FLAG POLE >> OHu OVERHEAD UTILITIES d FLARED END SECTION ® ROOF DRAIN TEL TELEPHONE LINE GAS VALVE ❑r TELEPHONE BOX ELE ELECTRIC LINE �T TELEPHONE MANHOLE �` HANDICAP SYMBOL CTV CABLE LINE x CHAINLINK FENCELINE ® ELECTRIC TRANSFORMER HYDRANT WOODEN FENCELINE ® TRAFFIC SIGNAL WATER MANHOLE oO— GUARDRAIL © CABLE TV BOX g WATER VALVE d CONCRETE SURFACE OE ELECTRICAL METER -a POWER POLE © GUY WIRE PAVER SURFACE GAS METER �17 BITUMINOUS SURFACE O SET IRON MONUMENT 0 DECIDUOUS TREE G CAST IRON MONUMENT GRAVEL/LANDSCAPE SURFACE L0 O It I0 I0 Z O N a) O C L a Co O M L a) LL v/ N CU LO ti N W I— Z W d U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 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 NESOTA. RORY L. S STELIEN DATE 10-11-19 LICENSE NO. 44565 VICINITY MAP REVISION SUMMARY ALTA/NSPS LAND I TITLE SURVEY V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. N co M L0 ■ Z C) � W O s= CO G O U L0 O It I0 I0 Z O N a) O C L a Co O M L a) LL v/ N CU LO ti N W I— Z W d U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 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 NESOTA. RORY L. S STELIEN DATE 10-11-19 LICENSE NO. 44565 VICINITY MAP REVISION SUMMARY ALTA/NSPS LAND I TITLE SURVEY V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. rroperTy Haaress / -° / 4/ / / - �_ / /,65 SAN � , �\9520o Uf / 9320 CEDAR STa�ITT M ONTI CELLO°��a / / ss $ �SAN g0,00 1 VVI Q / c / l \ / l 0 , co tv- LAi ohyy v co 9 66 7Nq= / T / C) // CRA e /pp ' 96I.16 / // 0?i - ti l �� l- Cr CJ u ^� i� v 0) / PQ 44;0. 4;95gse - r: ' ko �M" REMOVE EXISTING PAV / �� // ° / �,% o AND BASE MATERIAL A I I / PARKING SIGNS, TYP. MAILBOX. REMOVE & I10 RELOCATE. COORDIN TEI 01 WITH OWNER. I / / Parce L, TRdS ENC OS �/ 15514 / / REMOVE EXISTING � 3 CO R qtm=ssa.oj PAVEMENT s>o & EL / I 967.40 i I I REMOVE EXISTING REMOVE EXISTING 966.72 `l % ., Fn HYDRANT CURB AND C�O$U I yI °' I Xgj�6 GUTTER, TYP. REMOVE EXISTING I �j / 1 / HYDRANT ,-•� / / i / , 1 O�a / 3" OAK Z EXISTING TREES TO a a / i o / 1 REMAIN, PROVIDE i l j 90�p2 / ' / TREE PROTECTION REMOVE EXISTING / x ( ( / ;' FENCING, TYP. X 90 X °65 J V 8" Pm Z / �6/ / / STORM PIPE � 1 I / /X 9oi X 90 / °) / n /l r-- i i` r- n l -l- r !,<l l- - l l- - l \ l l h - )- / 6" SPR Z y 1 I c8R �» Ll/l V LL- l V I L- I I / I 7" PIN Z - � � 96 ' a6 .92 X 5" �111 l Z REMOVE EXISTING TREE / 1111010 // ,�� // 4� v` I & BALL ROOT, TYP. CONSTRU vfION LIMIT a8 1 1 4" BAS Z 1 x 96� / / V 4r (o l l I I rn / / 6° BAS Z I X966 (/ P ainage /bnd Utility, -Easement Over y962 s" SPA z / (All of 0/tlot A OPlat 11 /� /Cer CBR m=963.03 / x 4" MAP Z REMOVE EXISTING / 6/ sPR z / / sMN CATCH BASIN i I/ l�� =ssa.ao 0)I I I x962 �' / / I Rim=963.44 „ -,- 1 I N Ver 25- (0 6" SPR Z / S 96z7b� I Oa 11 1\ 11 // // Q X 0�;0 5" SPR Z AIN / / I I I I x 6 1 I I \ v 96 gg � o JJ 9 1NH- / I I \ \ I I \ x 5" SPR Z 5" SPR Z H X9o\ \ \ \ \ X901\6,g 6 5 // m X9 REMOVE EXISTING rn I I,bb STORM PIPE / s / i \ 1 j / 5" R Z 965 I ' 1 --- x l 1 5" SPR / 4) 964 --- -�/ /' �' // // � X i / 5"/SPR Z / � / ' ' ^ ' / - - 963 / X l l- -1 1 / 1 / / / / / // l l l / \ / 1 15" S¢R Z / / / / / / ' n ---- / i1 �/ l i � l l / i -I L/ L/ l y l �/ l v �/I// 7 --------- 0 / x oo- 962 i / / 1 1 ----------- 961--_/ / / I I / / v J / ,, X 9005 1 90 1 I 5/ SPR Z' / / / 4. i 4. 7 / n 4. \0 x v \� \\ \\ 5" SPR Z / / I I \`' g598` x \ �� \ / I I I I I I REMOVE EXISTING TREE 190j 0 I I I & BALL ROOT, TYP. REMOVE EXISTING �I I 1\4" sPIR z II \ CATCH BASIN / I/ \ oz5x�v ► \ I � \V j ��j�� �, REMOVE EXISTING/4" $PR Z 1 STORM PIPE / / I CBR'/)(�/ / // j I I¢� Rim=963./1 4"SPR Z/ \\\ EXISTING CATCH BASIN Rim=963.73 / `\ TO REMAIN, PROTECT X 5y FROM DAMAGE \ EXISTING STORM PIPE F-958.33 TO REMAIN, PROTECT I J2 902i / f // X90 9 FROM DAMAGE / REMOVAL NOTES: 1. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 2. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 3. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 4. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 5. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 6. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 7. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 8. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 9. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 10. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 11. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 12. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 13. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 14. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 15. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 16. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. CITY OF MONTICELLO REMOVAL NOTES: 1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 REMOVALS LEGEND: -------- -_--------- EX. 1' CONTOUR ELEVATION INTERVAL Fz,=7ZH] REMOVAL OF PVEMET AND ALLASE INCLUDING BITACONC.,AND GRAVEL PVMTSERIAL, REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS 0� 0 ° Alpokhl Know what's below. 1" = 30'-0" Callbefore you dig. 15'-0" 0 30'-0" 10/7/2022 3:40:52 PM CROVRO sao�e C7 m \o M p Civil Engineering - Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk GROUNE) Cl) z LU a am a 0 J J W U LLI 0 H Z ,O N CO (y) L0 J LUU Z J m O vJ'U'^^ N CO M L0 L0 00 LU IlI Z J W a_ LLJm J J LUO O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION REMOVALS PLAN C1 0 ■ COPYRIGHT CIVIL SITE GROUP INC. 'SillP�� a d� ,' ^ SEE RJRTF W ONNECTION VIEW Ozs AN ALL PARKING AREAS WILL \�s� ' H1H � �; BE COVERED BY ASSUMED °s s �120.p R'm$gs4.sr a a°' d [ �• 4sF� MATCH EXISTING�'� \mss 96,86 ' IAATCH EXISII�6s33g(RJ V , a ^ 4 ; `/ \` / PVMT, TYP. 3 S4N CROSS ACCESS PARKING TYP. 4 / / s� , os(R % -- ` � / J ° o.00 EASEMENT AGREEMENT. 3"W / %Z, Corn4 er pin M 96 so 964.35 a a / / 1� ° °i ° ° • / • 0 'L / °^ 966.1 X X J z E o OPERATIONAL NOTES: ��� S CONC. WALK,/ g / i ; 'v C I / y �;;% p v SNOW REMOVAL: M TYP, © % % o 'I D .0 ,', � ALL SNOW SHALL BE PUSHED TO LANDSCAPED y 441 AREA. / TRASH REMOVAL: ^i / RH O� �v Q 8MH 4" LOC / $" Rim=86501 `/� 4 d / S �"' TRASH REMOVAL SHALL OCCUR AT THE EXISTING Inwg52.00 � ^-NMATCHz3EXwI / ^^ � . TRASH ENCLOSURE AREAS, COORDINATE WITH 0P3�J�bP. PROPERTY MANAGEMENT. 963 ^ si �CRge\ DELIVERIES: 1= \ /�_/6.16 Rlm 9, 4 m ^CO / / s DELIVERIES SHALL OCCUR AT THE MAILROOM(S), % % o 1" = 40'-0" %qj COORDINATE WITH PROPERTY MANAGEMENT. 4 O / (� v C.J !L 0 40-0 / % BT EXISTING / % /� Q VEHICLE MANEUVERS: c / m �dPVMT, TYP. R • /n�9sojo �M FIRE TRUCK ACCESS IS MAINTAINED THROUGHOUT /o NORTH SIDEWALK CONNECTION / \ 4 4 -STONE �ss9g "j / / % THE SITE. IT IS ABLE TO ENTER THE PROPERTY 1 4%%�_�INI-COLUMN e -` / a \�!/ /� FROM THE STREET, DRIVE THROUGH ALL THE - o PARKING LOOP, AND RETURN TO THE STREET. o�� he ^ / TRASH TRUCK IS ABLE TO ENTER FROM STREET, B612 C&G, TYP. / ^ / / �/ ATCH EXISTING = DRIVE INTO NEW PARKING AREA, AND REVERSE % VMT, TYP. / Q DOWN THE DRIVE RAMP TOWARD THE GARAGE. v MATCH EXISTING / / , % C&G, TYP. / Parcel ID caR o TYP PVMT., ^ ADO H ` 15 514 7 0 C � I N RIm=964.06 4-STON N o MINI -COLLI S. 3,D- R3 cc TRASH ENCLOSURE, SEE ARCH. GO 0 EXIT - BBO C - I P� co o R5. o ti ��o w @ 9STq �S \ ! N /� 90, o 450' 3' CURB TAPER o/ / (10JSTq SPECIALTY 0 C R50 << PAVEMENT �- s� 0 o' o w o -To R2 o �C-) » \ RIBBON CURB ;' � " 0 ��0`` / ko / 6' / T.Q \ ' i V 956 i(Racor J \ R 17. � R3.0 � de / CONC. WALK, �j�S co 20' CURB TAPER ,, / TYP. ® Tq<<S J �Q (2) CONC. STEPS, SEE GRADING h @91c CONSTRUCTION LIMITS / '41 630' THICKENED EDGE CONIC STOOP 17.5' CURB TAPER / Q d /3( / /ft q p �: 0.9., tl 'a iso / T sss.ls A / o #`_Z, rdyJ9g(Sf /\ � ,71'i SAfH \ css ?0,00 � 5 \ S.6g `0 'nE 96 {% 3" LOC SA1H O C o ryy Ing 952.00f so. SA > m SAIH Z3 �� s3 3p zoo 4g(w) w , (Ply Rec°rd3J / O � o � '\mow 0 sss s � R/� \ o 95 lnvz $49 o' 95$8(Re co/•dsJ / O i /Z = Parcel ID 155147000010 J, lM ... 1", 78 " z I I sw, �Rim_g63.80 / °� S Inv over 25• deep (H 5 E 00 v11 ' - 2 0' / RIBBON CURB ;' 20.0/ 4 $0, X30 TURNING MOVEMENT ACCESSIBLE PARKING 0 20,0/ 25-0" 0 50-0 SPACE, INCL. SIGNAGE, . � - SITfM/LAYOUT NOTES: STRIPING AND RAMPS 4 jjO B612 C&G / 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, fall in_A_11 SITE AREA TABLE: / / 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SITE AREA CALCULATIONS / / / / / 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. EXISTING CONDITION PROPOSED CONDITION ` / / / SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. BUILDING COVERAGE 13,843 SF 7.1% 42,813 SF 21.8% 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. � ` � / l HC =ACCESSIBLE SIGN ALL PAVEMENTS 40,220 SF 20.5% 80,144 SF 40.9% ` \ / 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. %" NP = NO PARKING FIRE LANE ALL NON -PAVEMENTS 141,965 SF 72.4% 73,071 SF 37.3% \ _ - /ST = STOP INFILTRATION BASIN 1 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. \ / BOT=954.33 CP = COMPACT CAR PARKING ONLY _ TOTAL SITE AREA 196,028 SF 100.0% 196,028 SF 100.0% \ i / TOP=957.33 C n EOF=958.33 0 JI IMPERVIOUS SURFACE I 100 -YR HWL=957.70 N o F= 58.33 / VOL=(954.33-956.13)=11,383 CF CITY OF MONTICELLO SITE SPECIFIC NOTES: EXISTING CONDITION 54,063 SF 27.6/ I `/ VOL=(956.13-957.33)=20,897 CF 1. RESERVED FOR CITY SPECIFIC NOTES. Know what's below. V = 30'-0" PROPOSED CONDITION 122,957 SF 62.7% DIFFERENCE (EX. VS PROP.) 68,894 SF 35.1% I Call before you dig. 15'-0" 0 30'-0" 10/7/2022 3:41:07 PM CROURO SRO�e C7 m OO \ p Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 l�. FIRM C3ROUN0 -_ - - n �J i n e e r s G0 FM z W00N LO 2 N LO Z LO LOFM LnO Z J 2 O� LU U Q J W _ a J m~ U J O Q F J ZO W Y O �a J > J m W o �m V o 2 J LU WP: Y O O Zr o U LLI O d I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma thew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP I PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SITE PLAN C200 COPYRIGHT CIVIL SITE GROUP INC. RET. WALL W/ FENCING, TYP. TYP / LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS �" �✓ RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO SITE PLAN LEGEND: co / LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE 8360 ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. LIGHT DUTY BITUMINOUS PAVEMENT. SEE � B .PVMT., , TYP ��Q / 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. GEOTECHNICAL REPORT FOR AGGREGATE BASE & _ / � ss7.so 967 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. WEAR COURSE DEPTH, SEE DEATIL. / - Ll 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS SPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BID REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. FOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONS \ OUTDOOR 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE OF BASE MATERIAL AND OTHER NECESSARY COMPONENTS. o / FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. N AMENITY � _, 1. STAMPED &COLORED CONCRETE 1l SPACE / / 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO 2. CONCRETE PAVERS BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. MAKERS, COLORS, MODELS, & PATTERN TO BE 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT INCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TO CONSTRUCTION. PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. & CONCRETE DEPTHS, SEE DETAIL. 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF - - PROPERTY LINE 0 / / RET. WALL / CROSSWALK SHALL BE S WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL M M M M M CONSTRUCTION LIMITS GOVERNING BODIES. 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. _______ CURB AND GUTTER -SEE NOTES ( TIP OUT GUTTER WHERE APPLICABLE -SEE PLAN 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES NUMBERS AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. SITE AREA TABLE: / / 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SITE AREA CALCULATIONS / / / / / 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. EXISTING CONDITION PROPOSED CONDITION ` / / / SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. BUILDING COVERAGE 13,843 SF 7.1% 42,813 SF 21.8% 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. � ` � / l HC =ACCESSIBLE SIGN ALL PAVEMENTS 40,220 SF 20.5% 80,144 SF 40.9% ` \ / 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. %" NP = NO PARKING FIRE LANE ALL NON -PAVEMENTS 141,965 SF 72.4% 73,071 SF 37.3% \ _ - /ST = STOP INFILTRATION BASIN 1 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. \ / BOT=954.33 CP = COMPACT CAR PARKING ONLY _ TOTAL SITE AREA 196,028 SF 100.0% 196,028 SF 100.0% \ i / TOP=957.33 C n EOF=958.33 0 JI IMPERVIOUS SURFACE I 100 -YR HWL=957.70 N o F= 58.33 / VOL=(954.33-956.13)=11,383 CF CITY OF MONTICELLO SITE SPECIFIC NOTES: EXISTING CONDITION 54,063 SF 27.6/ I `/ VOL=(956.13-957.33)=20,897 CF 1. RESERVED FOR CITY SPECIFIC NOTES. Know what's below. V = 30'-0" PROPOSED CONDITION 122,957 SF 62.7% DIFFERENCE (EX. VS PROP.) 68,894 SF 35.1% I Call before you dig. 15'-0" 0 30'-0" 10/7/2022 3:41:07 PM CROURO SRO�e C7 m OO \ p Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 l�. FIRM C3ROUN0 -_ - - n �J i n e e r s G0 FM z W00N LO 2 N LO Z LO LOFM LnO Z J 2 O� LU U Q J W _ a J m~ U J O Q F J ZO W Y O �a J > J m W o �m V o 2 J LU WP: Y O O Zr o U LLI O d I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma thew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP I PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SITE PLAN C200 COPYRIGHT CIVIL SITE GROUP INC. ;d / a c u a°d d TNY= / 96.16 / / H TC /vv / 967.40 MATCH / 966.72 I CONSTRUCTION LIMITS vy94 MA H VV a / , VV � Ash / 962.52 g63 MATCH / / / tl / / / / / � I I I I I I I I I I I / I o 96 77 M / Ito-,"\ C15R Rim,95 invg�BiRe�ords SMH Rim.963.80 inv over 25. deep (M S, E ,v.iii� F / ..,n-96 / 62.75 1 1 970.83 959.81 966.53 / 964.44 0 / - 2p / / 1 969.62 g 959.83 / MATCH I/ / 964.27 =x 969.59BW DOOR 959.55 / TNH-// 1 `� F 970.83 �`` 959.46 V. / TTER / MATCH 967.$0 969.50 7 959)66 / 1 970.52 95fb 34 969.50 yl' 959.21 ` �z. 969.38 /962.24 „ 959.81 CURB CUT \ sso 64.06 / MATCH/ / / \ \ 6> I 959.29 ATCHFil \ 15 x96 \ 9 969.9 970.83 DOOR 959.33 ` 966.19 970.25TSr / 1 969.636S / 958.50 962.00 \\ `\ / /9 65 96> �O ° '6 \ '0 64.67 966 g�2 % �✓ 9 y5� �� ,/ 969.70 f / 957.33TOP / / 954.33BOT 962.55 �r0 ' / ssz.st to - - / MACH` 961 \\ 964 .18 9046 9 959.33 62.00 4.60 � 967.39 / c�X 0 3 / �� I / 962.35 MATCH ` \ 962 �96 1 966.00 / 959.83 9669 / / °' 960.00TWMATCH - \k ��, \ / J DOOR m`O / I I // / 957.50BW g 9ha� `\ x ___-960.17 MATCH I i 9596 I X961.75 ��6a.7, BERAd' 961.26 MATCH 962.02 MATCH 961.97 - MATCH 958.33- EOF 961.75 MATCH 961.32 MATCH \ \ \\ MATCH :7, - M. AN, ATCI AL \---� 95 s � j INPILTRA3I0N BASIN 1 BOT=,984.33 957.33 -sss EOF=958:33, 1007YR HWL=957.70 mosso 958.50 V/.6L=(954.33-956.13)=11,383 CF 960.6OL=,(956.13-957.33)=20,897 CF MATCH 0.49 / 62.25 MATCH / ATC�i/ / /x9 \ 5977 / // X9h52o %"7 / / / / / EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 CITY OF MONTICELLO GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. GENERAL GRADING NOTES: 1. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 2. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 3. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 4. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 5. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 6. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 7. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 11. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 13. TOLERANCES 13.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 13.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 13.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 14. MAINTENANCE 14.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 14.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GRADING PLAN LEGEND: -- 1125-- EX. T CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL 41.26 SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) 891.00 G SPOT GRADE ELEVATION GUTTER 891.00 TC SPOT GRADE ELEVATION TOP OF CURB 891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS 891.00 ME SPOT GRADE ELEVATION MATCH EXISTING -------------------- GB GRADE BREAK - HIGH POINTS CURB AND GUTTER (T.0 = TIP OUT) EMERGENCY OVERFLOW EOF=1135.52 0 �O Know what's below. 0111 before you dig Ag�l 1 " = 30'-0" 15'-0" 0 AQ,' 29" / 22 3:41:14 PM CROUHO SRO�e o7 m Oo \ p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk GROUNE) U W O D' d Cl) FM z LU 2FM a am III 0 J J W (m) FM Z O 2 N CO L0 O J LU O J m O 'U'^^ vJ N CO M L0 L0 CZ G 00 6L LU Wc) Z J p J LU Y Q LU m J LUO 0 T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION GRADING PLAN ■ COPYRIGHT CIVIL SITE GROUP IK SAN MH 1 CONSTRUCT OVER EXISTING SANITARY SEWER STUB RIM=966.35 EX IE STUB (NE)=959.77(AB) (FIELD VERIFY) PROP IE (SW)=959.87 COORDINATE WITH CITY / FIELD VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION/ /\cc CBR Rim=964.06 / � ILITY OSSING i AN IE=960.89 IE=958.23 / C 24 / /1RI 67.65 IE=958.40 111 LF 8" SCH.40 PVC i SANITARY SERVICE @ 2.00% / / / ILITY CROSSING, ;o / MAINTAIN 18" SEPARATION, 4" RIGID INSULATION / / CONSTRU TION LIMIT / / STUB SANITARY TO 5' Oe / / FROM BUILDING IE @ STUB=962.09 / COORD. W/MECH'L / MECHANICAL TO COORDINATE / i COORDINATE STUBS FOR STORM PUMPI / IRRIGATION SYSTEM. MECHANICAL I / / CONTROL SYSTEM(S), PRIOR TO COf 1� ELECTRICAL, AND SUPPLY / / TO BE INSTALLED IN MECH. ROOM. / ALL FINAL UTILITY SIZES, J MATERIALS, LOCATION, AND CONNECTIONS TO BE T"" VERIFIED BY A MECHANICAL 967.6 ENGINEER AND ',-47*%L / COORDINATED WITH CIVIL / PRIOR TO CONSTRUCTION. / JEASEMENT LINES AREA DRAIN X RI M=961.42 I E=957.62 132 LF 12" HDPE STORM @ 1.00% RECONFIGURE EX CBMH TO OS 0S1 CASTING R-4342 PROP. RIM=956.13 EX IE(S)=951.78 (FIELD VERIFY) SANITARY SEWER AND STORM SEWER PLAN CITY OF MONTICELLO UTILITY NOTES: �OF=958.33 � I � I � I I 1 / 1. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 4. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5 FEET. 2. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND 5. THE CITY WILL REQUIRE TELEVISING FOR SANITARY SEWER PIPE INSTALLATIONS PRIOR OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE TO ACCEPTING A WARRANT FOR THE UTILITY SYSTEM PROVIDE REPORT AND VIDEO FULLY RESPONSIBLE FOR CHANGED OR MODIFICATIONS REQUIRED DURING FILES 0 THE CITY FOR REVIEW. CONSTRUCTION TO MEET THE CITY'S STANDARDS. 3. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE DONE IN ACCORDANCE WITH 6. RIPRAP SHALL BE GROUTED PER CITY SPECIFICATIONS. THE CITY OF MONITCELLO STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST ca)? Rim lnvcg�BiRecorde CBMH 22 RIM=961.59 IE=956.52 SUMP=952.52 ', deep(,SE 76 LF 21" HDPE STORM @ 2.00% WATERMAIN LOOP, HYDRANT, & SERVICE AI , , / < / / V GENERAL UTILITY NOTES: INFILTRATION BASIN 1 DIRECTION OF THE OWNER. REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING BOT=954.33 RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. TOP=957.33 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA EOF=958.33 C110, AWWA C153 UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 100 -YR HWL=957.70 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. VOL=(954.33-956.13)=11,383 CF ASTM D1785,2665, ASTM F794,1866) UNLESS OTHERWISE NOTED. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT VOL=(956.13-957.33)=20,897 CF (CROUHO SRO�e C7 m Oo M p Civil Engineering • Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota N co (y) L0 J LUU Z J m 00 U C7 N M L0 L0 00 6L W Ill Z J W a_ W m J LUO O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS INSTALLATION OF UTILITIES. NUNLESS OTHERWISE NOTED. 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END PLANS TO ENGINEER UPON COMPLETION OF WORK. 1" - 30'-0" SECTION. 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO 15' 0" 0 30'-0" MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION DRAWN BY: WB, JS REVIEWED BY: MP 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS PROJECT NUMBER: 19332 IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO 1109.0. NOT REFLECT SUMPED ELEVATIONS. REVISION SUMMARY 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE UTILITY LEGEND: DATE DESCRIPTION NOTED. MANHOLE 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. CATCH BASIN 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. GATE VALVE AND VALVE BOX EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. PROPOSED FIRE HYDRANT UTILITY PLAN 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS I WATER MAIN 0 REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 0 a SANITARY SEWER ` 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND STORM SEWER COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. %% Know what's b@IOW. FES AND RIP RAP Call before you dig. 011P C400 10/7/2022 3:41:24 PM © COPYRIGHT CIVIL SITE GROUP INC. 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. 4. 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY DRAWINGS. NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE ADJACENT CONTRACTORS AND CITY STAFF. CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. g 3.� DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. PERMITTED WITHOUT APPROVAL BY THE CITY. 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE INFILTRATION BASIN 1 DIRECTION OF THE OWNER. REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING BOT=954.33 RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. TOP=957.33 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA EOF=958.33 C110, AWWA C153 UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 100 -YR HWL=957.70 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. VOL=(954.33-956.13)=11,383 CF ASTM D1785,2665, ASTM F794,1866) UNLESS OTHERWISE NOTED. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT VOL=(956.13-957.33)=20,897 CF (CROUHO SRO�e C7 m Oo M p Civil Engineering • Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota N co (y) L0 J LUU Z J m 00 U C7 N M L0 L0 00 6L W Ill Z J W a_ W m J LUO O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS INSTALLATION OF UTILITIES. NUNLESS OTHERWISE NOTED. 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END PLANS TO ENGINEER UPON COMPLETION OF WORK. 1" - 30'-0" SECTION. 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO 15' 0" 0 30'-0" MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION DRAWN BY: WB, JS REVIEWED BY: MP 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS PROJECT NUMBER: 19332 IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO 1109.0. NOT REFLECT SUMPED ELEVATIONS. REVISION SUMMARY 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE UTILITY LEGEND: DATE DESCRIPTION NOTED. MANHOLE 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. CATCH BASIN 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. GATE VALVE AND VALVE BOX EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. PROPOSED FIRE HYDRANT UTILITY PLAN 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS I WATER MAIN 0 REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 0 a SANITARY SEWER ` 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND STORM SEWER COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. %% Know what's b@IOW. FES AND RIP RAP Call before you dig. 011P C400 10/7/2022 3:41:24 PM © COPYRIGHT CIVIL SITE GROUP INC. "A" WEAR COURSE (MNDOT PAVEMENT DESIGN 2360 - SPWEA340B) TYPE WEAR (A) BASE (B) AGG.(C) TACK COAT (MNDOT 2357) CONTRASTING SQUARE R, "B" BASE COURSE (MNDOT LIGHT DUTY 1.5" 2.0" 6.0" 2360 - SPNWB330B) HEAVY DUTY 2.0" 2.0" 8.0" "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) TOWARD DRIVE AISLE NOTE: COMPACTED SUBGRADE IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE (100% OF STANDARD GEOTECH REPORT FOR FINAL PAVEMENT SECTION. PROCTOR MAX. DRY IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE DENSITY) CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO ADJ. SIDEWALK GEOTECH FOR FINAL PAVEMENT SECTION. BITUMINOUS PAVEMENT - ALL TYPES NTS 3" RADIUS CORNERS s 12 1:3 BATTER SLOPE GUTTER 1/2" RAID IUS6" 3/4"/1' 0.5% SLOPE -CONSTRUCT WITH REVERSE SLOPE FINISHED GRADE GUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROM CURB. SEE PLAN /'J na FINISHED GRADE NOTES: a 1. INSTALL CONSTRUCTION JOINTS AT a 10'-0" O.C. a a A 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS CLASS V AGGREGATE SUBBASE -SEE BITUMINOUS PAVEMENT DETAIL (6" MIN.) B-612 CONCRETE CURB AND GUTTER NTS EXTEND POST PAST TOP OF POST GALVANIZED STEEL FASTENER (TYP. OF 2) METAL SIGN ACCORDING TO MN STATE CODE GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED 6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OF APPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEAL SHIELD" PLASTIC COVER. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 10° SLOPE, TYP. ALL AROUND MATERIAL VARIES, SEE PLAN & DETAILS COMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICA SAND %4" METAL PLATE WELDED TO BOTTOM OF 6" PIPE DTE: SIGN SHALL BE AS SPECIFIED. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING RADE, SEE SIGN POST INSTALLATION DETAIL VERIFY POST PAINT COLOR WITH LANDSCAPE ARCHITECT RIOR TO INSTALLATION. ACCESSIBLE SIGN AND POST NTS 8' 8' 8' I wMI m wMI m I wMI N; L �C Lu E c HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH NIN�\ CONTRASTING SQUARE R, N\ 1. ACCESSIBLE CURB RAMP. BACKGROUND, CENTERED �J SEE GRADING &DETAILS TOWARD DRIVE AISLE FACE OF CURB 4" WIDE PAINTED STRIPING, 45° ADJ. SIDEWALK CROSS STRIPE PATTERN AT O.C. AT ACCESS AISLE HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE NOTE: 1. ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2. VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3. SEE PLAN FOR ACTUAL PARKING SPACES HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB 6" RADIUS 2" DIAMETER LINE WIDTH FOR FIGURE LINE WIDTH OUTSIDE BORDER -6" SQUARE OVERALL LAYOUT 18" RADIUS "WHEEL" SHAPE 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE PAINTED SYMBOL DIAGRAM ACCESSIBLE PARKING PAVEMENT MARKING NTS 20" FINISHED GRADE GUTTER 3/4'/1' CONTINUOUS SLOPE CONCRETE CURB AND GUTTER PAVEMENT MATERIALS SEE DETAIL 6„ NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/ 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS RIBBON CURB NTS THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" M FROM TOP OF WALK / FINISHED f3RADE TOOLED CONTROL JOINT SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC WITH 3" WIDE SMOOTH TROWELLED EDGE 5" CONCRETE AS SPECIFIED 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. CONCRETE WALK/PAD N T S (PRIVATE PROPERTY) O z N 5" CONCRETE PAVEMENT PLANTING SOIL FINISHED GRADE / FINISHED GRADE LO —NATIVE SOIL— CLASS 5 AGG. SUBBASE — 2" NOM. METAL POST PER FENCING SYSTEM MANUF., TYP. 8" DIA. CONCRETE FOOTING AT CORNER AND END POSTS NOTCH @ TRENCH DRAIN 24"tel I I F_z =a (D J wa a = �z IM zQ cn w co w Lu RECON BLOCK - INSTALL PER MANUF. FINISHED GTZADE OR ADJ. PAVEMENT GEOGRID PER MANUFACTURER SPECS & MEASUREMENTS LEVELING PAD PER MANUF.. NOTES: 1. THESE SECTIONS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR TO SUBMIT TO LANDSCAPE ARCHITECT CERTIFIED DRAWING BY A MINNESOTA PROFESSIONAL ENGINEER ON STAFF WITH RETAINING WALL MANUFACTURE PRIOR TO WALL INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SECTION AND ELEVATION OF EACH WALL REQUIRED. 2. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TO CONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE ASSUMED, NOTIFY MANUFACTURER OF C.M.U. RETAINING WALL 72 HOURS PRIOR TO INSTALLATION. 3. RAILING IS REQUIRED ON RETAINING WALLS IN LOCATIONS WHERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALL ARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO A WALK, PATH, PARKING AREA, OR DRIVE ACCESS ON THE HIGH SIDE -SEE PLANS. 4. COORDINATE LOCATION AND INSTALLATION OF RAILING POSTS AND FOOTINGS DURING THE INSTALLATION OF WALL MATERIALS. 5. COORDINATE INSTALLATION OF RAIL POSTS AND FOOTINGS WITH INSTALLATION AND LOCATION OF GEOGRID REINFORCEMENT. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CONTRACTOR ALTER THE INTEGRITY OF THE GEOGRID OR WALL MATERIALS. 6. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A MANNER TO NOT DISTURB THE WALL GEOGRID AS RECOMMENDED BY THE WALL MANUFACTURER. COORDINATE INSTALLATION AND SCHEDULING OF RAILING FOOTING WITH WALL MANUFACTURER TO OBSERVE INSTALLATION OF RAILING FOOTINGS. 7. CONTRACTOR TO SUBMIT SAMPLE & CORNER MOCKUP FOR APPROVAL PRIOR TO CONSTRUCTION. 8. SEGMENTAL RETAINING WALL MUST BE 4' OR LESS, IF OVER 4' IT MUST BE SUBMITTED BY CONTRACTOR WITH ENGINEER SHOP DRAWINGS. SEGMENTAL RETAINING WALL NTS 10/7/2022 3:41:25 PM 0 0 0 Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNC) r -s, l,ui, els N CO m LO LO O J LU I— O J 120J O O U W N CO M LO LO V O L]i MW W z J p J W Y ofQ o� ow0 J J O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS C500 COPYRIGHT CIVIL SITE GROUP INC. ADJACENT CURB, SEE SITE AND GRADING PLANS GRASS PRE-TREATMENT STRIP OR PRE-TREATMENT STRUCTURE, SEE UTILITY AND LANDSCAPE PLANS UNDISTURBED, UNCOMPACTED INSITU SOIL NET LESS EROSION BLANKET IN BOTTOM OF BASIN. SLIT BLANKET TO ALLOW PLANT MATERIAL SURFACE IF PLUG PLANTING IS TO BE USED, SEE GRADING AND LANDSCAPE PLANS MIN. PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 70% HOMOGENOUS CONSTRUCTION SAND 30% ORGANIC COMPOST CONSTRUCTION SEQUENCING 3H:1 L MAX. 24" CONSTRUCTION SAND (UNDER ROCK WINDOW ONLY) SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS SEE GRADING PLAN FOR DEPTH 6-8" CRUSHED ANGULAR RIP RAP IN BOTTOM OF BASIN PLANT MATERIAL, SEE LANDSCAPE PLAN MUST OVER EXCAVATE DOWN TO SUITABLE SOILS. FIELD VERIFY WITH SOILS ENGINEER TYPICAL SECTION VIEW 1. INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2. ALL DOWN -GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5. ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6. PERFORM ALL OTHER SITE IMPROVEMENTS. 7. PLANT ALL AREAS AFTER DISTURBANCE. 8. CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10. PLANT AND/OR ROCK MULCH BIORETENTION DEVICE. 11. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. BIO -INFILTRATION BASIN (RAIN GARDEN - TYP.) NTS GENERAL NOTES 1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2. GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW -COMPACTION EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. L 12" �0.5Bc� Bc+12" Min —1111111 Compacted Backfill _ I III 2000# Concrete LOAD FACTOR 2.3 "Bc" Denotes outside CLASS A diameter of pipe Concrete backfill to 0.5 of outside diameter with shaped bedding. -1 + + + 0.5 B d- + + Bc/4 but no =1 + + + + less than 6" =1 + + + + + + II L Bc/4 but not less than 6" Compacted Backfill Course Filter Aggregate MnDOT Spec. 3149H Mod. LOAD FACTOR 1.9 Bc+12" Min. Bc" Denotes outside CLASS B diameter of pipe Hand shaped from angular bedding material _1111 Bc SII Compacted Backfill —11,111- ;, 11 LOAD LOAD FACTOR 1.5 0.5Bc "Bc" Denotes outside CLASS C-1 Bc+12" in. diameter of pipe Hand shaped from firm undisturbed soil BC Z-11—ri III Compacted Backfill 11 +P. Pc + + +I II11Course Filter Aggregate + + + + + + —II - MnDOT Spec. 3149H Mod. —I CI CI—I CI I- I- LOAD FACTOR 1.5 "Bc" Denotes outside CLASS C-2 Bc+12" Min. diameter of pipe Hand shaped from angular bedding material PIPE BEDDING - RCP & DIP NTS —1 + + + + + + + + + + /,+-=,,,r= 12" + + + + + + + + ir + + + + + + + + + ++ + + + ++ + + + + + 6 + + + + + + Compacted - Backfill Min. =Bc+12 "Bc" Denotes outside diameter of pipe Compacted Backfill ' (CROUHO SRO�R C7 M Oo M p Civil Engineering ^ Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 U W O Granular Borrow (MnDOT Spec. 3149A modified) PIPE FOUNDATION & BEDDING IN GOOD SOILS Bedding Foundation + + + + + + + + + + + + + + + + + 1— 12" + + + + + + + -1 - =1 + + + + + + + + + + + + 1= =1 + + + + + + Bc + + + + + + + + + + + + + + + + I_ I- =1 + + + + + + + + + + =1 + + + + + + + + + + + ;I + + + + + + + + + + 6" -1 ,d � ria 0/I e/ "'— ��Course Filter "Bc" Denotes outside Minimum Agg. (MnDot Spec. diameter of pipe 3149H Modified) 2d+Bc+12" �I�S��l�J\1�7�\I[�]\E:�:���]�]I\[1�1�■I�Z�]:S.`Z�]I[.l PIPE BEDDING - PVC NTS 10/7/2022 3:41:27 PM l�. FIRM C3ROUNE) z LU a a a 0 J J W U H Z O 2 N CO co LO LO 6 LUU z CID J O U W N O co LO LO z V/ O 1Z LU W L) m z J W Y Q �ry �m J LLI Y O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS I C501 COPYRIGHT CIVIL SITE GROUP MATCH MODIFIED DESIGN CURB & GUTTER {TYPICAL) 0 {TOTAL) NOTE STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD 8E TW61TIONEC FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING, Standard Plate Library City of Monticello 1'- C" OR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PAIN AAE HYDRAPINDER PRESENT FLAG - WATERGUS MODEL R] RrDRANr YELLOW OUT OF """ TAG TO BE INSTALLED ON PUMPER CONN, AFTER EMCK-TELL TO 2" BRFF1-PNCE 1" TO 2" WUNIUM &I ABOVE BURY LINEINE (FINISHED GRACE) VALVE BOK AS SPECIFIED 2 LAYERS OF POLY (4 mJ) DIAMETER By 3' CEEP PI' NDER HYDT FILLED WIT, MINIMUM OF 1 C.Y. OF 1 -1/2' CLEAR STONE THRUST_ MEGALUG BLOCKING BEHIND HYDRANT PRECAST CONCRETE BASE AS SPEan (IS"r 15'x 4-) Concrete Curb & Gutter at Catch Basin 03-05 Plate No. d`03-15 5004 III OR FUTURE STREET CURB OR GUTTER UNE FINISHED GRADE wATERU`AIN AS REQUIRED 10' 1/4 STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED EY ADAPTOR INC. ORRAL�APPROVED EQUAL I�GAWC L GATE VALVE TEE4 BLOCKING THRu5T 171 BELOW DATE BLOCKING VALVE BEHIND TEE Title: Standard Plate Library Typical Hydrant Installation City of Monticello Date: 03-05 Plate No. Revised" 2001 'D3-17 35 1/4 43" CURB INLET FRAME AND CORE BOX 21 NEENAH N0. R -3087-Y PLAN CONCRETE COLLAR ALL STORY SEWER CA INSTALL THENAL SHIELDSHOWN ON THE PIAN: (QR APPROVED EOVAL)� OEPRCSSIE 0.19' DEL EXTERNAL CHIMNEY SEAL ELEVATION (SEE Di 4" MIN 14' MAX NT ECASE IN CONCRETE ! \ M 1 COLI. USE CONCRETE CURB MIX FOR COLLAR, R�1R FINISH GRADE 4'. CONCRETE COLLAR NOTES: SECTION A -A POUR' 3' TO 4' CONCRETE COLLAR AROUND RINGS HATENDING TAO. THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE -D01 DE51GN R. THE CASTING SHALL BE MCNAH R-3ECII Standard Plate Library M� Standard Catch Basin City of Monticello Dete: 03_05 rote No. Revise d:03-17 4002 T T 6" MAX TRANSVERSE & LONGITUDINAL BARS 5/8 " TVR 18" TO 2T° APRONS 3%d " TVR 30' & LARGER APRONS. I6. ANCHOR TOP h BOTH ENDS N= H ALL TRASH GUANUS WILL BE GALVANIZED AFTER -.GAT.. PER MNOOT SPEC, 3392 & 3394. 2'. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library M� Trash Guard for End Section City of Monticello Date: 03-05 Plate No. Revised: 03-15 4007 w z 6 O ED 7 Foold _11ral lim Mill PLAN CASNNG TD BE SET O.I C' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD CURB INLET If— PNC CURB BOM TOR APPROVE. EQUAL) STANTIAPO CASTING - NEENAH R -3087-V E ERNAL CONNE, SEAL XWWON6 RINGS 4" MIN - 2" MAX ENCASE WITH CONCRETE MANHOLE COVER TO BE 48" DIA COLLAR GREITEX TYPE II WITH 24"x 36' R" OPENING 8' 24' R' CONCIRETE DOGHOUSE REWIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION c "DINENSION vAi BASED ON STRUCTDRE DIAMETER RCP PIPE CONCRETE CATCH BASIN MANHOLE NOTES: AND BASE TO BE CRETE% TYPE 4330 OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REOUIRED- CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL HE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE ME MD/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIANHOLES N MLOCATE. IN F SHALL BE CONSTRUCTED WRH AN ECCENTRIC TOP 51,AH WITH A 27' ROUND OPENING. THE LISTING SHALL BE NEENAH R -3508-A2. Tttle: Standard Plate Library Catch Basin Manhole City of Monticello Dete: Plate No. 03-05 Revised:03-17 4003 G E1111111 n W a FRAME AND COVER GROUTING BETWEEN PIPE AND 11 ADJUSNNG RINGS o MIN 4" - MAX 12" oY J wZdQ O Q % d � INTERNAL CHIMNEY SEAL ryr �N �0011 ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C- L, `I 00 LATEST REVISKNN7f] .'" ik . E21111111111111 G Millillillillill n W a FRAME AND COVER GROUTING BETWEEN PIPE AND ADJUSNNG RINGS o MIN 4" - MAX 12" oY J wZdQ O Q % d � INTERNAL CHIMNEY SEAL ryr �N �0011 ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C- L, `I 00 Standard Plate Library City of Monticello Riprap Detail a� o 03—"05 Plate No. 4009 03-15 MANHOLE STEPS SMALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA 1NDUSTIRIM INC.) CONTURNING TO ALL DSIV1 RECUTATCNS AND SPACED 16" OC. Millillillillill FRAME AND COVER GROUTING BETWEEN PIPE AND ADJUSNNG RINGS _ MANHOLE BARREL SHALL BE MIN 4" - MAX 12" WRING WITH NON -SU CEMENT 27^ CIA WITH EXTERNAL OR INTERNAL CHIMNEY SEAL USE R-2 JOINT FOR ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C- L, `I LATEST REVISKNN7f] .'" ik . E21111111111111 Standard Plate Library City of Monticello Riprap Detail a� o 03—"05 Plate No. 4009 03-15 MANHOLE STEPS SMALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA 1NDUSTIRIM INC.) CONTURNING TO ALL DSIV1 RECUTATCNS AND SPACED 16" OC. Title; AStandard Plate Library Cone Section, Casting Steps, and Adjusting Rings City of Monticello Date:03-05 Plate Na. ReT,ised:03-15 1001 USE NEENAH R --1542-A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755 -G FOR WATERTIGHT APPLICATIONS. lETTEPoNG TO READ: SANITARY SEWER. STORM SEWER OR APPLICWATABLEER . MAIN WHICH EVER IS NEERAH R-1642. VMEI TYPE B SOLD LD MI ME III OR EQUAL R JI,G, CO CEALED PICKHCLES (2) REPEAT OPPOSITE SI EXCEPT FOR LET[ER 21 I BEARI SURFACE To BE MACHINED L1L� 1�1� COVER 7I 24" 2B v2 " 3b" FRAME Title: Standard Frame Standard Plate Library and Cover City of Monticello Dote: Plate No. ReTased.03-05 1002 03-15 T EXISTING (OR FINISHED) GRADE PLu CCE FAC 4 NOTES: 1- RE -USE EXISENG AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE .PDE AT NO ADDITIONAL COMPENSATION- FURNISH NEW CASKETS WHERE REOUIRED. 2. NEW LINES WILL BE PJdO FOR AT UNIT PRICE BID FOR 1" COPPER AND I" CORPORATION STOP. ALL OTHER WATEEMAIN WORK TO BE INCIDENTAL TO THE PROJECT, 1' COPPER PLUGGED END AIR BLEED DETAIL STEEL T-511LE PENCE POST PAINTED BLUE WRH AN OIL BASED PAINT AND ML1IMUAI 2 REFLECTORIYED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) 4' NOTE: GROUND LINE E GATE VALVE BD%ES ARE EXTtr4bEb, THERE SHALL GATE VALVE NUT EXTENSION TO MEN 73' OF FINISHED GRADE MO ATTACHED 1 TO THE GATE VALVE NUT 2 VALVE BOX 1/2" RUBBER CASKET INST BETWEEN THE GATE VALVE AND MIN7.5 ' COVER (UNLESS ATE GVALVE ADAPTOR OTiREPACSE NOTED) 1/4"S=TEEL VALVE BON ADAPTOR WNH PROTECTIVE COATING AS 1/2 Cu. YD. GRAVEL MAFIUFACIAIRED BY ADAPTOR INC. OR APPROVED ECUAL WATERMAIN GATE VALVE WATERMAIN VALVE BOX INSTALLATION Title; Air Bleed Detail And Standard Plate Library Valve Box Installation City of Monticello Dote: 03-05 Plate No, Rellsed:2003 03-15 STANDARD FRAME & INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SFA. 1;r- � CASTING ADJUSTING RINGS 4" MIN - 12" MAX OVER \ ROADWAY SURFACE SEE M.DOTCCVLR STANDARD PLATE 4020 COVER FOR REQUIREMENTS rO�C WALL CONSTRUCTION SHALL BE CLASS IIPRECAST PIPE, EXCEPT 48" DIA MAY BE ASTMC470 CONCRETE PIPE, SEE MnDOT STANDARD PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION). CA5T-IN-PLACE A' TO 10' CONCRETE OR MASONRY CONSTRUCTION By ENGINEER (BRICK BLOCK) ALLOWED ONLY IF APPROVED CONCRETE DOGHOUSE REQUIRED ON OUTSIDE ANO INSIDE OF STRUCTURE AND PERE CONNECTION ME S7R0CTURE-1 e" POURED CONCRE E BASE. FOR ALTERNATE PRECAST CONCRETE BASE_ SEE MnDOT STANDARD PLATE 4DI I (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER TG STANDARD PLANS FOR HEIGHT AND DIAMETER REOURI © MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING M ALL OSHA REGULATIONS AND SPACED 16" OC. © MINIMUM STEEL RFIREORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED ® GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS CR I BLOCK MINIMUM FOR MASONRY CONSTUCTION ©. REINFORCEMENT AS PER MNDOT SPEC 3301, GRADE 50. AStandard Plate Library City of Monticello R" MANHOLE MANHOLE OR PLASTERED OR CATCH EXTERIOR OR BASIN BASIN SEWER BRICK (MnDOT SPEC 3816) BLOCK MASONRY CONSTRUCTION Standard Manhole for Storm Sewer 03-05 Plate No. 1:03-17 4001 CROUHO SRO�e C7 M ( E p ;ivil Engineering A Surveying A Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) - ---. - - -.I I J i n ED r N co M LO LO w I= 5O L _J W O U 0 N co 'co L J 2 V/ O 1Z LU W mz J p J W n LI. W LU J 0 0 0 T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY CHIMNEY SEALS (INTERNAL A EXTERNAL) DATE DESCRIPTION CHIMNEY E% OR APPROVED EL OF 11/4/19 CITY SUBMITTAL STANDARD MANHOLE 12/12/19 CITY RESUBMITTAL FRAME AND COVER GROUTING BETWEEN PIPE AN MANHOLE BARREL SHALL BE 01/22/20 CITY RESUBMITTAL ATH NON -SHRINKING CEMENT 11/8/21 CITY RESUBMITTAL INSIDE DRor SEcnau MING4 lI- MAX 12' 02/07/22 CITY RESUBMITTAL SHALL BE 5' DTA (I.D.) 27" °A 10/07/22 PROGRESS SET TDP OF -,USM SUBCNAGE THE TOP 3' SHALL BE COMPACTED B" AT A MIN OF 1009 OF STANDARD 4WRAP PLUG 'MRI 4 MIL, POLY NANHOLE SECTION TO BE PROCTOR DENSITY (MN/00T 2105) NEGAIUC MEGALUG ASTM C-478 CLASS 11 CIRCULAR REINF I LATEST REVISION Iy AMAX OF 7 UFT6 TO BE WETTED 48" DW MEA NSAND OAND COMPACTEDNSOLIDATED TO AO N OF 95% OF STANDARD PROCTOR USE R-2 JOINT FDR DENSELY {MN/DOT 2105) RUC ALL MANHOLE JOINTS SEEP$ AT 4' COVER CONA.MM TO 95. OF TEE AND BEND BEND PLUG .J 16 OC� STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT NOTES „CRE -SEAL", -RESEAL-, OR APPROVED EQUALB PRECAST CASKET CONNECTION SHALL BE USED o 1. THIRD SLOCKINC TO BE USED FOR BEND 22 1/2' PIPE SIZE BEARING AREA FOR CONNECTION RIPE i0 MANHOLE Mo OVER' 7Q• 2. THRUST HLPRESS ESA ONLY BE USED WHERE 5" 2.0 S. FT WORKING PRESS RES ARE LESS THAN 750 PSL 6 8.a sa ET GRPNUTAR BEDDING AS 3, MPUsi EA.CLT(S BEARING MEA To BE P.UNH. t0 - 12 140 SQ FT tfi 20.0 50 Ff VARIABLE > PER MN/DOT 3144.2E p,GANST UNDISTURBED SOIL. 4- POURED CONCRETE THRUST BLOCKING MAX, 24' ® SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAN 6' MIN A- ALL PIPE JOINTS WITHIN 10 FT OF A BEND PRECAST BOTTOM SECTION GRAIJUTAP FOUNDATION WHERE SHALL BE RESTAINEO USING TE TIDOS WITH INVERT ORDERED BY THE ENGINEER r DRAWN BY: WB, JS REVIEWED BY: MP 05 AT IGO EACH Wm PROJECT NUMBER: 19332 SHOVEL, PEACE, ANO HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED 8Y THE ENGINEER. STANDARD MANHOLE FOR REVISION SUMMARY SANITARY SEWER NO SCALE nATF nFSCRIPTI(-)N NOTES: (D MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.)- CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 0 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP - Standard Plate Library City of Monticello Title: Standard Sanitary Manhole Late: 03-05 Plate No. ievised:03-15 3001 Title: Standard Plate Library Typical Trench Compaction and Class B Bedding City of Monticello Date: 03-05 Plate No. Revised: 03-15 1 007 Standard Plate Library City of Monticello 10/7/2022 3:41:28 PM CIVIL DETAILS ■ COPYRIGHT CIVIL SITE GROUP INC. STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND ADJUSNNG RINGS _ MANHOLE BARREL SHALL BE MIN 4" - MAX 12" WRING WITH NON -SU CEMENT 27^ CIA WITH EXTERNAL OR INTERNAL CHIMNEY SEAL USE R-2 JOINT FOR ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C- L, `I LATEST REVISKNN7f] .'" ik Title; AStandard Plate Library Cone Section, Casting Steps, and Adjusting Rings City of Monticello Date:03-05 Plate Na. ReT,ised:03-15 1001 USE NEENAH R --1542-A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755 -G FOR WATERTIGHT APPLICATIONS. lETTEPoNG TO READ: SANITARY SEWER. STORM SEWER OR APPLICWATABLEER . MAIN WHICH EVER IS NEERAH R-1642. VMEI TYPE B SOLD LD MI ME III OR EQUAL R JI,G, CO CEALED PICKHCLES (2) REPEAT OPPOSITE SI EXCEPT FOR LET[ER 21 I BEARI SURFACE To BE MACHINED L1L� 1�1� COVER 7I 24" 2B v2 " 3b" FRAME Title: Standard Frame Standard Plate Library and Cover City of Monticello Dote: Plate No. ReTased.03-05 1002 03-15 T EXISTING (OR FINISHED) GRADE PLu CCE FAC 4 NOTES: 1- RE -USE EXISENG AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE .PDE AT NO ADDITIONAL COMPENSATION- FURNISH NEW CASKETS WHERE REOUIRED. 2. NEW LINES WILL BE PJdO FOR AT UNIT PRICE BID FOR 1" COPPER AND I" CORPORATION STOP. ALL OTHER WATEEMAIN WORK TO BE INCIDENTAL TO THE PROJECT, 1' COPPER PLUGGED END AIR BLEED DETAIL STEEL T-511LE PENCE POST PAINTED BLUE WRH AN OIL BASED PAINT AND ML1IMUAI 2 REFLECTORIYED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) 4' NOTE: GROUND LINE E GATE VALVE BD%ES ARE EXTtr4bEb, THERE SHALL GATE VALVE NUT EXTENSION TO MEN 73' OF FINISHED GRADE MO ATTACHED 1 TO THE GATE VALVE NUT 2 VALVE BOX 1/2" RUBBER CASKET INST BETWEEN THE GATE VALVE AND MIN7.5 ' COVER (UNLESS ATE GVALVE ADAPTOR OTiREPACSE NOTED) 1/4"S=TEEL VALVE BON ADAPTOR WNH PROTECTIVE COATING AS 1/2 Cu. YD. GRAVEL MAFIUFACIAIRED BY ADAPTOR INC. OR APPROVED ECUAL WATERMAIN GATE VALVE WATERMAIN VALVE BOX INSTALLATION Title; Air Bleed Detail And Standard Plate Library Valve Box Installation City of Monticello Dote: 03-05 Plate No, Rellsed:2003 03-15 STANDARD FRAME & INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SFA. 1;r- � CASTING ADJUSTING RINGS 4" MIN - 12" MAX OVER \ ROADWAY SURFACE SEE M.DOTCCVLR STANDARD PLATE 4020 COVER FOR REQUIREMENTS rO�C WALL CONSTRUCTION SHALL BE CLASS IIPRECAST PIPE, EXCEPT 48" DIA MAY BE ASTMC470 CONCRETE PIPE, SEE MnDOT STANDARD PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION). CA5T-IN-PLACE A' TO 10' CONCRETE OR MASONRY CONSTRUCTION By ENGINEER (BRICK BLOCK) ALLOWED ONLY IF APPROVED CONCRETE DOGHOUSE REQUIRED ON OUTSIDE ANO INSIDE OF STRUCTURE AND PERE CONNECTION ME S7R0CTURE-1 e" POURED CONCRE E BASE. FOR ALTERNATE PRECAST CONCRETE BASE_ SEE MnDOT STANDARD PLATE 4DI I (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER TG STANDARD PLANS FOR HEIGHT AND DIAMETER REOURI © MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING M ALL OSHA REGULATIONS AND SPACED 16" OC. © MINIMUM STEEL RFIREORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED ® GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS CR I BLOCK MINIMUM FOR MASONRY CONSTUCTION ©. REINFORCEMENT AS PER MNDOT SPEC 3301, GRADE 50. AStandard Plate Library City of Monticello R" MANHOLE MANHOLE OR PLASTERED OR CATCH EXTERIOR OR BASIN BASIN SEWER BRICK (MnDOT SPEC 3816) BLOCK MASONRY CONSTRUCTION Standard Manhole for Storm Sewer 03-05 Plate No. 1:03-17 4001 CROUHO SRO�e C7 M ( E p ;ivil Engineering A Surveying A Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) - ---. - - -.I I J i n ED r N co M LO LO w I= 5O L _J W O U 0 N co 'co L J 2 V/ O 1Z LU W mz J p J W n LI. W LU J 0 0 0 T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY CHIMNEY SEALS (INTERNAL A EXTERNAL) DATE DESCRIPTION CHIMNEY E% OR APPROVED EL OF 11/4/19 CITY SUBMITTAL STANDARD MANHOLE 12/12/19 CITY RESUBMITTAL FRAME AND COVER GROUTING BETWEEN PIPE AN MANHOLE BARREL SHALL BE 01/22/20 CITY RESUBMITTAL ATH NON -SHRINKING CEMENT 11/8/21 CITY RESUBMITTAL INSIDE DRor SEcnau MING4 lI- MAX 12' 02/07/22 CITY RESUBMITTAL SHALL BE 5' DTA (I.D.) 27" °A 10/07/22 PROGRESS SET TDP OF -,USM SUBCNAGE THE TOP 3' SHALL BE COMPACTED B" AT A MIN OF 1009 OF STANDARD 4WRAP PLUG 'MRI 4 MIL, POLY NANHOLE SECTION TO BE PROCTOR DENSITY (MN/00T 2105) NEGAIUC MEGALUG ASTM C-478 CLASS 11 CIRCULAR REINF I LATEST REVISION Iy AMAX OF 7 UFT6 TO BE WETTED 48" DW MEA NSAND OAND COMPACTEDNSOLIDATED TO AO N OF 95% OF STANDARD PROCTOR USE R-2 JOINT FDR DENSELY {MN/DOT 2105) RUC ALL MANHOLE JOINTS SEEP$ AT 4' COVER CONA.MM TO 95. OF TEE AND BEND BEND PLUG .J 16 OC� STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT NOTES „CRE -SEAL", -RESEAL-, OR APPROVED EQUALB PRECAST CASKET CONNECTION SHALL BE USED o 1. THIRD SLOCKINC TO BE USED FOR BEND 22 1/2' PIPE SIZE BEARING AREA FOR CONNECTION RIPE i0 MANHOLE Mo OVER' 7Q• 2. THRUST HLPRESS ESA ONLY BE USED WHERE 5" 2.0 S. FT WORKING PRESS RES ARE LESS THAN 750 PSL 6 8.a sa ET GRPNUTAR BEDDING AS 3, MPUsi EA.CLT(S BEARING MEA To BE P.UNH. t0 - 12 140 SQ FT tfi 20.0 50 Ff VARIABLE > PER MN/DOT 3144.2E p,GANST UNDISTURBED SOIL. 4- POURED CONCRETE THRUST BLOCKING MAX, 24' ® SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAN 6' MIN A- ALL PIPE JOINTS WITHIN 10 FT OF A BEND PRECAST BOTTOM SECTION GRAIJUTAP FOUNDATION WHERE SHALL BE RESTAINEO USING TE TIDOS WITH INVERT ORDERED BY THE ENGINEER r DRAWN BY: WB, JS REVIEWED BY: MP 05 AT IGO EACH Wm PROJECT NUMBER: 19332 SHOVEL, PEACE, ANO HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED 8Y THE ENGINEER. STANDARD MANHOLE FOR REVISION SUMMARY SANITARY SEWER NO SCALE nATF nFSCRIPTI(-)N NOTES: (D MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.)- CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 0 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP - Standard Plate Library City of Monticello Title: Standard Sanitary Manhole Late: 03-05 Plate No. ievised:03-15 3001 Title: Standard Plate Library Typical Trench Compaction and Class B Bedding City of Monticello Date: 03-05 Plate No. Revised: 03-15 1 007 Standard Plate Library City of Monticello 10/7/2022 3:41:28 PM CIVIL DETAILS ■ COPYRIGHT CIVIL SITE GROUP INC. A S 4 4- O O FLARE FLARE BACK F CUR D B FLOW LINE FRONT OF CUTTER A PERPENOICULAR A �J 5 NON -W pLKABLE OR NDN -W ALK4BLE OP WA KA WA %A 5 FAC L BLE SURFACE L BLE VR C 4 4 0 FLARE � FLARE O O 0" O" I B AI O 3 l O TIERED PERPENDICULAR PENDICULAR C 7 � ()- V I 4'l L PARALLEL YAR. MIN. FF CURB OR A AEOWREO LANDING CURB AND GLLTTE W0.02FT✓FT .HAM. f G., • X 0.05 FT./FT. ABD CONCRETE ,01055 FT./FT PREFERRED WALK SECTION A -A PERPENDICULAR/ LIERED/01AGONAL CURB OR CURB AND GUTTER VAR. 4'0" MIN. REWIRED LANDING 1 PA" Fl./FT. MA% 9 6, 6 > 0.02 FT./FT. AND CONCRETEFT✓FT PREFERRED W ALN SECTION B -B FAN _c/u' R_ BE CMB OR CURB AND CUTTER LANDING WALKABLE WALKABLE FLARE FLARE RAMP WALKABLE - WALKABLE SURFACE 8-10x SURFACE DNCRETE m ONCRET FLARE FLARE z 1 2 PAVED FLARES ADJACENT TO WALKABLE SURFACE ;LANDING NOR-WALKARLE RAMP NPN -WALKABLE SURFACE SVRFILE 116 L CONCRETE CONCRETE_, LFL -1 mL�ILL�AAIEJ 1 MINIMUM PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE LANDING RACP SURFACE /1i6 NON -WALKABLE NON -WALKABLE SURFACE t:6n GRADED GRADED /FLARE 2 l U l 1 l U l 2 GRADED FLARES ;LANDING CURB DESIGN V - [(IRB DESIGN V SEE PEOESTRIAN RAMP SEE PEDESTRIAN APEF.1H MDSE APPROACH HOSE PETAIL AET➢ R NON -WALKABLE NON -WALKABLE SURFACE SURFACE 2 1 2 RETURNED CURB D 4 If TYPICAL SIDE TREATMENT OPTIONS O � mu J 1.0% MIN. 2.01. WAX VAR. HAVE JI I -7,77011/ SURF ACE AGGREGATE BASE NtR; 0 (AGONAL BACK BE CMB 2' MAX.HALL ONLY BE USED AFTER ALL V I 4'l L PARALLEL YAR. MIN. FF CURB OR A AEOWREO LANDING CURB AND GLLTTE W0.02FT✓FT .HAM. f G., • X 0.05 FT./FT. ABD CONCRETE ,01055 FT./FT PREFERRED WALK SECTION A -A PERPENDICULAR/ LIERED/01AGONAL CURB OR CURB AND GUTTER VAR. 4'0" MIN. REWIRED LANDING 1 PA" Fl./FT. MA% 9 6, 6 > 0.02 FT./FT. AND CONCRETEFT✓FT PREFERRED W ALN SECTION B -B FAN _c/u' R_ BE CMB OR CURB AND CUTTER LANDING WALKABLE WALKABLE FLARE FLARE RAMP WALKABLE - WALKABLE SURFACE 8-10x SURFACE DNCRETE m ONCRET FLARE FLARE z 1 2 PAVED FLARES ADJACENT TO WALKABLE SURFACE ;LANDING NOR-WALKARLE RAMP NPN -WALKABLE SURFACE SVRFILE 116 L CONCRETE CONCRETE_, LFL -1 mL�ILL�AAIEJ 1 MINIMUM PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE LANDING RACP SURFACE /1i6 NON -WALKABLE NON -WALKABLE SURFACE t:6n GRADED GRADED /FLARE 2 l U l 1 l U l 2 GRADED FLARES ;LANDING CURB DESIGN V - [(IRB DESIGN V SEE PEOESTRIAN RAMP SEE PEDESTRIAN APEF.1H MDSE APPROACH HOSE PETAIL AET➢ R NON -WALKABLE NON -WALKABLE SURFACE SURFACE 2 1 2 RETURNED CURB D 4 If TYPICAL SIDE TREATMENT OPTIONS O � mu J 1.0% MIN. 2.01. WAX VAR. HAVE OX -IO -L FLARE -7,77011/ SURF ACE AGGREGATE BASE NtR; 0 (AGONAL BACK BE CMB 2' MAX.HALL ONLY BE USED AFTER ALL FAN® o� THEP CURBRAMP TYPES HAVE BEEN FRONT of curTER D MINIMUM AND 6.3Y. MAXIMUM 1N THE DIRECTION SHOWN AND THE CROSS SLOPE SHHALLLNOT EMCEED 2.0%. AN EVALUATED AND DEEMED IMPRACTICAL 8 E CURB & NOTES: THAN 2O% AND LESS THAN SAXIN THE DIRECTION SHOWN LAN2INUS SHALL SE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR; CHANCES OIREC TLON. AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0'L, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. I CONCRETE TDP OF E[DEWALK INIT DAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN IT FROM THE BACK OF CURB. WITH 6'FRCM THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY l APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER S.O%. O O SECONDARY CMR RAMP LANDINGS- ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE SECTION B -B PEDESTRIAN APPROACH WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.OY- NOSE DETAIL CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. LIP DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES (FOR RETURNED CURB ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF IRAVEL. THUS BOTH A SIDES OF A SLOPED WALKING SURFACE MUST BE EOJAL LENGT H. 1EXCEPT 0.S STATED DN 6a BELOW. 510E TREATMENT( TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS SHALL BE CAST SEPARATELY -FOLLOW SIDEWALK REINFORCEMENT DETAILSONSHEET 6 AND THE AOA SPECIAL PROVISIONS - PROSECUTION OF WORK IADAt. 3" MODIFIED FAN G ® TOP OF LUflB SHALL MATCH PROPOSED ADJACENT WALK GRADE. USED WHEN RIGHT-OF-WAY WH THE B❑ L APB IS 4- WIVE OR L THETOP ❑F CORN TAPER 5HPLL MATCH THE RAMP Is LD"siq➢INtD SLOPES TO REDUCE NEGATIVE BOULEvAAD SLOPES FROM THE TOP BACK OF CURB TO THE PAR, ALL RAW TYPES SHOULD HAVE A MINIMUM 3 LONG RAMP LENGTH. 4. MINIMUMWIDTH OF DETECTABLE WARNING IS REWIRED FOR ALL RANDS. DETECTABLE WARNINGS SHALL CONTV11.UY EXTEND FOR A IN. OF 24• IN THE PATH OF TRAVEL UETECTASLE WANKING TO COVER ENTIRE WIUTH OF 5HARED-USE PATH5 AND THE ENTIRE PAR WIDTH OF THE WALK. BELL TABLE WARNING SHOULD BE 6- LESS THAN THE PARITRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. MEDIANGBLAR DETECTABLE WARNINGS SHALL BE SETBACK 7" FPO. THE BACK Or CURB, RADIAL DETECTABLE WARNINGS SHALL BE SCTBACK 3" MINIMUM TG 6" MAXIMUM FROM THE BACK OF CURB. Q1 MATCH FULL HEIGHT CURB. d A'MINIMUM DEPTH LANDING REGUIREO ACRO$$ TOP OF RAMP. 3 3" HIGH CURB WHEN USING A 3- LONG RAMP P HIGH CURB WHEN USING A 4P LONG RAMP. O AR 4 SEE SHEET 4 M O G. TYPICAL SIDE TREATMENT OPTIONS FOR RETAILS ON FLES 1 AND RETURNED CURBS WHEN INITIAL LANDING IS AT FALL CURDMIGHT. 5 DETECTABLE WARNINGS MAY AREA IF IT IS NOT O PART W THE 4'% 4THED FEASIBLE 70 CONSTRUCT ICE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. E TECTA Q THE GRADE RREAK SHALL BE PERPEND(ONLAR TO THE BACK OF WALK, THIS WILL INSURE 5 TXAi THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TPAVEL-ITYP (CAL FOR ALL) OT WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V COBB. IF USED,SHALL BE PLACED OLTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS. CONCRCTL OR BITUMINOUS TAPERS SHOULD BE USED OVER V LURE 70 REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. A T'MIN TOP RADIUS GRADE BREAK REWIRED TD BE CONSTRUCTIBLE 9' PAVE FULL WALK WIDTH. D" 0 "5" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE -OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. 5 LEGEND THESE NGlTUOASLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIOICANT. WARN ANT. LONGITUDINAL SLOPES VP TO 0.3% OR FLATTER ARE ALLOWED. 5. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN nI 5.0%. MINIMUM AND 8.r.. MAXIMUM 14 THE DIRECTION SHOWN 7 AMC TIC CROSS SLOPE SHALL NOT EXCEED 2.0%. Q INDICATES - SLOPE SHALL BE GREATER A A 0% THAN .0"l. N THE DIRECTION SHOWN ANDHILDE111111 AN THAN 2. AND LE ss 5 r DI E 111 ANDCROSS SLOPE SHALL NOT EXCEED 2.0/.. • ®LANDING AREA - TX 4'MI11.15'1 5'NIN.PREFERREBI DIMENSIONS AND MAX 'EPRESSED CORNER 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X^ CMB HEIGHT J CONCRETE L0.02 FT,/FT. MAX. WALK ` y�,� SECTION C -C yrf 4A4 } v1Yl APPROYm�,3 PARALLEL/DEPRESSED CORNER °F TNN N sTPTG GLsIRn LWCINFAW 1 -2' CURGH\ LACE - - - - - - - - MATCH INPLACE - CURB HEIGHT 3" MINIMIMf CURB HEIGHT, A" PREFERRED - UACASURED AT FRONT FACE OF CURB( FOR A MIN,6" LENGTH IMLASURLD ALONG FLOW LINEI DETECTABLE EDGE WITH Q. CURB AND GUTTER EDGE OF ROAD 7 6 6 7 B I 6 EDGE OF T ROAD RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER PLACE DETECTABLE FACE BF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH I I DETECTABLE WARNINGS _ I 2 NEAREST I RAIL 1 ' oGROSSING•' I U 6.5" SURFACE f I PEDESTRIAN GA7EAAM I RAILROAD ((''�� °ATE ARM 'lJ DET CCT ABLE I W➢RHI NGS I ® RAILROAD CROSSING PLAN VIEW NOTES: SEE STANDARD PLATE 7038 AND T415 SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY INPAIREO. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN IF LONG MEASURED ALONG THE RAMPS FROM THE BALK OF CURB. 1 0" CMB HE[OHi. O 2 FULL CJRB HEIGHT. O 3 4" H R AN 'F 2' FOR HIG CURB A 3 OR B" HIGH CURB. Q SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONUITIONS OICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIRE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK. AUJACENT PROPERTY CONSIDERATIONS. AND MITIGATING CONSTRNCTIGN IMPACTS. TYPICALLY USED FOR MEDIANS AND ISLANDS. Q WHEN NO CONCRETE FLARES ARE PROPOSED. TWE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. IF NOE CURB AND GUTTER IS PLACED N RURAL BITUMINOUS SECTIONS. DETECTABLE WARNINGS SHALL BE PLACED T FROM - T P ci THE EDGE OF BITIIIFINOJS ROADWAY ANO/0R BITUMINOUS SHARED USE PATH 0 PROVIDE 415V0.L CONTRA_ . 8 ALL CONSTRICTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EOGE FOR THE VISUALLY IMPAIRED. Q THIS DETECTABLE EDGE REGUIRE$ DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH RIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS ANO UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE ANO THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY ST 0.NOAR05. 0 DRILL AMC GROUT I - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATEO)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE 15 POURED INTEGRAL WITH THE Y CURB. 0 R AN GROAT - NO. LONG RE NFORCEMENT BARS (EPDXY COATER WITH! " N COVDR.R NFORCEMEN: Q BILL D u 2 i2' L i EPO Y ? 7 N C EI BAMS ARE HOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND [OTTER. © SIDE TREATMENT EXAMPLES SHOWN ARE WREN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB R.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING 15 MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED I2'MINIMUM TO IS -MAXIMUM FROM THE NEAREST RAIL FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE UETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR 70 THE NEAREST RAIL. WHEN PEDESTRIAN GATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OE THE GATES OPPC5ITE THE RAIL 2 -FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIP GOVERNS OVER NOTE Q CPOSS[NG SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SNARED -USE FALK 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON {REE RIGHT ISLANDS. © SIDEWALK TO BE PLACED 8.75 -MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN.CLFARANCE BETWEEN THE SIDEWALK AND CATE ARM COUNTERWEIGHT 'SUPPORTS. WALKABLE SURFACE 1 O O 5 2 -MAX 0" q� NON-WALKAHLE t°J � SURFACE 4y W l ti •OA9 r O,. 2 3Q /,r S BACK OF CURB O 1 f S, 4 q 0" FLOW LINE O B' A% 0 FRONT OF GUTTED COMBINED DIRECTIONAL Q � iF NON�CONCRETE BLVO.IS CONSTRUCTED AND IS S TRA. N W TH AT TDP Of UR LED$ zl A CURB TRANS T ON PAV CONCRETE RAWP WIDTH TO E ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL (D RAMP B% TO I. SLOPE m DIRECTIONAL RAMP WALKABLE FLARE GRADE BREAK RAMP 1 MAX.2.OX SLOPE NA A CT❑ I LL DIE INS 0" IJ" O DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB 1.0% MIN. 2.01. WAX VAR. HAVE IL{ UP S" MINIMUMCLASS 5 SURF ACE AGGREGATE BASE THESE 6" CONCRETE WALK BACK BE CMB 2' VAR 6,. q,. URF OR CONCRETE TOP CUTTER � DUMP o� DESIGN v FRONT of curTER D MINIMUM AND 6.3Y. MAXIMUM 1N THE DIRECTION SHOWN AND THE CROSS SLOPE SHHALLLNOT EMCEED 2.0%. AN B 4 8 SECTION A -A CURB & A 4 MIN. 12" TH[CN CONCRETE. MODIFY THE PUSH BUTTON THAN 2O% AND LESS THAN SAXIN THE DIRECTION SHOWN GUTTER RF TU OR r` 2' I CONCRETE TDP OF E[DEWALK / l h h/2 6., 9 . 3 I O O A SECTION B -B PEDESTRIAN APPROACH H,j°ETO: NOSE DETAIL a � (FOR RETURNED CURB 510E TREATMENT( vfPl 4r PF 1NN�b „err nr ue:x rw PLACE DETECTABLE FACE BF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH I I DETECTABLE WARNINGS _ I 2 NEAREST I RAIL 1 ' oGROSSING•' I U 6.5" SURFACE f I PEDESTRIAN GA7EAAM I RAILROAD ((''�� °ATE ARM 'lJ DET CCT ABLE I W➢RHI NGS I ® RAILROAD CROSSING PLAN VIEW NOTES: SEE STANDARD PLATE 7038 AND T415 SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY INPAIREO. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN IF LONG MEASURED ALONG THE RAMPS FROM THE BALK OF CURB. 1 0" CMB HE[OHi. O 2 FULL CJRB HEIGHT. O 3 4" H R AN 'F 2' FOR HIG CURB A 3 OR B" HIGH CURB. Q SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONUITIONS OICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIRE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK. AUJACENT PROPERTY CONSIDERATIONS. AND MITIGATING CONSTRNCTIGN IMPACTS. TYPICALLY USED FOR MEDIANS AND ISLANDS. Q WHEN NO CONCRETE FLARES ARE PROPOSED. TWE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. IF NOE CURB AND GUTTER IS PLACED N RURAL BITUMINOUS SECTIONS. DETECTABLE WARNINGS SHALL BE PLACED T FROM - T P ci THE EDGE OF BITIIIFINOJS ROADWAY ANO/0R BITUMINOUS SHARED USE PATH 0 PROVIDE 415V0.L CONTRA_ . 8 ALL CONSTRICTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EOGE FOR THE VISUALLY IMPAIRED. Q THIS DETECTABLE EDGE REGUIRE$ DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH RIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS ANO UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE ANO THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY ST 0.NOAR05. 0 DRILL AMC GROUT I - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATEO)WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE 15 POURED INTEGRAL WITH THE Y CURB. 0 R AN GROAT - NO. LONG RE NFORCEMENT BARS (EPDXY COATER WITH! " N COVDR.R NFORCEMEN: Q BILL D u 2 i2' L i EPO Y ? 7 N C EI BAMS ARE HOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND [OTTER. © SIDE TREATMENT EXAMPLES SHOWN ARE WREN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB R.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING 15 MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED I2'MINIMUM TO IS -MAXIMUM FROM THE NEAREST RAIL FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE UETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR 70 THE NEAREST RAIL. WHEN PEDESTRIAN GATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OE THE GATES OPPC5ITE THE RAIL 2 -FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIP GOVERNS OVER NOTE Q CPOSS[NG SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SNARED -USE FALK 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON {REE RIGHT ISLANDS. © SIDEWALK TO BE PLACED 8.75 -MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN.CLFARANCE BETWEEN THE SIDEWALK AND CATE ARM COUNTERWEIGHT 'SUPPORTS. WALKABLE SURFACE 1 O O 5 2 -MAX 0" q� NON-WALKAHLE t°J � SURFACE 4y W l ti •OA9 r O,. 2 3Q /,r S BACK OF CURB O 1 f S, 4 q 0" FLOW LINE O B' A% 0 FRONT OF GUTTED COMBINED DIRECTIONAL Q � iF NON�CONCRETE BLVO.IS CONSTRUCTED AND IS S TRA. N W TH AT TDP Of UR LED$ zl A CURB TRANS T ON PAV CONCRETE RAWP WIDTH TO E ADJACENT BACK OF CURB. STANDARD ONE-WAY DIRECTIONAL (D RAMP B% TO I. SLOPE m DIRECTIONAL RAMP WALKABLE FLARE GRADE BREAK RAMP 1 MAX.2.OX SLOPE NA A CT❑ I LL DIE INS 0" IJ" O DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB EXISTING- -'?^ I/2" R. WALK -' G - "H ➢ � PY�.�� ��yyLLVARIAOLE MM ; MIGHT H 1r 6,i •eCd V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS I EXISTING WALKWALK ,^ I/2" R. - `^'~' 9(Tk. WN'NMF VARIABLE _ HEIGHT � 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' KIN. LANDING DISTANCE FED. APS PUSH 6" WIDE BUTTON TO EOGE OF SIDEWALK V -CMB MUST NOT EXCEED SO INCHES I 1:2 la E" WIDE [u V RB 30" X 36" SWARE 9" PMr SIAL VGL B PEDESTAL FOUNDATION (LINE UP CENTER OF POLE (MUST BE FLUSH WITH WITH THE BACK OF V -CURB( 7HE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) SECTION R -R SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) V CURB INTERSECTION V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CMB HEIGHT CURB WIDTH H ri NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE [PAR) CHARGES DINE L TION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.07. AND IF THE APPROACHING WALK IS INVERSE GRADE. R P F TNI IAL CURB RAM LANDINGS SHALL BE CONSTRUE ED WITHIN ED DIEM THE BAC OF C FIB, WITHAPPLICABLE WHEN THE THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY 1 P APPLICABLE WHEN THE INITIAL PAM RUNNING SLOPE IS OVER 5.0X. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVER 30" OF VERTICAL RISE WHEN THE LONGIT URINAL SLOPE IS GREATER THAN I.M. CDNTRAGTIDH JOINTS SHALL RE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL TUINT5 SHAG USED AT THE TOP 6R➢ R OF CR UR F AR A JAC NT TO WA K E SURFACES. L BE E 9E BREAK GGN E E L ES D E L ABL BREAKSW ALL GRADE 1111 WITHIN THE PAR SMALL RF PERPENDICULAR 0 THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SERFAGE MUST HE EODAL LENGTH, TO ENSURE INITIAL RAW5 AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK HEINFORCLMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK), TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRAVE. WHEN THE BOULEVARD IS `'WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TG REDUCE NEGATIVE BOULEVARD SLOPES IBM THE TOP BACK OF CURB TO THE PAN. ALL RAMP TYPOS SHOULD HAVE A MINIMUM 3- LONG RAMP LENGTH. 4'M]kIAHJN WIDTH OF PEIEGT➢BLE WARNING IS REWIRED FOR ALL RAMPS. DETECT ABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL, DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF TWE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LEN TW 0F RADIAL DETECTABLE WARNINGS SHOULD HOT BE GREAT R THAN 20 FELT, RADIAL DETTA E WARNINGS SHALL BE SETBACK P MINIMUM TO 6" MAXIMUM FROM THE BACK DF CURB, SEE NOTES C& FOR INFORMATION REGARCING RECTANGULAR DETECTABLE WARNING PLACEMENT, Oj MATCH FULL CURB HEIGHT. O2 3" HIGH CURB WHEN USING A 3'LONG RAMP 4" HIGH CURB WHEN USING A 4'LONG RAMP. 7 3" MINIMUM CURB HEIGHT 15.5' MIN. DISTANCE REQUIRED BETWEEN BONIEST 9" PREFERRED 17'MIN. DISTANCE REQUIRED BETWEEN OOME51. Q4 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY 7HE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. 5O WHEN US]NG GONCRETE PAVED FLARES ON THE Op1510E OFDIRECTIONALRAMPS AND 0. ACENT TO A WALK ABLE SURFACE. DIRECTIONAL RAMP FLARES SHOULD BE USED- SEE THE DTAIL ON THIS SXEET. 6 GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS. FACILIATCONCRETE St OR BITUMINOUS TAPERS SHOULD BE USED OVER V [URC TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW B ICE REMOVAL. T MAX.2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TD FLOW LINE.SHALL BE O CONSTRUCTED INTEGRAL WITH CURS AND GUTTER. ® R7 TB IDX WALKABLE FLAME, PLACE COMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ®FRONT EDGE OF DCTECYABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENY TO WALKABLE SURFACE. AND S' MAXIMUM WHEN ADJACENT 10 NON -WALKABLE SO FACE WITR ONE CORNER SET T" FROM BACK OF CURB.A WALKABLE SURFACE 15 DEFINED AS A PAVED SDRFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT CDIAD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMP AIPED. O11 PECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO " FROM THE BACK OF CURB WITH CORNERS SEB T 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. FOR DIRECTIONAL RAMPS IF IN THE DETECTABLE WARNINGS PLACED AT THE BACK Or CURB. THE DETECTABLE AND SHALL COVER THE ENTIRE WIDTH T THE G THE IAI THIS ENSURES A DETECTABLE EDGE N T ANO HELPS ELEMINA TE THE CURB TAPER OBSTRUCTING SHE PATH OF PEDESTRIAN TRAVEL. ® THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR 70 THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF (LONCRETE. TO BE USED FOR ALL DIRECTIONAL RAMPS EXCEPT WHERE DOME5 ARE PLACED ALONG THE BACK OF CURB. 6" CONCRETE WALK 1.0% MIN. 2.01. WAX VAR. HAVE IL{ UP S" MINIMUMCLASS 5 SURF ACE AGGREGATE BASE THESE 6" CONCRETE WALK BACK BE CMB CONDITIONS WARRANT.LONGTTMINAL SLOPES NP TO 8.37. OR FLATTER ARE ALLOWED. FLOW LINE GUTTER SLOPE INDICATES PEOE$iR1AN RANI - SLOPE SHALL BE BETWEEN SECTION D -D FRONT of curTER D MINIMUM AND 6.3Y. MAXIMUM 1N THE DIRECTION SHOWN AND THE CROSS SLOPE SHHALLLNOT EMCEED 2.0%. AN CURB FOR DIRECTIONAL RAMPS EXISTING- -'?^ I/2" R. WALK -' G - "H ➢ � PY�.�� ��yyLLVARIAOLE MM ; MIGHT H 1r 6,i •eCd V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS I EXISTING WALKWALK ,^ I/2" R. - `^'~' 9(Tk. WN'NMF VARIABLE _ HEIGHT � 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' KIN. LANDING DISTANCE FED. APS PUSH 6" WIDE BUTTON TO EOGE OF SIDEWALK V -CMB MUST NOT EXCEED SO INCHES I 1:2 la E" WIDE [u V RB 30" X 36" SWARE 9" PMr SIAL VGL B PEDESTAL FOUNDATION (LINE UP CENTER OF POLE (MUST BE FLUSH WITH WITH THE BACK OF V -CURB( 7HE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) SECTION R -R SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) V CURB INTERSECTION V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CMB HEIGHT CURB WIDTH H ri NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE [PAR) CHARGES DINE L TION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.07. AND IF THE APPROACHING WALK IS INVERSE GRADE. R P F TNI IAL CURB RAM LANDINGS SHALL BE CONSTRUE ED WITHIN ED DIEM THE BAC OF C FIB, WITHAPPLICABLE WHEN THE THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY 1 P APPLICABLE WHEN THE INITIAL PAM RUNNING SLOPE IS OVER 5.0X. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVER 30" OF VERTICAL RISE WHEN THE LONGIT URINAL SLOPE IS GREATER THAN I.M. CDNTRAGTIDH JOINTS SHALL RE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL TUINT5 SHAG USED AT THE TOP 6R➢ R OF CR UR F AR A JAC NT TO WA K E SURFACES. L BE E 9E BREAK GGN E E L ES D E L ABL BREAKSW ALL GRADE 1111 WITHIN THE PAR SMALL RF PERPENDICULAR 0 THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SERFAGE MUST HE EODAL LENGTH, TO ENSURE INITIAL RAW5 AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK HEINFORCLMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK), TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRAVE. WHEN THE BOULEVARD IS `'WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TG REDUCE NEGATIVE BOULEVARD SLOPES IBM THE TOP BACK OF CURB TO THE PAN. ALL RAMP TYPOS SHOULD HAVE A MINIMUM 3- LONG RAMP LENGTH. 4'M]kIAHJN WIDTH OF PEIEGT➢BLE WARNING IS REWIRED FOR ALL RAMPS. DETECT ABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL, DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF TWE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LEN TW 0F RADIAL DETECTABLE WARNINGS SHOULD HOT BE GREAT R THAN 20 FELT, RADIAL DETTA E WARNINGS SHALL BE SETBACK P MINIMUM TO 6" MAXIMUM FROM THE BACK DF CURB, SEE NOTES C& FOR INFORMATION REGARCING RECTANGULAR DETECTABLE WARNING PLACEMENT, Oj MATCH FULL CURB HEIGHT. O2 3" HIGH CURB WHEN USING A 3'LONG RAMP 4" HIGH CURB WHEN USING A 4'LONG RAMP. 7 3" MINIMUM CURB HEIGHT 15.5' MIN. DISTANCE REQUIRED BETWEEN BONIEST 9" PREFERRED 17'MIN. DISTANCE REQUIRED BETWEEN OOME51. Q4 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY 7HE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. 5O WHEN US]NG GONCRETE PAVED FLARES ON THE Op1510E OFDIRECTIONALRAMPS AND 0. ACENT TO A WALK ABLE SURFACE. DIRECTIONAL RAMP FLARES SHOULD BE USED- SEE THE DTAIL ON THIS SXEET. 6 GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS. FACILIATCONCRETE St OR BITUMINOUS TAPERS SHOULD BE USED OVER V [URC TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW B ICE REMOVAL. T MAX.2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TD FLOW LINE.SHALL BE O CONSTRUCTED INTEGRAL WITH CURS AND GUTTER. ® R7 TB IDX WALKABLE FLAME, PLACE COMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ®FRONT EDGE OF DCTECYABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENY TO WALKABLE SURFACE. AND S' MAXIMUM WHEN ADJACENT 10 NON -WALKABLE SO FACE WITR ONE CORNER SET T" FROM BACK OF CURB.A WALKABLE SURFACE 15 DEFINED AS A PAVED SDRFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT CDIAD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMP AIPED. O11 PECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO " FROM THE BACK OF CURB WITH CORNERS SEB T 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. FOR DIRECTIONAL RAMPS IF IN THE DETECTABLE WARNINGS PLACED AT THE BACK Or CURB. THE DETECTABLE AND SHALL COVER THE ENTIRE WIDTH T THE G THE IAI THIS ENSURES A DETECTABLE EDGE N T ANO HELPS ELEMINA TE THE CURB TAPER OBSTRUCTING SHE PATH OF PEDESTRIAN TRAVEL. ® THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR 70 THE BACK OF CURB. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF (LONCRETE. TO BE USED FOR ALL DIRECTIONAL RAMPS EXCEPT WHERE DOME5 ARE PLACED ALONG THE BACK OF CURB. 6" CONCRETE WALK S" MINIMUMCLASS 5 LANDING AGGREGATE BASE THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING PONT. IF SITE _ CONDITIONS WARRANT.LONGTTMINAL SLOPES NP TO 8.37. OR FLATTER ARE ALLOWED. 5 INDICATES PEOE$iR1AN RANI - SLOPE SHALL BE BETWEEN A4 In I D MINIMUM AND 6.3Y. MAXIMUM 1N THE DIRECTION SHOWN AND THE CROSS SLOPE SHHALLLNOT EMCEED 2.0%. AN CUFB F Q ATCS RUDERA -SLOPESHALL BE R11 ER A 4 MIN. 12" TH[CN CONCRETE. MODIFY THE PUSH BUTTON THAN 2O% AND LESS THAN SAXIN THE DIRECTION SHOWN TYPICAL SIDEWALK SECTION AND CROSS SLOPE SHALL HOT EXCEED 2.OY. WITHIN T CORNET? WI IN INTERSEC ION CO NL LANDING AREA - 9' % 4' CIN. X MIN, PREFERRED( DIMENSIONS AND MAX ® NS N 3.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT VARIABLE DIGHT 6" 1$" 10" WIDE CbNCRETE TO MIGHT or ADJAC ENT M6.1 °W IO V -CURB SECTION A -A PUSH BUTTON STATION (V -CURB) SEMI -DIRECTIONAL RAMP (3,4.9) 3'DOME SETBACK, 4- LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON {DEAD-END SIDEWALK) INSET A EX]STR. SIDEVAI 'STRIAN PATH LLL }I F TRAVEL LANDING RAMP OT © i "W"LEf Hc7H'i I r-- - - _ - - -- - - - - _ - I � 4.5x I I'SX OT IYAR.1 I I ---.-IVARI- INSET A 4 PAN 5 TRANSITION EL 00 NDTES: A WALKABLE FLAKE IS AN 8 -IM CONCRETE FLARE THAT IS REWIRED WHEN TN FLAHE IS ADJACENT TO A WALKABLE 5URFACE•OR WHEN INF PEPESTRjAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES HEFLARE. V S S T 1 A ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS,USE OF V CURB SHOULD BE MINIMIZED.GHADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A A" WIPTH AND SHALL MATCH PREVIOUS TOP P OF SIDEWALK EL EYATIONS. 0 END TAPERS AT TRANSITION SECTION 5H4,LL MATCH INPLACE SIDEWALK GRADES. 2 ALLYO DDRA SHALL MATCH BOTTOM OF AOJACE T WALK. 3 Q BOBETWEEN NEW Y CMB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V{URB. O THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6- OR THE RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP. OR IF NEEDED. LANDING ARE AT THE FILL CURB HEIGHT (TYPICAL SECTICNI. G EXISTING CROSS SLOPE GREATER THAN 2.0%. O LEGEND 7HESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE 5HAL1 RE BETWEEN 5.0% MINIMUM AND 9.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MTN. iS' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2 W. SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. TRANSITION PANESTI- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE E .5 O RAMP TO I THE EXISTING WALK CRO55-SLOHEET FOR OF TRANSITION SHOULD ON 0.5Y. PER I LINEAR FOOT of WALK. SFE THIS SHEET FOR ADDITIONAL INFORMATION, FRONT OF GUTTER INSET A C4) (D BACK OF CURB/ I/4 FLOW LINE EDGE OF WALK 7" I� 24" 8-12" PERPENDICULARID INSE7 B VAR. RAMP 6" CONCRETE WALK PROJECTED BACK DF CURB FRONT PF GUTTER FLOW LINE EDGE OF WALK OO 4 qO 174.. BY. MAX 7" - I 8-12" 24" INSET 5 OUTFLOW T e U LOW GU TER T 20' MAX. RECOMMENDED TO NOT AFFECT PARKING "OLD TANGENT( 5' PAST OUTSIDE ZERO N3 MIN. TAPER DOWNSTREAM STDFU INSET A INSET A _- FRONT OF GUTTED FRONT OF GUTTER - O O BACK OF CURS/ O BACK OF CURB/ 1/4" FLOWO INE FOGA O WALK 1/4i 3/ FLDI�INE-\ EDGE aF WALK O I/4" 1/4" '•IRY T. I I •?9 os 812"-9 4^SILL " J. -O _,] i 2 1a a Iz"^� OPTIONAL AISACK CURB SIDEWALK NON PERPENDICULAR FOR CURB MACHINE PLACEMENT AR_OIUND RADIUS G) CONCRETE SILL TO BE USE ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB GUTTER D£ -TAIL REGARDLESS OF RAMP TYPE) SPECIFIED IN THE PLAN. MILL 5A GUT BR. u1/�� B Q PAVEMENT (D & EDGE EXISTING 87T. 2" BITUMINOUS EXISTING BIT. REMOVE & REPLACE t/4" MIN. TO PAVEMENT MILL & PATCH PAVEMENT BIT. PAVEMENT 1/2" MAX. T. 21� 2a Nl� SAWCUT SAWCUT BIT. VARtARLE DEPTH CONCRETE PAVEMENT PAVEMENT CEAU" I'D BASE EAIIND INSET A EXISTING BIT. 2 ' P A' B T. PATCH CONCRETE P EMENT PAVEMENT & ® 4 9 1 I r I `/2 I �i L N 24 WIN. P 1:3 MIN. AER ONLY ALLOWED PER ENGINEER'S APPROVAL 1:5 PREFERRED TAPER UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS POJTE IPARI AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN Tlf� PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LDC SHALL NOT BE GREATER THAN 1/4 [NIH. HOLO TANGENT 5' S T THE F TRAVEL 1 P RP N AR -I FOR USE A CUPB CUTS WHERE E PEDESTRIAN'S PATH 0 PA EL IS ASSUMED E E DIGUL TO THE GUTTER O A 7 DDT$ DC ZERO P 5 S FLOW LINE. RAMP TYPES INCLUDE, PERPENCINLPP. TIERED PEPPENDICDLAR, PARALLEL. AND DIAGONAL RAMPS. O FOR USE AT CMB RAMPS WHERE THE PET]ESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE RAMP TYPES INCLUDE -FANS & DEPRESSED CORNERS. 3 T P P T d P RAMPS. BEGIN CUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB M S. i / Q THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 1 SMALL RADIUS 7/ O ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. '-' 2'-11 TYPICAL PATCH IS USED 10 MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY, © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REOUIREACNTS. 7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. AL �" O TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. Q SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE MICH POINT OR SUPER ELEVATED ROADWAY SEGMENT:.. 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT M' CENTER TO L CENTER INTO EXISTING CONCRETE PAVEMENT P MINIMUM FROM ALL JOINTS. ARGE RADIUS z0' -4b' rrPl[AL HELPS PROVIDE TWO SEPARATE REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THISRADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. SMALL PACT BUTTONS MUST WEFT APS CRITERIA AS BESCR (BED IN THE PUSH Bi1TTbN LtlCATION DETAIL SHEET. 2'-ID'TYPICAL 0 PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTICNAL ® TO 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC. 370z. Ny (COMPOUND RADIUS) DIMENSION TO BE SAME AS .SIDEWALK THICKNESS, 4" WIN. ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT}© DIRECTION OF TRAFFIC MAIN STREET \ 5 PLAN VIEW 5 2 `\\ 0 � inrl, \ \ 2 NON -CONCRETE NOM -CONCRETE EXISTING 3c SIDEWALK EXISTING \ \ BOULEVARD BOULEVARD SIDEWALK MAX- REPLACEMENT SIDEWALK LANDING \ \ SAX MIN. \ S.Ox MAX. \ ^ LANDING LANDING \ \ \ d 2 SAW CONCRETE SIDEWALK \ \ \ N!L ON EXISTING \ \ JOINTINT (INCIDENTAL) PROFILE VIEW \ \\ \ BLYE \ � CONCRETE CONCRETE 2 T \ \ \ ? L \\ i$ BOULEVARD ROUFCVARD q" SI WdEK \ \ \ \ \ \ \ \ \ EA \ \ \ F(TY- LI \ \ \ \ \ \ \ \ \ \ O5. O Q ' OPTIONAL SlOEW ALK REINFORCEMENT EDGE OT THROUGH LANE SIDEWALK REINFORCEMENT TO EE USED Q ONLY WHEN SPECIFIED IN THE PLAN. 1.0% KIN. S.D% MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT Q 1. V. MIN. CONCRETE AND BITUMINOUS ROADWAYS'. PLACEMENT ON BITUMINOUS ROADWAYS q 5.0% MAX. 36. MAK. SAWCUT RCPCSED PPP L7:ISTMG CURS £Dp£ Of THROUGH LANE U. Arq prtTCR Ano wTTCR n, \ \ \ \ PEDESTRIAN RAMP NEDESTq]AN RAMP UP rb 2AY \ 2.OY. MAX. OR UP UP ?2 .07.. 2.OX MAX. OR UP UP 70 2.0'7. _ \ \ CHANGE TO 4% CHANGE CHANGE Tq q% CHANGE CHANCE \ \ \� S,AWCDT \ TF� CAC FOR USE ON CURB RAMP RETROFITS T-AaL�`sc\ FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS T/2 CURB AND GUTTER A \ PROPOSED NRB 3 \ T O •NB w TER REINFORCEMENT \ PEDESTRIAN RAMP CHANGE iG +'� CHANGE cxANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS Ox `O \ \ \ \ LANDING FLOW LINE PROFILE "TABLE" -FAN 1.0% MIN. 36' MAX. 5.0'/. MAX. 3" \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP Yj�' LANDING I.OY. MIN. 1.0'/. MIN. I.OY. KIN. 1-11 WI WN. 1.01 MLN. P F G.OY, MAX. AN N 1.5.4 RE ERRED l.5% PREFEPPED MA L OI G 5.OX MA%. SOA X. \ FLOW LINE PROFILE RAISE - TWIN PERPENDICOLARS 12" 36" MAY. \ 3" PA STA AN PEO 12 36" MAX. _ MP E I \ 1.0% KIN. S.O/ MAX ).5% PREFERRED 3.Ox MAX. MAX. MAX. 36" MAX. 12° \2' 12" - 12° FLOW LINE PROFILE RAISE - FAN 3" 12" CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING ( 3" POUR REINFORCEMENT "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK. NOTES: IS REQUIRED WHEN A ROADWAY IS TH A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLORS. To ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE RECONSTRUCTION PROJECTS. ON FULL PAVEMENT REPLACEMENT PROJECTS (RLNNING SLOPE GRLATER THAN ISO SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE, FOLLOW SIDfWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY TOURED TNITIAL LANDINGS. 2 DRILL AND GROUT NO.A 12" LONG REINFORCEMENT BARS AT 36•' MAXIMUM CENTER MILL & OVERLAY PROJECTS("TABLING' OF FLOW LINES.FN FRONT OF THE PEDESTRIAN RAMP, TO CENTER [EPDXY COATED). BARS TO BE ADJUSTED TO WATCH RAMP GRADE. IS PEGUIREO WHEN THE EXISTING FLOW LINE IS GREATER THAN 2Y.. WARPING OF THE BITUMINOUS Q URSLL AND GROUT 2 - X0.4 X 12" LONG REINFORCEMENT BARS {EPO%Y COATED(. PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO Z%04 AS MUCIN S POSSIBLE WHILE ADHERING TO THE FOLLOWING' CRITERIA- REINFORCEMENT REOUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. A ) L0 M RG6S-5 P OF 7 ROA 1 1. M G LO E THE 0 4 THIS OPTIONAL OURS LINE REINFORCEMENT DETAIL SHOULD ONLY BE 215A% MAX. [FOSS -SLOPE OF THE ROAD O 7]^TABLE" FLOW LINE UP TO 47 ORANGE FROM EXISTING SLOPE IN FRONT OF PEPESTR[AN RAMP USE° ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. 41 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CME RAMP O5 I/2 IN. PREFORMED JOINT FILLER MATERIAL PER MKDOT SPEC. 3102. STAND-ALONE ADA RETROFITS: FOLLOW MILL R 9YERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS CONE WITH 817WfINOUS PATCHING ON BITUWTNOUS ROADWAYS AND FULL-CEP7H APRON REPLACEMENT ON CONCRETE ROADWAYS. ' *WEF°rE -GIs REVISION: RAISING or CURS LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED APEAS.RMSE THE CURB LINES ENOUGH to `( /1 PEDESTRIAN CURB RAMP DETAILS ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING. CRITCRIA1 APPR VER: JANUARY 23,2017 111.0% MIN. ANO 5D% MAXIMUM CROSS -SLOPE OF THE ROAD �� I Oibn •P�V� 211.0% MIN. FLOW LINE (ON EITHER SIDE OF PED ESTRIAN RAMP) TO MAINTAIN POSITIVE DP AINAGE 1 (/IYI 41 LONGITUDINAL TFOR MAX.PLDW LIFE �+ 1-23-2017 STANDARD PLAN 5-297"250 0 OF 6 --- -- -- nf----- 150%RECOM DED N N LANE ROADWAY TAPERS SHOULD BC I" VERTICAL PER IS- HORIZONTAL 1 qr TW1.� STRTF C[CICN EXCINfFR 10/7/2022 3:41:48 PM 0 0 DUHSRO�e C7 m ( M p Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 TA Lk FIRM GROUND H..,_ - ,x �Dfneers U) FM z LU 2FM a a a 0 J J W (a) FM Z O 2 /N��/� N,Y M ALO^ ' L.N J 5z G O J J LU U_ 5z L -j 00 J O O !U^ v i N//'�•� / `�yV� '\'J L ) Lid 5z L 0O J V J W W c) m z J p J 5 L W Y <0- wI - v i I..1� LU m J LU 0 0 0 T- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY CIVIL DETAILS I C503 COPYRIGHT CIVIL SITE GROUP IN 4' MIN. LANDING 6" WIDE DISTANCE FROM APS PUSH BUTTON TO EDGE OF SIDEWALK -CM v B MUST NOT EXCEED 10 INCHES � b" WIDE CUFB 4" PUS" BUTTON STATION POLE 18" WIDE BY I8" LON G. A 4 MIN. 12" TH[CN CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW SQUAAEN FOUNDATION. 1$" 10" WIDE CbNCRETE TO MIGHT or ADJAC ENT M6.1 °W IO V -CURB SECTION A -A PUSH BUTTON STATION (V -CURB) SEMI -DIRECTIONAL RAMP (3,4.9) 3'DOME SETBACK, 4- LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON {DEAD-END SIDEWALK) INSET A EX]STR. SIDEVAI 'STRIAN PATH LLL }I F TRAVEL LANDING RAMP OT © i "W"LEf Hc7H'i I r-- - - _ - - -- - - - - _ - I � 4.5x I I'SX OT IYAR.1 I I ---.-IVARI- INSET A 4 PAN 5 TRANSITION EL 00 NDTES: A WALKABLE FLAKE IS AN 8 -IM CONCRETE FLARE THAT IS REWIRED WHEN TN FLAHE IS ADJACENT TO A WALKABLE 5URFACE•OR WHEN INF PEPESTRjAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES HEFLARE. V S S T 1 A ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS,USE OF V CURB SHOULD BE MINIMIZED.GHADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A A" WIPTH AND SHALL MATCH PREVIOUS TOP P OF SIDEWALK EL EYATIONS. 0 END TAPERS AT TRANSITION SECTION 5H4,LL MATCH INPLACE SIDEWALK GRADES. 2 ALLYO DDRA SHALL MATCH BOTTOM OF AOJACE T WALK. 3 Q BOBETWEEN NEW Y CMB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V{URB. O THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6- OR THE RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP. OR IF NEEDED. LANDING ARE AT THE FILL CURB HEIGHT (TYPICAL SECTICNI. G EXISTING CROSS SLOPE GREATER THAN 2.0%. O LEGEND 7HESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE 5HAL1 RE BETWEEN 5.0% MINIMUM AND 9.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MTN. iS' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2 W. SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. TRANSITION PANESTI- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE E .5 O RAMP TO I THE EXISTING WALK CRO55-SLOHEET FOR OF TRANSITION SHOULD ON 0.5Y. PER I LINEAR FOOT of WALK. SFE THIS SHEET FOR ADDITIONAL INFORMATION, FRONT OF GUTTER INSET A C4) (D BACK OF CURB/ I/4 FLOW LINE EDGE OF WALK 7" I� 24" 8-12" PERPENDICULARID INSE7 B VAR. RAMP 6" CONCRETE WALK PROJECTED BACK DF CURB FRONT PF GUTTER FLOW LINE EDGE OF WALK OO 4 qO 174.. BY. MAX 7" - I 8-12" 24" INSET 5 OUTFLOW T e U LOW GU TER T 20' MAX. RECOMMENDED TO NOT AFFECT PARKING "OLD TANGENT( 5' PAST OUTSIDE ZERO N3 MIN. TAPER DOWNSTREAM STDFU INSET A INSET A _- FRONT OF GUTTED FRONT OF GUTTER - O O BACK OF CURS/ O BACK OF CURB/ 1/4" FLOWO INE FOGA O WALK 1/4i 3/ FLDI�INE-\ EDGE aF WALK O I/4" 1/4" '•IRY T. I I •?9 os 812"-9 4^SILL " J. -O _,] i 2 1a a Iz"^� OPTIONAL AISACK CURB SIDEWALK NON PERPENDICULAR FOR CURB MACHINE PLACEMENT AR_OIUND RADIUS G) CONCRETE SILL TO BE USE ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB GUTTER D£ -TAIL REGARDLESS OF RAMP TYPE) SPECIFIED IN THE PLAN. MILL 5A GUT BR. u1/�� B Q PAVEMENT (D & EDGE EXISTING 87T. 2" BITUMINOUS EXISTING BIT. REMOVE & REPLACE t/4" MIN. TO PAVEMENT MILL & PATCH PAVEMENT BIT. PAVEMENT 1/2" MAX. T. 21� 2a Nl� SAWCUT SAWCUT BIT. VARtARLE DEPTH CONCRETE PAVEMENT PAVEMENT CEAU" I'D BASE EAIIND INSET A EXISTING BIT. 2 ' P A' B T. PATCH CONCRETE P EMENT PAVEMENT & ® 4 9 1 I r I `/2 I �i L N 24 WIN. P 1:3 MIN. AER ONLY ALLOWED PER ENGINEER'S APPROVAL 1:5 PREFERRED TAPER UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS POJTE IPARI AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN Tlf� PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LDC SHALL NOT BE GREATER THAN 1/4 [NIH. HOLO TANGENT 5' S T THE F TRAVEL 1 P RP N AR -I FOR USE A CUPB CUTS WHERE E PEDESTRIAN'S PATH 0 PA EL IS ASSUMED E E DIGUL TO THE GUTTER O A 7 DDT$ DC ZERO P 5 S FLOW LINE. RAMP TYPES INCLUDE, PERPENCINLPP. TIERED PEPPENDICDLAR, PARALLEL. AND DIAGONAL RAMPS. O FOR USE AT CMB RAMPS WHERE THE PET]ESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE RAMP TYPES INCLUDE -FANS & DEPRESSED CORNERS. 3 T P P T d P RAMPS. BEGIN CUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB M S. i / Q THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 1 SMALL RADIUS 7/ O ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. '-' 2'-11 TYPICAL PATCH IS USED 10 MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY, © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REOUIREACNTS. 7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. AL �" O TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. Q SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE MICH POINT OR SUPER ELEVATED ROADWAY SEGMENT:.. 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT M' CENTER TO L CENTER INTO EXISTING CONCRETE PAVEMENT P MINIMUM FROM ALL JOINTS. ARGE RADIUS z0' -4b' rrPl[AL HELPS PROVIDE TWO SEPARATE REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THISRADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. SMALL PACT BUTTONS MUST WEFT APS CRITERIA AS BESCR (BED IN THE PUSH Bi1TTbN LtlCATION DETAIL SHEET. 2'-ID'TYPICAL 0 PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTICNAL ® TO 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC. 370z. Ny (COMPOUND RADIUS) DIMENSION TO BE SAME AS .SIDEWALK THICKNESS, 4" WIN. ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT}© DIRECTION OF TRAFFIC MAIN STREET \ 5 PLAN VIEW 5 2 `\\ 0 � inrl, \ \ 2 NON -CONCRETE NOM -CONCRETE EXISTING 3c SIDEWALK EXISTING \ \ BOULEVARD BOULEVARD SIDEWALK MAX- REPLACEMENT SIDEWALK LANDING \ \ SAX MIN. \ S.Ox MAX. \ ^ LANDING LANDING \ \ \ d 2 SAW CONCRETE SIDEWALK \ \ \ N!L ON EXISTING \ \ JOINTINT (INCIDENTAL) PROFILE VIEW \ \\ \ BLYE \ � CONCRETE CONCRETE 2 T \ \ \ ? L \\ i$ BOULEVARD ROUFCVARD q" SI WdEK \ \ \ \ \ \ \ \ \ EA \ \ \ F(TY- LI \ \ \ \ \ \ \ \ \ \ O5. O Q ' OPTIONAL SlOEW ALK REINFORCEMENT EDGE OT THROUGH LANE SIDEWALK REINFORCEMENT TO EE USED Q ONLY WHEN SPECIFIED IN THE PLAN. 1.0% KIN. S.D% MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT Q 1. V. MIN. CONCRETE AND BITUMINOUS ROADWAYS'. PLACEMENT ON BITUMINOUS ROADWAYS q 5.0% MAX. 36. MAK. SAWCUT RCPCSED PPP L7:ISTMG CURS £Dp£ Of THROUGH LANE U. Arq prtTCR Ano wTTCR n, \ \ \ \ PEDESTRIAN RAMP NEDESTq]AN RAMP UP rb 2AY \ 2.OY. MAX. OR UP UP ?2 .07.. 2.OX MAX. OR UP UP 70 2.0'7. _ \ \ CHANGE TO 4% CHANGE CHANGE Tq q% CHANGE CHANCE \ \ \� S,AWCDT \ TF� CAC FOR USE ON CURB RAMP RETROFITS T-AaL�`sc\ FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS T/2 CURB AND GUTTER A \ PROPOSED NRB 3 \ T O •NB w TER REINFORCEMENT \ PEDESTRIAN RAMP CHANGE iG +'� CHANGE cxANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS Ox `O \ \ \ \ LANDING FLOW LINE PROFILE "TABLE" -FAN 1.0% MIN. 36' MAX. 5.0'/. MAX. 3" \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP Yj�' LANDING I.OY. MIN. 1.0'/. MIN. I.OY. KIN. 1-11 WI WN. 1.01 MLN. P F G.OY, MAX. AN N 1.5.4 RE ERRED l.5% PREFEPPED MA L OI G 5.OX MA%. SOA X. \ FLOW LINE PROFILE RAISE - TWIN PERPENDICOLARS 12" 36" MAY. \ 3" PA STA AN PEO 12 36" MAX. _ MP E I \ 1.0% KIN. S.O/ MAX ).5% PREFERRED 3.Ox MAX. MAX. MAX. 36" MAX. 12° \2' 12" - 12° FLOW LINE PROFILE RAISE - FAN 3" 12" CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING ( 3" POUR REINFORCEMENT "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK. NOTES: IS REQUIRED WHEN A ROADWAY IS TH A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLORS. To ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE RECONSTRUCTION PROJECTS. ON FULL PAVEMENT REPLACEMENT PROJECTS (RLNNING SLOPE GRLATER THAN ISO SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE, FOLLOW SIDfWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY TOURED TNITIAL LANDINGS. 2 DRILL AND GROUT NO.A 12" LONG REINFORCEMENT BARS AT 36•' MAXIMUM CENTER MILL & OVERLAY PROJECTS("TABLING' OF FLOW LINES.FN FRONT OF THE PEDESTRIAN RAMP, TO CENTER [EPDXY COATED). BARS TO BE ADJUSTED TO WATCH RAMP GRADE. IS PEGUIREO WHEN THE EXISTING FLOW LINE IS GREATER THAN 2Y.. WARPING OF THE BITUMINOUS Q URSLL AND GROUT 2 - X0.4 X 12" LONG REINFORCEMENT BARS {EPO%Y COATED(. PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO Z%04 AS MUCIN S POSSIBLE WHILE ADHERING TO THE FOLLOWING' CRITERIA- REINFORCEMENT REOUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. A ) L0 M RG6S-5 P OF 7 ROA 1 1. M G LO E THE 0 4 THIS OPTIONAL OURS LINE REINFORCEMENT DETAIL SHOULD ONLY BE 215A% MAX. [FOSS -SLOPE OF THE ROAD O 7]^TABLE" FLOW LINE UP TO 47 ORANGE FROM EXISTING SLOPE IN FRONT OF PEPESTR[AN RAMP USE° ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. 41 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CME RAMP O5 I/2 IN. PREFORMED JOINT FILLER MATERIAL PER MKDOT SPEC. 3102. STAND-ALONE ADA RETROFITS: FOLLOW MILL R 9YERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS CONE WITH 817WfINOUS PATCHING ON BITUWTNOUS ROADWAYS AND FULL-CEP7H APRON REPLACEMENT ON CONCRETE ROADWAYS. ' *WEF°rE -GIs REVISION: RAISING or CURS LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED APEAS.RMSE THE CURB LINES ENOUGH to `( /1 PEDESTRIAN CURB RAMP DETAILS ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING. CRITCRIA1 APPR VER: JANUARY 23,2017 111.0% MIN. ANO 5D% MAXIMUM CROSS -SLOPE OF THE ROAD �� I Oibn •P�V� 211.0% MIN. FLOW LINE (ON EITHER SIDE OF PED ESTRIAN RAMP) TO MAINTAIN POSITIVE DP AINAGE 1 (/IYI 41 LONGITUDINAL TFOR MAX.PLDW LIFE �+ 1-23-2017 STANDARD PLAN 5-297"250 0 OF 6 --- -- -- nf----- 150%RECOM DED N N LANE ROADWAY TAPERS SHOULD BC I" VERTICAL PER IS- HORIZONTAL 1 qr TW1.� STRTF C[CICN EXCINfFR 10/7/2022 3:41:48 PM 0 0 DUHSRO�e C7 m ( M p Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 TA Lk FIRM GROUND H..,_ - ,x �Dfneers U) FM z LU 2FM a a a 0 J J W (a) FM Z O 2 /N��/� N,Y M ALO^ ' L.N J 5z G O J J LU U_ 5z L -j 00 J O O !U^ v i N//'�•� / `�yV� '\'J L ) Lid 5z L 0O J V J W W c) m z J p J 5 L W Y <0- wI - v i I..1� LU m J LU 0 0 0 T- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY CIVIL DETAILS I C503 COPYRIGHT CIVIL SITE GROUP IN M ONTI CELLO d / B ° d 8y / n.c d s Sso a TN+ / T / j968.16 1 -SH 1 - RB%****��\ 1 -RBS CONSTRUCTION LIMITS 20 - SGJ / 3-TH- 20 - DNJZ / Civ 1 1 I I 1 I I I I I I J 7-HGJ`\ 1 -EK - 15 - SGJ SEE LEGEND FOR PLANT TYPES SEE SHEET L1.1 FOR REQUIRED PLANTING CALCULATIONS aha .�� ��' �, • • 6 4.33 WVVA ®of� ' FFE_ 966.,2 J I I I I I I I I I I I � PLANT SCHEDULE TREES * . COMMON / BOTANICAL NAME CONT NATIVE PLANTS • :,ISI 5 %V► .��,..� NATIVE CULTIVAR Y RB / Civ 1 1 I I 1 I I I I I I J 7-HGJ`\ 1 -EK - 15 - SGJ SEE LEGEND FOR PLANT TYPES SEE SHEET L1.1 FOR REQUIRED PLANTING CALCULATIONS aha .�� ��' �, • • 6 4.33 WVVA ®of� ' FFE_ 966.,2 J I I I I I I I I I I I � PLANT SCHEDULE TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY AN 5 Northwood Red Maple / Acer rubrum 'Northwood' 2.5" Cal. B&B NATIVE CULTIVAR Y RB 5 River Birch / Betula nigra 2.5" Cal. B&B NATIVE N CP 5 Prairie Sentinel Hackberry / Celtis occidentalis 'JFS-KSU1' TM 2.5" Cal. B&B NATIVE CULTIVAR SH 7 Skyline Thornless Honey Locust / Gleditsia triacanthos inermis 'Skycole' TM 2.5" Cal. B&B NATIVE CULTIVAR N EK 7 Espresso Kentucky Coffeetree / Gymnocladus dioica 'Espresso' 2.5" Cal. B&B NATIVE CULTIVAR N MB 3 Red Barron Crabapple / Malus x'Red Barron' --- EVERGREEN TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY PD 2 Black Hills Spruce / Picea glauca 'Densata' 6` B&B NATIVE CULTIVAR TT2 9 Techny Arborvitae / Thuja occidentalis 'Techny' 6` B&B NOT NATIVE ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY AG2 16 Autumn Brilliance Serviceberry / Amelanchier x grandiflora Autumn Brilliance' #20 CLUMP NATIVE Y CA 4 Pagoda Dogwood / Cornus alternifolia 1.5" Cal. B&B NATIVE Y CV 20 Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM 1.5" Cal. B&B NATIVE Y MP 10 Prairifire Crabapple / Malus x 'Prairifire' 1.5" Cal. B&B NATIVE CULTIVAR Y MS 12 Spring Snow Crabapple / Malus x Spring Snow' 1.5" Cal. B&B NATIVE CULTIVAR Y SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY CA2 22 Arctic Fire Dogwood / Cornus sericea Arctic Fire' #5 CONT NATIVE CULTIVAR Y Cl 112 Isanti Redosier Dogwood / Cornus sericea 'Isanti' #5 CONT NATIVE CULTIVAR Y DL 21 Dwarf Bush Honeysuckle / Diervilla lonicera #5 CONT NATIVE Y HA 28 Annabelle Hydrangea / Hydrangea arborescens 'Annabelle' #5 CONT NOT NATIVE Y HL2 18 Little Quick Fire Hydrangea / Hydrangea paniculata 'Little Quick Fire' #5 CONT NOT NATIVE Y SGJ 111 Sea Green Juniper / Juniperus chinensis 'Sea Green #5 CONT NOT NATIVE N LDN 54 Little Devil Ninebark / Physocarpus opulifolius Donna May' TM #5 CONT NATIVE CULTIVAR Y PD3 20 Diabolo Purple Ninebark / Physocarpus opulifolius 'Monlo' TM #5 CONT NATIVE CULTIVAR Y ST 31 Birchleaf Spirea / Spiraea betulifolia `Tor' #5 CONT NOT NATIVE Y SM 66 Dwarf Korean Lilac / Syringa meyeri 'Palibin' #7 CONT NOT NATIVE Y TT 15 Taunton's Yew / Taxus x media 7auntoniF #5 CONT NOT NATIVE N VD 24 Arrowwood Viburnum / Viburnum dentatum 'Arrowwood' #5 CONT NATIVE Y WD 47 Dark Horse Weigela / Weigela florida 'Dark Horse' --- GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY AB3 42 Blackhawks Big Bluestem / Andropogon gerardii 'Blackhawks' #1 CONT NATIVE CULTIVAR Y CK 15 Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster #1 CONT NOT NATIVE N SH2 24 Prairie Dropseed / Sporobolus heterolepis #1 CONT NATIVE Y PERENNIALS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY AT2 20 Summer Beauty Globe Lily / Allium tanguticum 'Summer Beauty' #1 CONT NOT NATIVE Y EM 14 Magnus Purple Coneflower/ Echinacea purpurea 'Magnus' #1 CONT NATIVE CULTIVAR Y GB 8 Beven's Variety Geranium / Geranium macrorrhizum 'Beven's Variety' #1 CONT NOT NATIVE Y HR 92 Daylily / Hemerocallis x Rosy Returns' #1 CONT NOT NATIVE Y HG 47 Guacamole Plantain Lily / Hosta x `Guacamole #1 CONT NOT NATIVE Y NW2 32 Walkers Low Catmint / Nepeta x faassenii Walkers Low' #1 CONT I NOT NATIVE Y LANDSCAPE NOTES: 1. WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH. 2. ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 3. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 4. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 5. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 6. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 10. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 11. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES. 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. LEGEND DSHREDDED CYPRESS MULCH, SAMPLES REQUIRED PROVIDE EDGING AS SHOWN ON PLAN ROCK MULCH/RIP-RAP, SAMPLES REQUIRED PROVIDE EDGING AS SHOWN ON PLAN DLAWN -SOD SEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PER .'.'..... MNDOT SEEDING MANUAL SPECIFICATIONS (2014) 1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC, SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLAN PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES • PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE ' PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING %00>dC% DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. 0 apo 0 Know what's below. Call before you dig. 4 1 " = 30'-0" 15'-0" 0 30'-0" 10/7/2022 3:42:09 PM CROUHO SRO�ei C� n (CD M p Civil Engineering • Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk GROUNE) U f1 Cj i Ilt-?N1 S Cl) FM z LU 2FM a a a 0 J J W U FM Z ,O LU) N CO ('7 Ln Lf) J LU 0 J m J 0 U U) N CO M Ln Ln Z 00 6L LU W 2 Z J 0 J W a_ LILIIm J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 02/07/22 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION LANDSCAPE PLAN I Ll 0 ■ COPYRIGHT CIVIL SITE GROUP IK REQUIRED LANDSCAPE CALCULATIONS: REQUIRED LANDSCAPE CALCULATIONS (ZONE: PUD- "ALL OTHER RESIDENTIAL") FORMULAS TOTAL REQUIRED (ASSUME 2" CAL. EA. AT INSTALL) TOTAL PROVIDED (EA.) SITE LANDSCAPING REQUIREMENTS (MULTI -FAMILY (5+ UNITS)) 192 REQ'D: 16 ACI CANOPY TREES (3 EVERGREEN) PER 1 ACRE & 2 SHRUBS PER 10' PROPOSED BLDG. PERIMETER 3 REQ'D OVERSTORY TREES 2.77 ACRES X16ACI =44/2CAL. IN. EA. =22-8 EVRGRN 14 14 REQ'D EVERGREEN TREES 8 REQ'D 8 8 EQ'D SHRUBS (AROUND PROPOSED BLDG. PERIMETER)* 1000 LF / 10= 100X 2 200 200 *Existing Buildings already include foundation/perimeter plantings; no additional counts PERIMETER BUFFER REQUIREMENTS (ALL OTHER RESIDENTIAL) *DOES NOT COUNTTOWARDS TOTALSITE LANDSCAPING REQUIREMENTS NORTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (218 LF) - excludes drive aisles OVERSTORY 218 LF/100 LF=2.18X2ACI =4.36/2ACI 2.18 2 UNDERSTORY 14ACI X 2.18= 30.52 ACI = 15.26 15.26 15 SHRUB 35 X 2.18 76.3 76 SOUTH BO UN DAIRY (B-4): TYPE B, OPTION 2 BUFFER (350 LF) OVERSTORY 350 LF / 100 LF =3.5 X 2 3.5 4 UNDERSTORY 14 ACI X3.50=49ACI /2=24.5 24.5 2S SHRUB 35 X 3.5 123 123 WEST BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (330 LF) OVERSTORY 330/100 LF=3.30X2ACI =6.6/2=3.3 3.3 3 UNDERSTORY 14ACI X3.30=46.2/2ACI =23.1 23.1 23 SHRUB 35 X 3.30 115.5 116 EAST BOUNDARY (R-3): N/A, NO BUFFER REQ'D* (380 LF) *Overflow Perimeter Buffer Plants added to East Boundary from North & West Perimeter TOTAL PERIMETER BUFFER COUNTS (N,E,S,W COMBINED) TOTAL OVERSTORY TREES (N, E, S, W) - see above - 8.98 9 TOTAL UNDERSTORYTREES (N, E, S, W) - see above - 62.86 63 TOTALSHRUBS (N, E, S, W) - see above - 314.8 315 VEHICULAR USE AREA LANDSCAPING (COUNTS TOWARDS TOTALSITE LANDSCAPING REQUIREMENTS) INTERIOR PARKING REQUIREMENTS ISLANDTREES 1 PER ISLANDX 10 ISLANDS 10 10 ISLAND SHRUBS 25% X TOTA L I SLA N D S F=2565X 25% = 641.25 S F REQ'D; ASSUME 3' DIA. SHRUB TYP. = 7 SF; S32.5/ 7 = 76 (3' DIA. SHRUBS) 76 76 PERIMETER VEHICULAR USE REQUIREMENTS OVERSTORY TREES 8 ACI PER 100 LF OF LANDSCAPE STRIP = 243 LF / 100 = 2.43 X 8 = 19.44 / 2 ACI = 9.72 9.72 10 EXISTING ON-SITE TREES EXISTING TREES TOTALTREES EXISITING 25 TOTAL TREES REMOVED 24 TOTALTREES REMAINING (CREDIT) 1 1 VEHICULAR USE AREA LANDSCAPE CALCS REQUIRED INTERIOR PARKING REQUIREMENTS ISLANDS (ISLAND NiSF OF EACH ISLAND 1 192 2 222 3 205 4 640 5 390 6 223 7 349 8 78 9 195 10 185 TOTAL SF OF ISLANDS 2679 REQUIRED LANDSCAPE CALCULATIONS TOTALS: TOTAL SITE COUNTS REQUIRED PROVIDED OVERSTORY TREES (TOTAL SITE REQ'D) 5.72 6 PERIMETER BUFFER OVERSTORYTREES 8.98 9 TOTAL EX I STING TREES (CREDIT) 1 1 TOTAL OVERSTORY TREES REQ'D 13.7 14 TOTAL EVERGREEN TREES 8 8 TOTAL U N DERSTORY TREES 62.86 63 SHRUBS (SITE REQ'D) 276 300 PERIMETER BUFFER SHRUBS 314.8 315 TOTAL SHRUBS REQ'D 590.8 615 AGGREGATE MAINTANENCE STRIP NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE V-2" ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON -BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS THREE TIMES WIDTH�OR OVERALL PLANT PLACEMENT OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. RULE OF THUMB - MODIFY EXCAVATION BASED ON THREE TIMES WIDTH- LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OF ROOTBALL OR OVERALL PLANT PLACEMENT DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS SIZE VARIES SEE LANDSCAPE PLAN PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT PERENNIAL BED PLANTING NTS IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1%" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE. 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 18. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS ON ALL HEADS. 21. A SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 22. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. 0 0 � Know what's below. 0111 before you dig. 10/7/2022 3:42:10 PM (C 0RO7O �0�ei O M CO) O CP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk FFIRM G`ROUN0 - yineers U) FM z LU 2FM a a a O J J LU V P:z �0 U W O d N CO M LO Ln J LUU z 00 J 0 0 U W N O M L0 LO z 00 1Z LU W 2 m z J W 0- LUm J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 02/07/22 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY LANDSCAPE PLAN NOTES & DETAILS L 1. 1 COPYRIGHT CIVIL SITE GROUP FACE OF BUILDING, WALL, OR STRUCTURE 18" - VERIFY W/ PLAN SLOPE - MIN. 2%, MAX. 5:1 MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO VERIFY W/ GRADING PLAN LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION FINISHED GRADE -_ STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED -I I II I II I COMPACTED SUBGRADE AGGREGATE MAINTANENCE STRIP NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE V-2" ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON -BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS THREE TIMES WIDTH�OR OVERALL PLANT PLACEMENT OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING NTS PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. RULE OF THUMB - MODIFY EXCAVATION BASED ON THREE TIMES WIDTH- LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OF ROOTBALL OR OVERALL PLANT PLACEMENT DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS SIZE VARIES SEE LANDSCAPE PLAN PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT PERENNIAL BED PLANTING NTS IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1%" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE. 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 15. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 16. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 18. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS ON ALL HEADS. 21. A SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 22. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. 0 0 � Know what's below. 0111 before you dig. 10/7/2022 3:42:10 PM (C 0RO7O �0�ei O M CO) O CP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk FFIRM G`ROUN0 - yineers U) FM z LU 2FM a a a O J J LU V P:z �0 U W O d N CO M LO Ln J LUU z 00 J 0 0 U W N O M L0 LO z 00 1Z LU W 2 m z J W 0- LUm J J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 02/07/22 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY LANDSCAPE PLAN NOTES & DETAILS L 1. 1 COPYRIGHT CIVIL SITE GROUP ` 4 / 155207001010 / Property Address 9320 CEDAR ST MONTI CELLO 11 Y.0 d° C l O` d d IL s, 4" LOC =9s. ,I^�'=952so1.00 0 � dan LL / / d / �� ��: Ry Vl`---' �`: /�V / `_ / / Q ^ iyJ • i . / d n 4 4 d°/ d ��E��// / d �S� //,,i/♦ L f qbNjftJkCT0 PR ROTION �° �� / QF / / ♦ I O NSTR A 9s f 9 I I I E /0 /U / I y o// / -�lll j / /' / (J // %♦ 1 � 4» qp 12 0, e6 TN+ T CRge B A / / / / j ° 96.16 / ' � / / ♦ I' P� I t o I r / h , / 0 / °CID ♦ r o / A v rn �� aI �/ / �' ��� `O� ,���//7%♦ �` INLET PROTE6aT 6Ale ♦ • _ U.,6p,CATCH BASINS, FYP CI / / / ♦ � � / � ' \ � �.♦ - /� I / It - // I L f� r �•� Par( ti •. 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I (MNDOT CATEGORY 3) ` \ Xg6 \ '� 4" SPR I „ I\ 959.60 I I 5 I \ SILT FENCE OR J /f✓ \ ` 6 \JJ \ / /4" SPR Z BIO -LOG AT BOTTOM \ PLACE EROSIONI� \ \ \ 65aB / / / / INFILTRATION ONO BASIN CONTROL BLANKET – ON ALL SLOPES 4:1 OR s g / I R(TR /ON BASIN 1 STEEPER, TYP. JC / / N (MNDOT CATEGORY 3) / Ri 3 //BOT=,964.33 — 6 \ o, F= 58.33�9�� J I ` 1 v TO,P=957.33 LZOF=9,58:33, % �1007YR HWL=957.70 V/0L=(954.33-956.13)=11,383 CF / f ,VOL=5�q,56.13-957.33)=20,897 CF SWPPP NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CITY OF MONTICELLO EROSION CONTROL NOTE; 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: -------- 1125 -------- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW .................... SILT FENCE / BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE 7z- 11 z�2� EROSION CONTROL BLANKET O� 0 0 0 Know what's below. Call before you dig. Ag�l 1 " = 30'-0" 15'-0" 0 30'-0" 10/7/2022 3:42:16 PM CROUHO SRO�e C7 m Oo \ p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota G� Cl) FM z W N co M L0 NL0co z (y) L0 O Z J O� LU U Q J W _ a Jm ~ U J O QJ O W O J > W0 `sLLJ V o J LU FM0O ZO o U W O Of 0- I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP -EXISTING CONDITIONS swi 0 ■ © COPYRIGHT CIVIL SITE GROUP IK Property Address_' / �- 9320 CEDAR ST MONTI CELLO V /7 Y! a XV � QL�/ /JL' m Qf�l e ° / I / tl ° ^ 11 © �� a/ i o da \ ^ V J / y �a �► '21! SWPPP NOTES: 4" LOC -- 1. j 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN w952.00 j"� MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. SANjL> I I I / 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, So ° 00 I I I DESCRIPTIONS, AND PRACTICES. 3„ i 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 96060 �z E // ❑T� 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, to/". / INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. d y / CONTRACTOR TO PROE / �`�/ INLET PROTECTION ATLL / DOWNSTREAM CATCH I ss 66 o d TNIP l r CR qe gppl_ BASINS �o I n I / Zr ��� / �If �� / i L� �� ° �� / ` INLET PFA TEST GAIe m °' // l �' � 's� T HSII S TYP r ��/ � 1 / �/ / / /� e° _ / • _ /. ,Zj �. / . . I AAFft 40 110 Ifi, / 9L I ••• I I / /��/ ParcE L 65 some I�Im=964.06/(0 1551 �D CONSTRUCTION' •ate: �i / / / ENTRANCE / / / \\ /�9, m49 ,23 / % % / 6 ` F \ // 4 I \ 6 INLET PROTECTION AT ' v � CATCH BASINS, TYP 4.s ;� � - '�� / j If 7" SPR X�%�/ ^ / FAIL�T-RI3QT T I i AT rn 4#1* % �� % / / 9608 �� \ CATH BASI , �yP I �� 1 / X X /RAF A /i� FF? i / — I — r— /I� l g;58i78 X 962.92 I(Records) CONSTRUCTION LIMITS / A %/It I / 03 / / 96278 I / TNH- 96�. 05 X SILT FENCE PERIMETER EROSION CONTROL AT x9y9e j CONSTRUCTION LIMITS, \I I TYP. \ ' PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR �I STEEPER, TYP. J I / I (MNDOT CATEGORY 3) I PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) \ I\ E \ x 96°1\ \ I /I SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, i TYP. S!H _gs3.8o l�� over pg• deep (H S E PLACE EROSION \ CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) i/ r 4. > � 4. v SILT FENCE OR / BIO -LOG AT BOTTOM PERIMETER OF (/ INFILTRATION BASIN IINPrLTR/AION BASIN 1 / BOT=,4.33 TOP' -957.33 LZOF=9,58:33, �1007YR HWL=957.70 V/6L=(954.33-956.13)=11,383 CF f //VOL=(956.13-957.33)=20,897 CF CITY OF MONTICELLO EROSION CONTROL NOTES 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: ------ 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■����■■■■����������■ SILT FENCE/BIOROLL- GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE L / 11 7—z EROSION CONTROL BLANKET 0 apo a Know what's below. Call before you dig. Ag�l 1" = 30'-0" mmmmmmmmli 15'-0" 0 30'-0" 10/7/2022 3:42:22 PM (CROUHO SRO�e C7 m Oo M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota & N CO c'7 L0 CU') G O J LUU z J m O U U) N CO M L0 L0 00 I.L LU W� z J W a_ LLJm LUJ J 0 0 0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP- PROPOSEDI CONDITIONS swimi © COPYRIGHT CIVIL SITE GROUP �r / Property Address_' / �- 9320 CEDAR ST MONTI CELLO V /7 Y! a XV � QL�/ /JL' m Qf�l e ° / I / tl ° ^ 11 © �� a/ i o da \ ^ V J / y �a �► '21! SWPPP NOTES: 4" LOC -- 1. j 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN w952.00 j"� MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. SANjL> I I I / 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, So ° 00 I I I DESCRIPTIONS, AND PRACTICES. 3„ i 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 96060 �z E // ❑T� 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, to/". / INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. d y / CONTRACTOR TO PROE / �`�/ INLET PROTECTION ATLL / DOWNSTREAM CATCH I ss 66 o d TNIP l r CR qe gppl_ BASINS �o I n I / Zr ��� / �If �� / i L� �� ° �� / ` INLET PFA TEST GAIe m °' // l �' � 's� T HSII S TYP r ��/ � 1 / �/ / / /� e° _ / • _ /. ,Zj �. / . . I AAFft 40 110 Ifi, / 9L I ••• I I / /��/ ParcE L 65 some I�Im=964.06/(0 1551 �D CONSTRUCTION' •ate: �i / / / ENTRANCE / / / \\ /�9, m49 ,23 / % % / 6 ` F \ // 4 I \ 6 INLET PROTECTION AT ' v � CATCH BASINS, TYP 4.s ;� � - '�� / j If 7" SPR X�%�/ ^ / FAIL�T-RI3QT T I i AT rn 4#1* % �� % / / 9608 �� \ CATH BASI , �yP I �� 1 / X X /RAF A /i� FF? i / — I — r— /I� l g;58i78 X 962.92 I(Records) CONSTRUCTION LIMITS / A %/It I / 03 / / 96278 I / TNH- 96�. 05 X SILT FENCE PERIMETER EROSION CONTROL AT x9y9e j CONSTRUCTION LIMITS, \I I TYP. \ ' PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR �I STEEPER, TYP. J I / I (MNDOT CATEGORY 3) I PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) \ I\ E \ x 96°1\ \ I /I SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, i TYP. S!H _gs3.8o l�� over pg• deep (H S E PLACE EROSION \ CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) i/ r 4. > � 4. v SILT FENCE OR / BIO -LOG AT BOTTOM PERIMETER OF (/ INFILTRATION BASIN IINPrLTR/AION BASIN 1 / BOT=,4.33 TOP' -957.33 LZOF=9,58:33, �1007YR HWL=957.70 V/6L=(954.33-956.13)=11,383 CF f //VOL=(956.13-957.33)=20,897 CF CITY OF MONTICELLO EROSION CONTROL NOTES 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. LEGEND: ------ 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■����■■■■����������■ SILT FENCE/BIOROLL- GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE L / 11 7—z EROSION CONTROL BLANKET 0 apo a Know what's below. Call before you dig. Ag�l 1" = 30'-0" mmmmmmmmli 15'-0" 0 30'-0" 10/7/2022 3:42:22 PM (CROUHO SRO�e C7 m Oo M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota & N CO c'7 L0 CU') G O J LUU z J m O U U) N CO M L0 L0 00 I.L LU W� z J W a_ LLJm LUJ J 0 0 0 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP- PROPOSEDI CONDITIONS swimi © COPYRIGHT CIVIL SITE GROUP L. 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City of Monticello Date:0_0$ Plate No. Revised: 03-15 16011 SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. i / 3" OF 1-1/2" ROCK— OR OCK OR 6" CRUSHED CONCRETE"OR / APPROVED EQUIVAANT / / TAPER DEPTH AND WIDTH SIDEWALK,--,, IDEWALK IN 10' f CURB & GUTTER II /� � , ` Q b� o - � y Q 3 OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Title: Residential Gravel Standard Plate Library Construction Entrance City of Monticello Date: 03_05 Plate No, Revised: 6001 OS -15 —Y'=RFLOW IS /2 OF THE CURB K HEIGHT =RFLOW AT TOP OF FER ASSEMBLY ISTING CURB, PLATE, BOX, ID GRATE .TER ASSEMBLY DIAMETER, 6" I -GRADE 10" AT LOW POINT 3H -FLOW FABRIC NU I L5: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C. CURBINLET FILTER I NTS 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35' R Q 0 c 0 C N 7 A C LU TO CONSTRUCTION z I AREA U) z I p Z D 0 PLAN 35' R z TO CONSTRUCTION AREA 6" MIN CRUSHED STONE X LU EXISTING 75' MINIMUM UNDISTURBED FINISHED GRADE 1 GEOTEXTILE FILTER FABRIC I I 4" HIGH, 18" WIDE i—SPEED ROADWAY PROFILE NOTES: 1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. STABILIZED CONSTRUCTION ACCESS NTS ILTER FABRIC AS SPECIFIED ILLER AS SPECIFIED :-XISTING GROUND 2" OF DIRT OR COMPOST TOSURFACE EMBED ROLL.°ir�rrrrir6 �/'DIRECTION OF • 00 WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C. NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/811 . 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. SEDIMENT BIO—ROLL / COMPOST FILTER LOG NTS SUPPORT NET: 12 GAUGE 4" x 4" WIRE HOOKED ONTO — PREFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12"O.C. IIIANCHOR FABRIC H SOIL, TAMP BACKFILL \W� CARRY WIRE SUPPORT NET DOWN INTO TRENCH �z N � SEDIMENT FENCE NTS DIRECTION OF FLOW METAL POSTS 8'-0" O.C. MAX. 0(C ROU H Ro�ei C� m Oo M p Civil Engineering , Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) �I V is it I lG' L=I S �c U L1 C.J L I,LNYs cl) z LU 50a am a O J J W (m) z 0 N Q0 (y) L0 Ln O J LU 0 J m O O U U) N CD M L0 L0 z 00 6L LU MW 2 W z J p J W Y Q a_ LLJ m J J LUO O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE I DESCRIPTION SWPPP - DETAILS SW1 2 ■ 10/7/2022 3:42:23 PM © COPYRIGHT CIVIL SITE GROUP II` GENERAL SWPPP REQUIREMENTS AND NOTES: THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES 10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 12. INSTALL STREET SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS 15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP ORIGINAL OR COPIES INCLUDING ALL CHANGES TO IT AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION(SEE SECTION 11 INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4. CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPGA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING. 4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5. FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (0 & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.6 OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2. PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3. PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4. FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5. PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8. PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2. IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE -INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6. PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2. IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4. IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.6, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2. PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4. DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.6. 9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a. DATE AND TIME OF INSPECTIONS; AND b. NAME OF PERSONS CONDUCTING INSPECTIONS; AND c. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2. PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3. PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4. PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5. PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6. PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8. PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4. PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5. PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6. PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET' TO THE HOMEOWNER. 8. FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED • TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH • IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES • 3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH • SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. • SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. TRAINING SECTION 21 DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011 TOTAL TRAINING HOURS: 12 RE -CERTIFICATION: 2/27/20 (8 HOURS), EXP. 5/31/2023 AREAS AND QUANTITIES: SITE AREA CALCULATIONS BUILDING COVERAGE ALL PAVEMENTS ALL NON -PAVEMENTS TOTAL SITE AREA IMPERVIOUS SURFACE EXISTING CONDITION PROPOSED CONDITION DIFFERENCE (EX. VS PROP.) EXISTING CONDITION 13,843 SF 7.1% 40,220 SF 20.5% 141,965 SF 72.49/o 196,028 SF 100.0% 54,063 SF 27.69/o 122,957 SF 62.7% 68,894 SF 35.1% EROSION CONTROL QUANTITIES DISTURBED AREA 148,627 SF 3.41 SILT FENCE/BIO-ROLL ±1850 LF EROSION CONTROL BLANKET 9,822 SF INLETPROTECTION DEVICES 7 EA OWNER INFORMATION OWNER: KIRK KJELLBERG 1000 KJELLBERG'S PARK MONTICELLO, MN 55362 763-295-2931 CONTACT: PROPOSED CONDITION 42,813 SF 21.8% 80,144 SF 40.9% 73,071 SF 37.3% 196,028 SF 100.0% NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. SWPPP CONTACT PERSON CONTRACTOR: SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. PROJECT NARRATIVE: PROJECT IS A DEVELOPMENT OF AN NEW MULTI RESIDENTIAL APARTMENT BUILDING AND SURFACE PARKING LOT. SITE, UTILITY, GRADING, AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE. INFILTRATION NARRATIVE: INFILTRATION IS PROVIDED AS PART OF THE PROJECT'S PERMANENT STORM WATER MANAGEMENT SYSTEM. SOIL CONTAMINATION NARRATIVE: SOILS REPORT HAS NOT BEEN COMPLETED FOR THIS PROJECT. SOILS HAVE BEEN ASSUMED TO NOT BE CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS NOT WITHIN ONE MILE OF ANY SPECIAL OR IMPAIRED WATER BODIES. IF THE PROJECT WAS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS: 1. DURING CONSTRUCTION: A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX • FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. •• AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. •• DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. • MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. 10/7/2022 3:42:27 PM C000 RSH (KFI LQ Oo M Y) Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND �l V l: it l lt' LI Sc 4 f1 C� i IILNT H U W 0 d N CO ('7 L0 Lo z O LLI J U z O 2 J m O U W z 0 2 N CQ M L0 Ln z O J V/ 6L W MW 2 W z J p J 2 W Y 0- w LLJ o�o m J _J Ljj Y O O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MaTthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP - NARRATIVE SW1 03 COPYRIGHT CIVIL SITE GROUP ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT PROJECT NAME: MONTICELLO APARTMENTS PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.) ADDRESS: SCHOOLL BLVD CITY OR TOWNSHIP: MONTICELLO STATE: MN ZIP CODE: 55362 LATITUDE/LOGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.283610 N, -93.800461 E METHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL SGS TOPOGRAPHIC ALL CITIES WHERE CONSTRUCTION WILL OCCUR: MONTICELLO ALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: WRIGHT ALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: NA PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 2.77 PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RE & RD CONSTRUCTION OTHER (DESCRIBE): XXXXX CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE) EXISTING AREA OF IMPERVIOUS SURFACE: 1.24 POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 2.67 TOTAL NEW AREA OF IMPERVIOUS SURFACE: 1.42 RECEIVING WATERS WATER BODY ID I NAME OF WATER BODY I WATER BODY TYPE I SPECIAL WATER? (Y/N) DATES OF CONSTRUCTION CONSTRUCTION START DATE: 05/20 ESTIMATED COMPLETION DATE: 10/20 SOILS INFORMATION IMPARIED WATER (Y/N) MAP UNIT SYMBOL MAP UNIT NAME 1377B DORSET -TWO INLETS COMPLEX, 2 TO 6 PERCENT SLOPES GENERAL CONSTRUCTION PROJECT INFORMATION DESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): A NEW MULTI RESIDENTIAL APARTMENT BUILDING, SURFACE PARKING LOT, AND STORMWATER BASIN WILL BE CONSTRUCTED. DESCRIBE SOIL TYPES FOUND AT THE PROJECT: PER WEB SOIL SURVEY, SOILS HAVE BEEN ASSUMED TO HAVE A HYDROLOGIC DESIGNATION OF "B" SOILS. SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDING WETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY. Zir IL 61- Y4 T - - <' w 9I)Lh S1 NE - - -- -KUID79,ffCa w 65th Si NE - - e LW ? + li GENERAL SITE INFORMATION (III.A) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILITZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.13) SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST -CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. • EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST -CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. • LOCATIONS OF AREAS NOT TO BE DISTRUBED. • LOCATION OF AREAS OF PHASED CONSTRUCTION. • ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. • METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? YES OR NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8) 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML N/A IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NO IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4 -TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED "WORK IN WATER RESTRICTIONS" DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NO IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D): • WET SEDIMENTATION BASIN • INFILTRATION/FILTRATION • REGIONAL PONDS • COMBINATION OF PRACTICES INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION / FILTRATION / REGIONAL PONDING CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C) IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (IV.B) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR "WORK IN WATER RESTRICTIONS". ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100 -FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS. SEDIMENT CONTROL PRACTICIES (IV.C) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50 -FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND. 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? NO IF YES, DESCRIBE (OR ATTACH PLANS) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.0 OF THE PERMIT. N/A DEWATERING AND BASIN DRAINING (IV.D) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT -LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2 -YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? YES OR NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A. N/A INSPECTIONS AND MAINTENANCE (IV.E) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: • ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND • WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) according to Minn. R. ch. 7045, including restricted access and secondary containment: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. Describe spill prevention and response for fueling and equipment or vehicle maintenance: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (IV.G) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5): UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION PROCEDURE. DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE) 10/7/2022 3:42:34 PM (CROVRO SRO�e O M CO) O O Civil Engineering ^ Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk FFIRM G`ROUN0 _- - yineers N CO M LO L[) O J W O C0 O U W N O M L0 LO 00 1Z W W mz J W Y Q 0- LUm J LU O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY WPPP - ATTACHMENTS SW1 04 COPYRIGHT CIVIL SITE GROUP ATTACHMENT B: SWPPP INSPECTION FORM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1, 2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FACILITY INFORMATION SITE NAME: FACILITY ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM ATTACHMENT C - ABOVE -GROUND FACILITY MANAGEMENT SCHEDULE INSPECTOR NAME: PHONE NUMBER: PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? ❑ ❑ ❑ 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? 2 DATE (MM/DD/YYYY): TIME: AM / PM ❑ 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? ❑ IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? ❑ ❑ RAINFALL AMOUNT (IF APPLICABLE): 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? ❑ IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPAIRED WATER? ❑ 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTS ❑ ❑ 6. NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. ❑ ❑ 3 EROSION CONTROL REQUIREMENT (PART IV.B) ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? ❑ ❑ ❑ Y N N/A 1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE) ❑ ❑ ❑ 2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? ❑ ❑ ❑ 3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH) ❑ ❑ ❑ 4. ARE THERE BMP'S FOR ONSITE STOCKPILES? ❑ ❑ ❑ 5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? ❑ ❑ ❑ 6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION? ❑ ❑ ❑ COMMENTS: SEDIMENT CONTROL REQUIREMENT (PART IV.C) Y N N/A 1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? ❑ ❑ ❑ 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? ❑ ❑ ❑ 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? ❑ ❑ ❑ 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? ❑ ❑ ❑ 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? ❑ ❑ ❑ 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? ❑ ❑ ❑ 6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS? ❑ ❑ ❑ 7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? ❑ ❑ ❑ 8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE? ❑ ❑ ❑ 9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS? ❑ ❑ ❑ COMMENTS: MAINTENANCE -EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.) Y N N/A 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER? ❑ ❑ ❑ EROSIONOBSERP El ❑ ❑ 3. PERIMETER -- El ❑ ❑ 4. ARE INEET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY? COMMENTS: ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW -IMPACT EARTH -MOVING EQUIPMENT). 0 0 0 � m Oo M FP Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFFIRM G`ROUND - ---. - - -. 'yineers OTHER 1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER? Y N ❑ ❑ N/A ❑ w 2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS? ❑ ❑ ❑ 0 3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?❑ ❑ ❑ 0- ARE ALL SOLID WAS I ES BEING PROPERLY DISPOSED 01F' El El El ❑ 13.1. IF YES, EXPLAIN HOW THE TOPSOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. 5. IS THE CONCRETE WASHOUT AREA COMPLETELYCOISITAINED? fi. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN? ❑ ❑ ❑ COMMENTS: Y N N/A 7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE? ❑ ❑ ❑ 7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGE HAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN 7 DAYS? 8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART IIID OF THE PERMIT? DESCRIBE: Y N N/A 9. IS ANY DEWATERING OCCURRING ON SITE? ❑ ❑ ❑ 9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO? Y N N/A 10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE? 11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE? ❑ ❑ ❑ 12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT? ❑ ❑ ❑ 12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT? ❑ ❑ ❑ 13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED? ❑ ❑ ❑ 13.1. IF YES, EXPLAIN HOW THE TOPSOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. Y N N/A 14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION? ❑ ❑ ❑ 14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES? ❑ ❑ ❑ 15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 16. PROPOSED AMENDMENTS TO THE SWPPP: 17. POTENTIAL AREAS OF FUTURE CONCERN: 18. ADDITIONAL COMMENTS DISCLOSURES: • AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. • THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS. • THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA. U) FM z LU 5FM a a I< N CO M LO Ln O J LU I - Z O J 100 J O U W V W W m J J W N O M LO Z O J LU J U_ Z O Y Q W ry LU m J LUY O O O T_ I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY WPPP - ATTACHMENTS ■ 10/7/2022 3:42:35 PM SW15 0 COPYRIGHT CIVIL SITE GROUP II\ a aNi 7t Lo N O N M 7.4 7.6 8 - 9 - - co O I cm A B C D E IF H J I I I I I II I I K L M N P Q R I I I I I I I UNIT TYPE COUNT Name Count I Type UNIT 1.1 45 <varies> UNIT 1.2 4 1 BED + DEN UNIT 2.1 24 2 BED UNIT 2.2 8 2 BED UNIT 2.2A 2 2 BED UNIT 2.3 8 2 BED UNIT 3.1 1 3 BED UNIT S1 5 <varies> Grand total: 97 UNIT LEGEND 9 FITNESS ROOM ❑ SC -1 ❑ PACKAGE ROOM ❑ UNIT 1.1 SA -1 ❑UNIT 1.2 ❑ SB -1 ❑UNIT 2.1 UNIT TYPE PER FLOOR Name Count Net Area Type Not Placed UNIT S1 1 1 Not Placed ISTUDIO Not Placed: 1 1 FIRST FLOOR UNIT 1.1 9 650 SF 1 BED UNIT 1.2 1 877 SF 1 BED + DEN UNIT 2.1 5 <varies> 2 BED UNIT 2.2 2 <varies> 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT 3.1 1 1320 SF 3 BED UNIT S1 1 573 SF STUDIO 1 FIRST FLOOR: 21 2 SECOND FLOOR Ll UNIT 2.2 11 UNIT 2.3 UNIT 1.1 1 650 SF <varies> UNIT 1.2 111 - 877 SF 1 BED + DEN UNIT 2.1 <varies> 2 BED UNIT 2.2 <varies> 2 WORKOUT RogWies> 2 BED UNIT 2.3 2 BED 1281 SF 2 BED UNIT S1 1 573 SF STUDIO ❑ UNIT 3.1 2 SECOND FLOOR: 25 3 THIRD FLOOR F-1 UNIT S1 UNIT 1.1 12 650 SF 1 BED UNIT 1.2 1 877 SF 1 BED + DEN UNIT 2.1 6 <varies> 2 BED UNIT 2.2 2 <varies> 2 BED UNIT 2.2A 1 959 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT S1 1 573 SF STUDIO 3 THIRD FLOOR: 25 4 FOURTH FLOOR UNIT 1.1 12 650 SF 1 BED UNIT 1.2 1 877 SF 1 BED + DEN UNIT 2.1 6 <varies> 2 BED UNIT 2.2 2 <varies> 2 BED UNIT 2.2A 1 959 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT S1 1 573 SF STUDIO 4 FOURTH FLOOR: 25 Grand total: 97 K L M A B C D E IF H J I I I I I I I I II I I N P Q R I I I I 22'- 6 3/8" 3.1 0 PARKING GARAGE REFERENCE PLAN 1/16" = V-0" 6.8 7.3 7.7 7.4 7.6 8 - 9 - 1 REFERENCE FIRST FLOOR 1/16" = V-0" PLAN 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. i PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 3.1 PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. 4.6 OR Cow�O 4- N COjob u s # ISSUE/REVISION DATE DD Pricing Set 03.01.2022 6.8 7.3 7.7 SHEET TITLE REFERENCE FLOOR PLANS SHEET NUMBER A051 FIRM GROUND architects & engineers ( D3 A B C D E IF H J I I I I I II I I K L M I I I N P Q R A B C D E IF H J I I I I I I I I I II I I --(3.1) (::3) --- 7.4 — 7.6 8 9 — 2 REFERENCE SECOND FLOOR 1/16" = 1'-0" 7.6 7.7 8 9 — K L M N P Q R I I I I I I I 10 I I I I I '2 3 REFERENCE THIRD FLOOR A052,' 1/16" = V-0" 3.1 4.6 6.8 7.3 7.7 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cOw N CCu S # I ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE REFERENCE FLOOR PLANS SHEET NUMBER A052 FIRM GROUND architects & engineers 7.4 7.6 8 — — 9 A B C D E IF H J I I I I I II I I T � ern,(1, p... — 3.1 6.8 A402 2 7.3 7.4 — 7.6 — 7.7 8 — — 9 I I I I I I I I I I I I I I I 10 I I I I I I I I I I I I I I I 10 A B C D E IF H CIO A401 1 I I I I I II I I K L M N P UQ R I I I I I I I a v REFERENCE R �, 4 REFERENCE FOURTH FLOOR 2 F PLAN cm A� 1/16" = V-0" A' 1 /16" = V-0" N co 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY R. NICHOLS 3.1 CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cOw N CCu S 4.6 # I ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 6.8 an 7.7 SHEET TITLE REFERENCE FLOOR PLANS SHEET NUMBER A053 FIRM GROUND architects & engineers Keynotes- Floor Plan Key Value Keynote Text 2 EL m v M It 6 N A401 A B C D E F G H 16 J 1 A501 I I I I I I I 1 5' - 9" 18'- 4 1/4" 10'- 0 3/4" 15'- 3 1/4" 20'- 4" 1 28'-4" 28'- 4" • 13' - 4" 4'-0" 4'-3" -3" ao zo ECH. DOG WASH F- 45 SF 108S i MI -8 2'- 0 3/4" T 00 009 ' I 17 16 15 14 13 12 11 10 09 08 07 06 ' 05 T I I — — — — %6" 3.1 76 PARKINGGARAGE STAL 18 12'-1 3/8" 8' - 2" 28'- 6" 28' 1 N N co 19 1 — — — — — —0o — — — — — — — — — — — — �'' M I-8 0? r _ 20 4A519 N — — — — 5 _. I t I 44 45 46 47 48 49 50 51 5 Co - 25 A501 21 M CO I I M 1 I bo PAI -8 MI -8 I I I I I I I 22 nOA :D E-1 E-1 N ELEV. LOBBY • r M I-8 co 004 4' - 0' ' N 23 i2 74 SF E-1 43 • 6.8 7 ' I I I I I E-12 24 42 N 00 o 00 r bo E-12 25 i• N N I I I I o — 26 — — — — — — — — — — — — — � –5'- o" I — I � 0 o EXHAUST + AREA LL bD Izo 'k t-7 7 40 r r M r I SB -0 _ I TI[OK]M I-8 C-16 N 165 SF 39 3 S- i i i i i i -0 2 A403 A517 � M I-8 27 38 o FE, I I I I I ao 28 0 37 bo CV N N 00 E-12 bo N B 0 PARKING GARAGE WEST 1/8" = 1 '-0" 18' - 4 1/4" 31 32 w a> I 25' - 4" 36 I I I I 35 I I I I I 34 I I I 2 33 A411 I I I C E 26 F A502 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY X. SAMPLE CHECKED BY T. WASMOEN ©COPYRIGHT 2022 FIRMGROUNDAE INC. cOR ��r N Chu S # ISSUE/REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE PARKING GARAGE FLOOR PLAN- WEST SHEET NUMBER Al OOA FIRM GROUND architects 8. �gineers a v M It 6 N I O ' N Cl) 0 K L M N P Q R I I I I I I J I I I I I I I I 1 • I I I I ' 3 T3 34' - 2" 28'-4" 28 -4' 28 -4 18'- 41 /4 5'- 9 — — 3., — - 3" —4 — — — — — — 1 1 I • 8 T � 27'- 0 1/128" 0 w 00 1 bo ao 06 ' 05 04 03 02 01 76 75 74 73 • 27' - 0" 7' - 0" 0 28'- 4 1/128" 3.1 I T 28' - 6'0 t\ N/24'- 2 5/8" 24'- 0" 12'- 0" N N / N N 1 V • I I I I I co1-8 1 I o I I I I- w 4' 0.. 49 50 51 5 53 54 3'- 8" 8" N 72 25 - A501 1 M I I � I w MI -8 ELEV.=LOBBY o*� I 6 MI -8 120 SIF MI -8 0 71 A511 5 ' 1 520 1 N 1 N E-1 I I E1 • I 1 1 I 1 1 70 1 L J I I I REFUSE -8 • — _ 1N L -J r 16 — 0 69 A501 • , C N M 1-8 55 El o bo 68 1 ao N N o 56 10 67 1 A402 7.3 MI -8 El 66 OD 57 N r a> a O SC 0 I I I I I I I I I I N 58 MI -8 C-0 bo M C-16 `� I 236 MI -8 I N A403 1 -_ I 142 SF I N -- c _ I 12'- 0"zo Lj o SCS 5 59 � A518 0 MI -8 co � N 1 60 I I I ss T u? in 64 co bo 61 bo bo 0 N N N co 1 N 63 62 N 28'- 4" 62'- 10 1/8' 1 I I I I I I 1 A502 I I 1 0 PARKING GARAGE EAST A100 1/8" = 1'-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct Registered supervision and that I am a duly Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. �1 I►ti 1 # ISSUE/REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE PARKING GARAGE FLOOR PLAN- EAST SHEET NUMBER Al OOB FIRM GROUND architects & engineers FLOOR PLAN GENERAL NOTES 1. PLANS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING/FOUNDATION FOR EXTERIOR WALLS AND CENTERLINE OF INTERIOR ALLS. 2. EXISTING WALLS DIMENSIONED FROM EXISTING FACE. 3. TYPICAL GRID LINES ALIGN WITH FACE OF FOUNDATION FOR EXTERIOR WALLS AND CENTERLINES OF INTERIOR WALLS. 4. DOORS 3" OFF ADJACENT WALLS UNLESS OTHERWISE NOTED. 5. EXISTING WALLS SHADED GRAY. 6. ALL NEW WALLS ARE NOT SHADED. 7. ALL EXISTING DOORS ARE SHOWN OPEN AT 45 -DEGREE ANGLE. 8. ALL EXISTING DOORS ARE SHOWN OPEN AT 90 -DEGREE ANGLE. FIRM GROUND ARCHITECTS & ENGINEERS - WALL NAMING CONVENTIONS [ WALL TYPE ] [ MODIFIER ] [ RATING ] ex. W 1 6 A R1 [Structural Material] [Location] [Nominal Size of Stud] [Permutation] [Hr Rating (if applicable)] (W)ood (E)xterior (S)teel (I)nterior (M)asonry (F)urring Keynotes- Floor Plan Key Value Keynote Text 3 3.1 — ao co v - bo co o r � -N-- 41 25 A501 LO r 6 r 00 co w o r 7 w to 0 r - I bo r N bo M r` n o T � N CV M r` 1 A517 °r° co Ico r I v N 0 o T M N T FFF 5'-9" a ' M In M N I FIRST FLOOR WEST 1/8" = V-0" 34'- 2" U NIT 2.3 128 1281 SF CD R1 40'- 0 1/2" C D E F G H A401 26 A502 1 23'- 11 1/4" 4'- 0" T- 6 1/2" 101-91, 95'- 5 5/8" 20'- 5 1/8" 13'-71/8" 12'-2" 6'-85/8" I I SA -E 4'-0" 24'- 3 3/4" A516 '-81 Ibo III J �16 A501 20'- 9 3/4" 4' - 0" • 1 9'- 0 1/2" 1 22'-21/2" '-51/4 — — H171 1 00B R�;4 W I-4 �J o oC • --- C --- --- 1 UNIT 2.1 --- --- R14 - - - - - - 129 OFFICE - - - 132 100A • 959 SF --- - - - 147 SF R14 LOBBY 100 I I� � I LLd I I 558 SF ® � U P 131 A 6 A700 4 1 1 SA -1 PACKAGE ROOM ® N541L �CD C1 150 131 238 SF 171 SF 133 69 SF SA -1 j 81 – – — — – 000000000 – – – – 000000000 C-6 0 R1 �, _ _ =1= 134 135 o00000000 = _ _ - 000000000 + # O REF RC1- R1 ESTROOM ®' R o> 17 ® 135 118A C-6 I 134 64 SF P4 I 81 SF 118 118C L118D R1 18 A700 1(:lW1810 118H 118 118F 11OEM,.STOR. IL — I 137 15 A700 11 SW -6 86 SF 16 I RL COMM ROOM LOUNGE UNI 1 1.1 116 127 709 SF P-4 4 4 SF 650 SF II 1 P-4 P-6 RES. TORAGE u A519 R 1 R 1 P-4 18 ` 71- 3/4" R 1 12' - 1 1/2" 13'- 7 1/2" 12'-i 5/8" 12'- 10 7/8" 111- L 373 SF JIM -- II ® UNIT S1 co - - 119 r- L - 11 ' - 0 3/4" _ - 0" 24'- 4 1/4" 20'- 11 1/4" 4'- 011 II � T bo II r--- C UNIT 1.1 I F- 126 I 650 SIF R14 co o -- [ N N NI .1 T - - 120 ® 650 SIF - M TE /W 1\4 N II II UNIT 1.1 co — =4215ff— 650 SF - SW -4 N _ R2 II N qt I NI .1 II I I 121 UP SB 1 650 SF qt SB -1 I Cl) B-1 - R - a S 3 JjL� II273 SF I ] o 2 A403 — r r SW -4 R2 --� -- I I C? 0 N qt C-6 II R1 UNIT 2.1 124 UNIT 2.1 959 SF 122 C-6 R1 -- - - -- bo cr) 28'-6" 5'-0 " qt28-6N N 11■ I I I 26'-2" ® I I R11 ® 00 I UNIT 3.1 N 123 - 2 1320 SF C° a0 A411 C' N 9' - 3" 12'- 3 3/4" 7' - 9 I I I I 62'-0" I I . 6 7116" 1 — 7.3 7.7 J� 7 PLAN 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cow N Chu S # ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 Footing & Foundation/Precast Permit 09.30.2022 SHEET TITLE FIRST FLOOR PLAN - WEST SHEET NUMBER Al 01 A FIRM GROUND architects 8. �gineers 10 N N r ao co ao co v - bo co o r � -N-- 41 25 A501 LO r 6 r 00 co w o r 7 w to 0 r - I bo r N bo M r` n o T � N CV M r` 1 A517 °r° co Ico r I v N 0 o T M N T FFF 5'-9" a ' M In M N I FIRST FLOOR WEST 1/8" = V-0" 34'- 2" U NIT 2.3 128 1281 SF CD R1 40'- 0 1/2" C D E F G H A401 26 A502 1 23'- 11 1/4" 4'- 0" T- 6 1/2" 101-91, 95'- 5 5/8" 20'- 5 1/8" 13'-71/8" 12'-2" 6'-85/8" I I SA -E 4'-0" 24'- 3 3/4" A516 '-81 Ibo III J �16 A501 20'- 9 3/4" 4' - 0" • 1 9'- 0 1/2" 1 22'-21/2" '-51/4 — — H171 1 00B R�;4 W I-4 �J o oC • --- C --- --- 1 UNIT 2.1 --- --- R14 - - - - - - 129 OFFICE - - - 132 100A • 959 SF --- - - - 147 SF R14 LOBBY 100 I I� � I LLd I I 558 SF ® � U P 131 A 6 A700 4 1 1 SA -1 PACKAGE ROOM ® N541L �CD C1 150 131 238 SF 171 SF 133 69 SF SA -1 j 81 – – — — – 000000000 – – – – 000000000 C-6 0 R1 �, _ _ =1= 134 135 o00000000 = _ _ - 000000000 + # O REF RC1- R1 ESTROOM ®' R o> 17 ® 135 118A C-6 I 134 64 SF P4 I 81 SF 118 118C L118D R1 18 A700 1(:lW1810 118H 118 118F 11OEM,.STOR. IL — I 137 15 A700 11 SW -6 86 SF 16 I RL COMM ROOM LOUNGE UNI 1 1.1 116 127 709 SF P-4 4 4 SF 650 SF II 1 P-4 P-6 RES. TORAGE u A519 R 1 R 1 P-4 18 ` 71- 3/4" R 1 12' - 1 1/2" 13'- 7 1/2" 12'-i 5/8" 12'- 10 7/8" 111- L 373 SF JIM -- II ® UNIT S1 co - - 119 r- L - 11 ' - 0 3/4" _ - 0" 24'- 4 1/4" 20'- 11 1/4" 4'- 011 II � T bo II r--- C UNIT 1.1 I F- 126 I 650 SIF R14 co o -- [ N N NI .1 T - - 120 ® 650 SIF - M TE /W 1\4 N II II UNIT 1.1 co — =4215ff— 650 SF - SW -4 N _ R2 II N qt I NI .1 II I I 121 UP SB 1 650 SF qt SB -1 I Cl) B-1 - R - a S 3 JjL� II273 SF I ] o 2 A403 — r r SW -4 R2 --� -- I I C? 0 N qt C-6 II R1 UNIT 2.1 124 UNIT 2.1 959 SF 122 C-6 R1 -- - - -- bo cr) 28'-6" 5'-0 " qt28-6N N 11■ I I I 26'-2" ® I I R11 ® 00 I UNIT 3.1 N 123 - 2 1320 SF C° a0 A411 C' N 9' - 3" 12'- 3 3/4" 7' - 9 I I I I 62'-0" I I . 6 7116" 1 — 7.3 7.7 J� 7 PLAN 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cow N Chu S # ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 Footing & Foundation/Precast Permit 09.30.2022 SHEET TITLE FIRST FLOOR PLAN - WEST SHEET NUMBER Al 01 A FIRM GROUND architects 8. �gineers Keynotes- Floor Plan Key Value Keynote Text 2 EL r M V C6 N I O N i Cl) O I I I I I I I I I I JO K� L. �M. N P' A'. 1 FIRST FLOOR EAST 1/8" = V-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .civilsitegroup.com BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY X. SAMPLE CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. # ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE FIRST FLOOR PLAN EAST SHEET NUMBER A101B PLAN FIRM GROUND architects & I rrngineers 2 EL 6 N O ' N Cl) 0 A B C D E F G H J A401 16 I I I I I 1 I A5o1 I 126'- 5 1/4" 1 1 34'- 2" 23'- 11 1/4" 1 4'- 0" T- 1113/16" 9'- 10 3/8" 20'- 10 7/16" 1 4' - 0" 20'- 9 3/4"' - 0" Keynotes Floor Plan 40'- 0 1/2" 13'- 7 1/8" 12' - 2" 22'- 11 1/8" 8'- 1 1/4" 16' - 8" 8'- 3" 13'- 83/4 ' Key Value Keynote Text • 1 1 1 2 1 2'- 6 1/8 ' A5167ao 1 tI- IP-4 R14 I I R1 ILL 1 N UNIT 2.1 I I UNIT 1.1 UNIT 1.1 N 229 23 200 T 959 SF I 650 F 650 SF M I II II I 3 — — — — 3 I SA -2 T1 3.1J L �c - sA-2 - 3.1 IILl L1,I � II 4UNIT2.3 ---- STORAGE M 228 M 1281 SF R11 0 II 218 11 13F� ---- ---- N— — — — — — — tFN 218D — — — — - r • qt E� L - - 4 bo - - C - R1 217 P-4 1 I 1 L82 SF 218A 218 218C -- - - 21s o r 218E 218 218G 218H 1 rj N — — — — UNIT 1.1 SI6 11 I R 215 25 A501 003 UNIT 1.1 A519 UNIT 2.1 ' T 14 227 216 r 650 SF r P-4 959 SF P_4 P-4 T- 8 3/4" R1 12'- 1 1/2" 13-712 /" 12' - 3 5/8" R 1 10'- 8 1/2" 13'- 8 13/16" R1 6 r Cu I I M UNIT S1 r e0 1 1 1 CO lml 1 _ -- -- 573 SF VP- -14 T 11 ' - 0 3/4" 4' - 0" 24' - 4 1 /4" 20' - 11 1 /4" 4' - 0 T " ' 0 N— — — — — — — — — — — 11 M 6.8 ao ® • UNIT 1.1 o WR -4 - bo `T' 650 SF m M o r I�I L II N r 7 CV II T N bo 00 co UNIT 1.1 r 220 °o 650 SF R14 r CD T -- T qt N C\I II FF UNIT 1-1 r ®qt7.3 0 7.4 2o -SF 1 N SW -4 - - T R2 - - L - r - O r I I T A- 4 S 221 w \A5 7 SB -2 Ch N R14 N 3 SB -2 T I 273 SIF I r a J 2 A403 J - ih � r CD I I I I M o N II II T II II II II I I I I UNIT 2.1 UNIT 2.1 224 C-6 FMI 959 SF R1 958 SF M r N T 22 Ch N qt N N UTIL. 54 SF - zo I 1 I I I I I I I N N I I I I I I I 2 A411 I I I I I I I I I I I I I I I 26 1 2 SECOND FLOOR WEST A502 1A11 02 1/8" = 1'-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY X. SAMPLE CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. cow OR �ON Chu S # ISSUE/REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE SECOND FLOOR PLAN- WEST SHEET NUMBER Al 02A FIRM GROUND architects & engineers Q TK TL M N P Q R I I I I I I I 17'- 2 3/4" 27'-6" 17- 3 1/4" I I I I I I I I 2 SECOND FLOOR EAST A102 1/8" = 1'-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cOw N CCu S # I ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE SECOND FLOOR PLAN -EAST SHEET NUMBER A1 02 B FIRM GROUND architects & engineers 62'- 0" 4("�1 A502 I I I I I I I I 2 SECOND FLOOR EAST A102 1/8" = 1'-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cOw N CCu S # I ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE SECOND FLOOR PLAN -EAST SHEET NUMBER A1 02 B FIRM GROUND architects & engineers 2 EL 0 6 N O ' N Cl) 0 3 3.1 6.8 — 7 - 1 7103/ 10 — A B C D E I I I I I F G H J A401 16 I A501 I THIRD-FOURTH FLOOR WEST 1/8" = V-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. �1 I►ti 1 # ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE THIRD-FOURTH FLOOR PLAN- WEST SHEET NUMBER Al 03A FIRM GROUND architects & engineers 2 EL 6 N O ' N Cl) 0 J K L M N P Q R 3 I T3 I I I I I I 109' - 1 1 /4" 4'-0" �24'-23/4 4'-0" T-73/4" 7 -73/4" 4'-0" 24'-25/8" 34'-2" 13'- 7 5/8" 12'- 1 1/2" 8' - 6" 12'- 1 1/2" 13'- 7 5/8" 40'- 0 1/2" I 1 I I I I I I . . . . ........... I oo I 1 I I I I P-4 R1 P-4 ' R1 R4 1LO N UNIT 2.1 ; _ NIT 2.1 UNIT 1.1 Eml Film]/ UNIT 2.3 300 959 SF 59 SF 303 650 SF F 1281 S I 1 FF1 3.1 LO 3.1 i II I i L Ll Ll L 7F L �N R1 -6 T C-6 -- ---- ---- C-611 O ®4 R1 JW�MAP-4 — V. LOBBY 312 313 R16 ] ® SW -6> 83 SF 312 O 12A WR1-6 co 4.6 I 360 SF 304 12B 1 312E 3 I 11 1 650 SF UNIT 2.1 -6 A5 T 25F7 71 0 A501 959 SF T jEnl F, I 312D 312C L - L �r SW -4 0 PA • R2 ASH I R 1I \ 6 13' - 8 13/16" 12' - 0 1 /16" 13' - 3 3/4" 4' - 6" 311 SW 6 11 C_g 1 1 A511 - 97 S R2 C-6 R1 L 6 -- w-4 o R2 I _ • r UNIT 1.1 � w 305 R14 ' SW -4 650 SF r 4'-0" 24'- 4 -0 7'-6" R2 1 II 16 Z° ih UNIT 1.2 N 0 A501 N 00 310 877 SF r 00 O T00 10 Lo 30 co T — — — r1 I r` P-4 F_ ® - - R1 Cl) ----J m r O 00 T NCC H 6 r 1 A402 1 II — — — — — — � P-4 — — — — — UNIT 1.1 — — — — 7.3 R1 -- --- 306 LO MO w 650 SF SW -4 2 N - I rn r UNIT 1.1 _ C r 309 SC -3 N r r _ 650 SF ISC-3 I o 00 [ S -3 225 SF r N - I 0\0 3 CD P-4 - - - - SW -4 A518 T oo R1 - - - - R2 LF O N C -s R1 iVrL 3 81 N T II II T UNIT 2.2 UNIT 2.2307 L4*1 R11 1092 SF 1091 SF N r J Co fo N N M f N M C'7 _j) 17'- 2 3/4" 27' - 6" 17'- 3 1/4" 30' - 1 3/4" 31'- 0 1/4" I I I 62'- 0" I 1 A502 THIRD-FOURTH FLOOR EAST A103 1/8" = V-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cow N Chu s # ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE THIRD-FOURTH FLOOR PLAN- EAST SHEET NUMBER A1 03 B FIRM GROUND architects & engineers Keynotes- Exterior Elevation Key Value Keynote Text E01 NICHICHA FIVER CEMENT DIMENSION SERIES -INDIGO RIBBED E02 BELDEN BRICK- BLACK DIAMOND VELOUR E03 HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR NIGHT GRAY E04 HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR ARCTIC WHITE E05 NICHICHA FIBER CEMENT MASONRY SERIES- SANDSTONE 401/ 1/8" = V-0" E01 F E03 E04 E05 E02 I E01 I 1 A502 R Q P N M L K I I I I I I I E04 I 3 T3 26 A502 HG F E D C B A I I I I I I T.O. 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II�J II I 11 _ I I _ _III _III _ II _ III ■� ��■■■■■■■■■■■■___________ 1 n■�■■__________■■���■ ■___________■�■----■1 ___■■�■■_____ 1---■==========-�=•_-----1■�■1 iiiiiiiiiiiiiiiiiiii----------1■■■■■■■■■■■■S ■ --- --1■ I---_I-------I ■1-----_I■■----------, ■----1�--------_--I------------- ====- ======- ==•■1_■,---_ �---------. ■■■��■■■I■■■■■I■■■■■II________--_�I�E�-_■■■■I■--_,■—_----■I■■1 11■____Fl— F_,■_________■■II_---■1-----__—__■I■■■_■■___■,_____■1_—_■---------r--r==�_-_---,I■■■u-----.11-----------111■■■■■I■■■■■■■V■� ■■I lis W-- �����i1liii �-- ==in =I --il����--- �1■■I■1ii1----ii1_����--- ��i,■■1■�---11�� ----i—���■■■,� ��— �i1u-----11...■■;=� 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR cOw N CCu S # I ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER 0 A402 FIRM GROUND architects & engineers COURTYARD SOUTH EXTERIOR ELEVATION 1/8" = V-0" T.O. PARAPET 144' -11 1 /2" ROOF BEARING, - 11 3/4" 4 FOURTH FLOO8 131' - 11 5/8" 3 THIRD FLOOR 121'--3 3/4" 2 SECOND FLOG 110' --7 7/8" 1 FIRST FLOOR 100' - 0' 6.8 7.3 7.7 9 I I I I T.O. PARAPET 144'- 11 1/2" _ _ ROOF BEARING 140'- 11 3/4" W3I FM2 W3 W3 F,12IF ❑ 4 FOURTH -31 - 1 TH_ TH FLL 5/8" COURTYARD WEST EXTERIOR ELEVATION 1/8" = V-0" 10 9 8 7.7 7.6 I I I I I ---------------- ---------------- J I 0 ------------- 110I r ice•: ice: IMMMM------ = - . --: -- == =====---------------------=====�- i-- --------------------- ---- s- --: -- -------- --=========---� -------------= —M:: :�I === _== dip - - =:_: , ---- === ---- ---:- ;I�IIr.� lili'slllllllllllllllllllllllll'?pile 'r�1r 7.4 7.3 7 6.8 01101IM110111 In ern ®■iiii�mmmimlt1'/"�lii i■ .____ I■� 1111111 I111111:�I I I■■ ®■mmmim " 61 i■ 111111111101111111 �mm�i� �1i� it N ■����� I" 11111111 IIIIII :�I I .■ NEW WE Mr. aj III - - - - - - - W -r _= _____ == T.O. PARAPE 144'- 11 1 /2" ROOF BEARING 140'- 11 3/4" 4 FOURTH FLOOR I� 131' - 11 5/8" 3 THIRD FLOO 121'-33/4" 2 SECOND FLOOR 110'-77%8" 1 FIRST FLOOR 100'-0" -III IIII 1 1 1 1L- _ l I_L�_� I_L�_ I_L�_�11 I_L�_�11 I_L�_I_LL_J�l I_ i I- I_ LL _U 1 0 PARKING GARAGE T 89' - 0" COURTYARD EAST EXTERIOR ELEVATION 1/8" = V-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. cow wis OR �ON CS # I ISSUE/ REVISION DATE SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A403 FIRM GROUND architects & engineers ISOMETRIC NE ISOMETRIC SE 2 EL N i O LO N O ' N Cl) 0 2 A404 4 ISOMETRIC NW ISOMETRIC SW 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. • '� � it . �1 I►ti 1 # ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE BUILDING ISOMETRICS SHEET NUMBER A404 FIRM GROUND architects & engineers AW 1 1 1 .. Mul '� 111111 111111 111111111111;;' a. MOIL ME 1/\ �W oil I � � III■IIIIIIII M M E 11 Z i M . LE .■■■� OIL M IN MOIL lr-- A 111111111111 oil Milli! WE FIRM G R O U N D I1►I►ti ,1��; KIUH GULUH EVATIONS 1 �I 2 EL m 0 C6 N O ' N �M 0 BELDEN BRICK- BLACK DIAMOND VELOUR NICHICHA FIBER CEMENT MASONRY SERIES- SANDSTONE HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR NIGHT GRAY COLOR ELEVATIONS MATERIAL LEGEND 1/4" = 1'-0" HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR ARCTIC WHITE NICHICHA FIBER CEMENT DIMENSION SERIES- INDIGO RIBBED E01 EXTERIOR COLOR ELEVATION WEST 1/8" = 1'-0" EXTERIOR COLOR ELEVATION EAST 1/8" = V-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .dvilsitegroupxom BKBM ENGINEERS OWNER Apartments Monticello, LLC 900 American Blvd East Suite 300 Bloomington, MN 55420 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. • '� � it . �1 I►ti 1 # ISSUE/ REVISION DATE DD Pricing Set 03.01.2022 SHEET TITLE EXTERIOR COLOR ELEVATIONS SHEET NUMBER A412 FIRM GROUND architects 8. �gineers 2 0 U 0 z W M 0 00 M a LO LO z W 0 EL a W z z 0 0 LU Z) LU Z) z LU Q Q z LU X 0 wsb February 22, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Development Stage PUD, Preliminary and Final Plat Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the Kjellberg Twin Pines Final Plat submittal dated February 2, 2022, that included preliminary civil site/grading plans and stormwater management plan as prepared by Civil Site Group. The engineering plans and 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. General & Final Plat 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. 2. Monticello Business Center 71h Addition already exists as the Aldi site; therefore, the plat name will need to be renamed. Complete. 3. The proposed site is currently platted as Outlot A, Monticello Business Center 61" Addition plat, which includes a blanket drainage and utility easement over the Outlot. The easements will need to be vacated with required easements for the utilities dedicated on the final plat. Applicant noted receipt of these comments in their response dated January 22, 2020 and stated "easements reflect vacation and dedication." 4. The drainage and utility easements shown on the plat need to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an infiltration basin. It appears this has been done, but the easements should also be added to the Utility Plan. Complete. 5. The applicant shall enter into a stormwater maintenance agreement with the City to maintain the infiltration basin and storm sewer system and drainage and utility easements do not need to be platted for these areas. Applicant noted receipt of these comments in their response dated January 22, 2020. 6. A minimum of a 12' drainage and utility easement should be added around the perimeter of the lot. In -progress, the easterly property line easement will need to be 25' due to the sanitary sewer main. K:\014468-000\Admin\Docs\2022-02-08 Submittal (Final Plat)\_2022-02-22 Twin Pines Apts Prelim Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 2 7. Provide confirmation that the easement on the adjacent property to the south allows for grading of the EOF. Also, provide notification to the adjacent property owner of any work occurring within the prescribed easement. In -progress, applicant stated that they are in the process of obtaining a "grading permit" to work on the adjacent property. 8. Retaining wall and parking lot will require an encroachment agreement. Existing Site & Removal Plan (C1.0) 9. The plan notes to remove and salvage the existing hydrants. It is not clear whether the salvaged hydrants will be used onsite. The City's preference is that new hydrants are used with the proposed improvements. Complete, the hydrants are no longer proposed to be salvaged. 10. Verify phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. Site & Paving Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment buildin, ' 1 , , , rennr' Complete, applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 12. A sidewalk should E y alnnn Sr.hnnl Rhyl Complete, applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 13. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. Complete. 14. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. In -progress, some were noted with "ribbon curb" but all of the locations adjacent to the "specialty pavement" location were. Note specifically where "pedestrian curb ramps" are to be located in all cases. 15. Add the notation for the signs on the plan view to correspond with what is noted in the legend. Complete. 16. If tip -out curb is proposed, note these locations on the plans. Complete. 17. Coordinate civil and architectural plans to match, currently grades are different. In - progress, applicant acknowledged discrepancy. 18. Add an item in the legend for the specialty pavement and a typical section on the details page. Add a detail for the edging as well, if applicable. Complete. 19. It is not clear where the heavy-duty pavement is located (item in legend). Add the hatching to the plan per the geotechnical evaluation and a typical section on the details sheet. Complete, the legend was updated to remove this item. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 3 Grading Plan (C3.0) 20. The City's Wellhead Protection Plan identifies this site within the "low vulnerability" DWSMA, but it is outside of the Emergency Response Area (ERA), therefore infiltration is allowed. Residential uses typically do not pose a risk of potential contaminants and will be reviewed at the time of proposed development submittal. Complete, acknowledged by applicant. 21. Label the % grade for the parking lot. The percent grades within the handicapped parking and access isle area cannot exceed 2.0%, note on plans accordingly and confirm the grading in and areas meet this requirement. Similarly, the cross slope on pedestrian routes cannot exceed 2.0%, note the cross slope on the plans. Note the percent grade of the parking entrance driveway and in the rear patio area. Complete. 22. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location Complete. 23. The EOF for the pond is called out as 958.33, please provide information on grading off the site to the south as this limit is cut off on the grading plan. Complete. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. Complete. 25. Confirm all roof drainage is being directed to the infiltration basin. Complete. 26. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a building permit has been acquired. A fence or railing is required along the top of the wall, provide standard details. Complete. 27. Verify landscaping on west side of building will not block drainage swale. Complete. 28. Grading plans appear to show slopes steeper than 3:1 at the south of the west wing. Utility Plan (C4.0) 29. The watermain should be looped within site as identified in the original preliminary plat or the applicant shall provide documentation that there is adequate pressure and fire flow to serve the site. Complete. 30. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation and will provide comments separately from this letter. The fire hydrant spacing will need to meet current building code. In -progress, the City staff will provide response under separate cover. 31. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. Show the proposed stub location on the Utility and Landscape Plans. In -progress, applicant stated the contractor will provide this at the time of building permit submittal. 32. Show the drainage and utility easements on the Utility Plan. Easements added to plan but add more easement area around sanitary manhole number 1 to allow for adequate access. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 4 33. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. Complete. 34. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 35. A wet -tap connection to the existing watermain does not appear to be needed for the watermain extension. The existing hydrant is being removed; therefore, a gate valve should be installed and the watermain extended. Complete. 36. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 37. Where sanitary or storm sewer crosses the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation" at each location. Complete. 38. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 39. The proposed sanitary sewer line is at a slight skew to the existing main alignment. If possible, this proposed like should have the same alignment as the existing, otherwise a manhole may be required at the connection point. Complete. 40. The existing sanitary manhole on the easterly entrance appears to be located where the new curb is proposed. Consider moving the curb to avoid conflict with the manhole casting. Complete. 41. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 42. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 43. Add general notes to the utility plans to the effect of: Complete. a. The City of Monticello 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 done in accordance with the City of Monticello 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. The City will require televising for sanitary sewer pipe installations prior to accepting a warrant for the utility system provide report and video files to the City for review. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 5 Civil Details Plans (C5.0, C5.1) 44. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable. Complete. 45. Provide a detail for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 46. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. In -progress, applicant stated this will be the responsibility of the contactor. 47. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. Complete. 48. Show the location of the stabilized construction entrance. Complete. 49. Add BMP such as silt fence or bio -roll at the bottom perimeter of the infiltration basin. Complete. 50. Show the hatching on the plan view for the erosion control blanket locations. Complete. 51. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. Complete. 52. Show receiving waters within one mile of the project on the plans. If they do not fit on the plan sheets, use an arrow to denote the direction and distance from the project. 53. Sheet L1.0 - It is not clear what type of stabilizing cover (e.g., mulch, erosion control blanket, etc.) will be paired with the permanent seed mix for permanent stabilization of the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. 54. Include note in the SWPPP notes section to prepare and submit a dewatering plan to the City Engineer or their designee for approval prior to initiating dewatering activities on the site. 55. Include note outlining that the infiltration system cannot be excavated to final grade or within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment control practices have been implemented. 56. Energy dissipation is missing from pipe outlet to SW corner of the infiltration basin (Sheet SW1.1). Upstream inlet (near the outdoor amenity space) is missing inlet protection (Sheet SW1.1). Traffic & Access 57. The applicant has provided an estimate of the average daily traffic and peak hour traffic generated from the entire site as developed. The existing access from School Boulevard will be utilized. It appears that the existing turn lane configurations on School Blvd have Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 6 adequate capacity to accommodate the projected volumes from the proposed site. The City is reviewing intersection controls along the School Boulevard corridor to determine if and when any modifications are needed. Future special assessments may apply to the property for future improvements. Complete, applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Management Plan 58. Provide modeling calculations for the 10 -day snowmelt (7.2") event. CN's should be modified in this model event to 98 to simulate no infiltration/frozen conditions. Complete. 59. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation. 60. Provide information on proposed storm sewer and discharge to the infiltration basin Rip Rap and owel elevation SANITARY SEWER AND STORM SEWER PLAN 61. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. 62. According to the City's design guidelines, the maximum side slope for the infiltration basin should be 4:1, see Detail 4 on page C5.1. The current plan shows slopes at a 3:1, which is steeper than allowed. Complete. 63. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. Complete. Water Quality and Volume Reduction: 64. Applicant is required to infiltrate 1.1" over the net new impervious Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf area. Complete. 65. The infiltration ponding depth proposed is from elevation 954.33 to 956.13 or 1.8 ft. An infiltration rate of 0.45 in/hr has been assumed in the HydroCAD model. In a 48 hr period, the amount of drawdown equates to 1.8 -feet given the infiltration rate of 0.45 in/hr. As shown, the basins will drawdown within a 48-hour period. Geotechnical borings need to Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 7 be submitted to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. Rate Control: 66. The site will utilize the regional basin for rate control. The regional basin assumed that this site would have a curve number of 72, the actual curve number for this development is 83. Therefore, the site has provided rate control for the difference between curve number 72 and 83. The difference was determined by the applicant as a 100 -yr rate of 4,413 cf/acre. Applying this to the entire site identifies that 19,409 cf of storage is required for rate control on this site. This storage volume is met in the infiltration basin. The rate control requirement has been met with the proposed pond and the regional pond. The site utilizing the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 67. The EOF of 958.33 provides the required freeboard of at least 2ft to the building low opening of 960.33. Complete. 68. The FIFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 763-287-8532 if you have any questions or comments regarding the engineering review. Sincerely, WSB ;� L James L. Stremel, P.E. Senior Project Manager February 24, 2022 Twin Pines Re: Twin Pines City Planning File 2021-047 Dear Mr. Kjellberg: After review of the most recent land use application plans dated 2/7/2022 for the proposed development in the City of Monticello. We have determined the following based on the 2020 MN State Fire Code: 1. The applicant will verify that all access drive spacing in the front parking lots are at least 24ft wide for aerial apparatus access and circulation within these two lots. The allowed decrease is from the required 26 feet width specified in D105.2 2. The applicant will verify and provide full turning radius in access roads for the City's aerial apparatus as required in D103.3. 3. We will require installation of a full NFPA 13 fire suppression system throughout the building is required (not a 13R fire suppression system). This is required under Section 503.1.2. 4. The City of Monticello has adopted appendix P of the fire code. This requires that a building have adequate first responder radio coverage. Please work with the Fire Marshal to comply with this section. 5. The city requires that you install a fire keybox on the outside of your building. Please work with the fire marshal on this requirement. 6. We require that you work with the Fire Marshal on locating your Fire Department Connection for the sprinkler system. The Fire Marshal must approve the location before it is installed. 7. Finally, we are requiring hydrant spacing at 400 feet based on 507.5.1 number 2. If you have any questions on this matter, please do not hesitate to reach out to Fire Marshal Dan Klein at 763-271-7463. Sincerely, Mike Mossey Monticello Fire Chief Encl Dan Klein Fire Marshal Rachel Leonard, City Administrator Angela Schumann, Community Development Director DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) TWINPINES FIRST ADDITION PC# 2021-047AND2022-042) THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and APARTMENTS MONTICELLO LLC, a Minnesota limited liability company (the "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for TWIN PINES FIRST ADDITION (referred to in this agreement as the "Plat" and the "Development") The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is developing the Property as a 96 unit multi -family residential project under the Planned Unit Development zoning standards. 1 220431v1112044v4 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 or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2022 -XX for PUD Adjustment adopted by the City Council on October 24, 2022, and City Resolution 2022-23, City Resolution 2022-24, and City Resolution 2022-25, adopted by the City Council on February 281h, 2022, and subject to the conditions of Exhibit Z in the staff report of the Planning Commission Agenda dated December 7th, 2021 and Exhibit Z of the staff report of the City Council Agenda dated December 13th, 2021 and February 28th, 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. Should the Developer convey any lot or lots in the Development to a third parry, the City and the owner of that lot or those lots may not 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 2 220431v1112044v4 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. phase. B. The Development is not a phased development. All lots will be constructed in a single C. 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. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: 3 220431v1112044v4 (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) R-4 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan 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 4 220431v1112044v4 Plan K — Sidewalk and Trail Plan Plan L — Sign Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time 5 220431v1112044v4 basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the R-4 Zoning District Regulations. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all 6 220431v1112044v4 applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public watermain improvements (the "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. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded 7 220431v1112044v4 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. 17. GRADING PLAN AND CERTIFICATION. The Plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file 8 220431v1112044v4 with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the watermain improvements lying within public easements shall become City property without further notice or action. The storm sewer, parking lot lighting and individual water and sanitary sewer services are privately owned and maintained. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat, PUD and associated administration. 9 220431v1112044v4 Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. 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 and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, 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. 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. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the 10 220431v1112044v4 warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer 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 fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $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 11 220431v1112044v4 required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer area charge of $19,012.40. 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: 2.2 acres x $4,268.00 (Base Fee/Net Acre) _ $9,389.60 2.2 acres x $4,374.00 (Alternate Fee/Net Acre) _ $9,622.80 The total storm sewer area charge for the Development of $19,012.40 shall be assessed against the property if not paid by the Developer in cash at the time of final Plat approval at Developer's option. If assessed, 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. 24. SANITARY SEWER TRUNK AREA CHARGE. The Development is subject to a sanitary sewer area charge of $153,024.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 12 220431v1112044v4 96 units x $1,594.00 per unit $153,024.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval 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. 25. WATER MAIN AREA TRUNK CHARGE. The Development is subject to a water main area charge of $113,472.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 96 units x $1,182.00 per unit = $113,472.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval 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. 26. PARK DEDICATION. Developer shall pay a cash payment in lieu of land according to the City's schedule. The Developer shall pay $26,947.20 in satisfaction at the time of platting in satisfaction of park dedication requirements. The Developer shall be assessed or shall pay the park dedication in cash at the time of final Plat approval 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. 27. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. 28. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: 13 220431v1112044v4 A. Implementation of the recommendations listed in the City Engineer's Letters dated December 2nd, 2021 and February 22nd, 2022. B. Implementation of the recommendations listed in the Fire Chief and Fire Marshal's Letter dated February 24, 2022. C. Implementation of the recommendations of City Resolution 2022 -XX for PUD Adjustment adopted by the City Council on October 24, 2022, and City Resolution 2022-23, City Resolution 2022-24, and City Resolution 2022-25 including the City Staff's recommendations listed in Exhibit Z. D. Implementation of the recommendations from the Planning Commission Staff Report and the Planning Commission Minutes dated December 7th, 2021. E. Verification that all easements and association maintenance aspects of the mixed- use Outlot A area are addressed to the satisfaction of the City Attorney. F. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. G. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. H. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. I. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. 14 220431v1112044v4 J. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. K. Each of the underground parking spaces are included in the rent set for specific units. L. 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. M. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 29. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all Public Improvements, and construction of all Public Improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $19,058.75, plus a cash fee of $8,000.00 for City engineering, expenses and administration. The irrevocable letter of credit or other security deemed acceptable to the 15 220431v1112044v4 City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City. The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The amount of the Security was calculated as follows: CONSTRUCTION COSTS: Watermain $ 14,947.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 14,947.00 Lot Corners/Iron Monuments $ 300.00 TOTAL COSTS $14,947.00 TOTAL SECURITIES: Total Costs X 125% $19,058.75 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 16 220431v1112044v4 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. 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 $315,106.25 for site landscaping and grading. The amount of the security was calculated as follows: Landscaping Grading TOTAL $ 307,606.25 $ 7,500.00 $ 315,106.25 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval: Legal (1%) $ 2,000.00* City Administration and Planning (1%) $ 2,000.00* Engineering and Inspection (3%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 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. 31. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for Public Improvements 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 17 220431v1112044v4 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. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. The Developer shall deposit with the City the amount set forth in Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. 18 220431v1112044v4 D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 33. 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 - 19 220431v1112044v4 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. 34. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. 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. 20 220431v1112044v4 F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the Public Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. 21 220431v1112044v4 I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 35. 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: 900 American Boulevard East, Suite 300, Bloomington, MN 55420. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: 22 220431v1112044v4 Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder of page intentionally left blank. Signatures on the following pages. 23 220431v1112044v4 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 , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 24 220431v1112044v4 DEVELOPER: APARTMENTS MONTICELLO LLC Its: STATE OF MINNESOTA ) ( ss. COUNTY OF The foregoing instrument was acknowledged before me this 2022, by , the 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/smt day of , of Apartments Monticello LLC, 25 220431v1112044v4 EXHIBIT "A" Legal description Outlot A, Monticello Business Center Sixth Addition, Wright County, Minnesota, according to the recorded plat thereof. 26 220431v1112044v4 EXHIBIT "B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) "• b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 27 220431v1112044v4 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 28 220431v1112044v4 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On MM Authorized Insurance Representative 29 220431v1112044v4 SUMMARY OF EXPENSES/FINANCE PLAN DRAFT v8 - 10/19/22 Total Acres in Development 3.512 gross 2.2 net Total Acres in Phase 3.512 gross 2.2 net Total Units in Development Net Notes Single Family Charge Townhome Escrows based on public improvement costs 93 Mutli-Family Total Units in Phase Single Family Townhome $2,000 minimum; Actual; cost reconciled at project completion 93 Multi -Family The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond acreage (at high water level) and wetlands at the delineation line, rounded to the nearest tenth (1/10th) of an acre." Trunk Area Charges & Park Dedication JL Acreage Acres or Credits Net Notes Charge Units Escrows based on public improvement costs Assessment 1.00% Park &Pathway Dedication $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion City Legal Review and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Park & Pathway Dedication Park Dedication Required (11%) 0.276 Grading, Restoration & 3.00% Park Dedication Expressed as Value $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion 26,947.20 Based on 2022 assessed value of $342,800 (See PARC) Park Dedication Land Area Provided 0 Streets and Utilities Review & Inspection 4.00% Park Dedication Construction cost credit $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees Paid at prevailing rate at time of platting Total Park Dedication Required $8,000.0 Special Assessments Lift Station NA Paid if applicable Little Mountain Booster Station NA Paid if applicable Sanitary Sewer (unit) $1,594 96 153,024.00 Paid at prevailing rate at time of platting Watermain (unit) $1,182 96 113,472.00 Paid at prevailing rate at time of platting Storm Sewer Base (net acres) $4,268 2.2 9,389.60 Paid at prevailing rate at time of platting Storm Sewer Alternate $4,374 2.2 9,622.80 Pay at final plat or assessed by lot Total amount due at plat/to Assess $312,455.60 Per Lot Assessment based on (#) units $312,455.60 City Review & Inspection Escrows Escrows based on public improvement costs City Planning and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion City Legal Review and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Grading, Restoration & 3.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees $8,000.0 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 2 Total Construction Cost for the purpose of calculating LOC Notes NA $14,947.00 NA NA NA 4,947.00 $300.00 Maximum allowable reduction prior to acceptance and bond 90.00%1 $17,152.88 Estimated site grading cost for calculation of LOC $16,353.00 Landscaping $307,606.26 Based on estimate of landscaping cost $246,085 x 125% Prairie Restoration NA Based on estimate of restoration and maintenance cost Tree Preservation INA 7,500.00 Surety for grading to plan and restoration 5,106 City Council Agenda: 10/24/2022 2K. Consideration of Authorizing a Right of Entry for City -owned parcel Outlot B of Jefferson Commons for the purpose of general site investigation Prepared by: Meeting Date: ❑x Consent Agenda Item Community Development Director 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to authorize a Right of Entry with Robbins Living Trust for City -owned parcels for the purpose of general site investigation. REFERENCE AND BACKGROUND A right of entry for preliminary engineering evaluation is requested to allow the adjacent property owner to evaluate the subject area in relationship to their potential future development, including possible acquisition and use of a portion of the Outlot B. The right of entry is limited to those tasks associated with preliminary engineering work and does not include more invasive investigation activity on the City -owned site. It includes customary requirements for insurance and securities for such activities. The termination date is set to allow the user to complete necessary site work for their evaluation purposes. Budget Impact: Any costs for preparation of the right of entry are to be paid by the licensee. II. Staff Workload Impact: Limited to evaluation of the request and right of entry document, estimated at one hour. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan directs growth from within, as noted in the Plan's Land Use Policy 1.1: "Guide new growth and development to specific areas of the City identified on the Future Land Use Map." The right of entry supports potential users in their work to develop efficiently within the community. STAFF RECOMMENDED ACTION City staff recommends approval of the right of entry to allow the limited scope of activity. SUPPORTING DATA • Right of Entry RIGHT OF ENTRY This Right of Entry ("Agreement") by the City of Monticello, a Minnesota municipal corporation, hereinafter called "City"; does hereby consent and grant to the Robbins Living Trust, hereinafter called the "Licensee", and its agents a license to enter for the purpose of inspecting, surveying, platting, engineering, soil testing, and geotechnical observation ("activities") across the following described lands situated in the County of Wright, State of Minnesota, to -wit: Outlot B, Jefferson Commons ("Premises"). This right to enter the Premises shall commence on October 24, 2022 and terminate on March 1, 2022. The right to enter shall be subject to and not be considered activated until the Licensee meets the requirements of this Right of Entry. Licensee shall accept the Premises in "as is" condition and upon the termination of this Agreement shall surrender the Premises in its original condition as the Premises was prior to performing any activities. Licensee shall complete the activities in accordance and in compliance with all federal, state, and local regulations and permit requirements for such activities as well as comply with all reporting standards and requirements under applicable laws or statutes. City shall not be responsible for the actions of Licensee and its agents, employees, consultants, contractors, or representatives while they are on the property. Licensee or its agents shall be qualified and possess required state or federal licenses to perform the identified activities on the Premises. Licensee or its agents shall perform all activities on the Premises authorized under this licensein a safe and professional manner. Licensee shall indemnify, defend, save, and hold harmless the City, its officers and employees from all claims, expenses, losses, or liabilities in connection with Licensee's use of the Premises or because of any claims or liability arising from any violation of any law or regulation made in accordance with the law, whether by Licensee or any of its agents or employees. Licensee shall name the City of Monticello as an insured (named insured) in the amount of $1,000,000 related to the activities to be performed on the Premises. The Licensee shall provide a letter of credit or cash security to the City to ensure restoration of the property upon completion or abandonment of the work undertaken by Licensee. The amount of security shall be based on mutually agreed cost estimates determined by City staff and Licensee. Page 1 of 3 2237680 This Agreement is binding upon the parties, their successors in title or interest, assignees, and heirs. Licensee shall not assign any of its rights or responsibilities hereunder without first obtaining the written consent of the Owner. The license granted by this Agreement is a license to use the Premises for the specified purposes as set forth herein and does not create any estate or interest in the Premises. ROBBINS LIVING TRUST Trustee STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2022, by , Trustee of the Robbins Living Trust, on behalf of the Trust. Notary Public Page 2 of 3 2237680 CITY OF MONTICELLO (SEAL) m STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 20225 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 This instrument was drafted by: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Page 3 of 3 2237680 City Council Agenda: 10/24/2022 2L. Consideration of Amendments to the Monticello Zoning Ordinance Related to Industrial Zoning Districts. Applicant: City of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community Development 10/24/2022 ❑ Regular Agenda Item Director/Northwest Associated Consultants Reviewed by: Approved by: Economic Development Manager, Chief City Administrator Building and Zoning Official, Community and Economic Development Coordinator ACTION REQUESTED Motion to adopt Ordinance No. 791 approving amendments to the Monticello Zoning Ordinance Related to Industrial Zoning Districts as proposed, based on findings in Planning Commission Resolution PC -2022-48. REFERENCE AND BACKGROUND Property: City of Monticello Planning Case Number: 2022-038 Request(s): Amendment to Monticello Zoning Ordinances for Industrial uses Deadline for Decision: NA Land Use Designation: Community Commercial Zoning Designation: IBC, 1-1 and 1-2 Districts Overlays/Environmental NA Regulations Applicable: Current Site Use: NA Surrounding Land Uses: NA Project Description: Amendments to Industrial -use zoning regulations for consistency with Comprehensive Plan goals City Council Agenda: 10/24/2022 Over the last year, the City of Monticello has been engaged in long-range strategic planning for the community's future beyond the life of the Monticello Nuclear Generating Plant. The City is now reviewing its zoning ordinances for development and land use through the lens of a successful transition from an energy -based economy as part of the implementation of this strategic planning effort and in support of the 2040 Vision + Plan. The proposed amendments for discussion are a result of that ongoing work. Even as Xcel Energy seeks re -licensure of the MNGP facility, the City is focused on a steady and focused transition from an energy -based economy. Presently, Xcel MNGP is the City's largest employer and contributes approximately half of the city's total annual tax base. While the tax impact has been decreasing in both percentage and amount since 2016, the City still needs to consider increasing its tax capacity and diversity in other sectors to mitigate impacts of both valuation and operational changes at the plant. The City of Monticello has taken a proactive approach to assessing and diversifying its tax base. In 2021 and early 2022, the City completed a Strategic Transition Plan, which included documents and plans to position the City for a confident transition. Sustainable growth and development are also a primary theme within the City's 2040 Plan, of which four of the Economic Development chapter's eight goals are related directly to tax base and workforce. Both the Strategic Transition Plan and the Monticello 2040 Plan specifically cite the need for the City to focus its efforts on high-quality development, including industrial development. More than any other land use classification, industrial land has the combined opportunity for increased tax base, diversified tax base and living -wage employment generation. The fact that less than 60 acres of development -ready industrial land is available within the city limits bolsters the need for the City to think strategically about its use and development. Further, Monticello is part of an annexation agreement with the surrounding township which requires the extension of municipal utilities to annexed growth areas. The extension of utilities and transportation networks to serve new development areas is costly both to install and maintain. These costs require that the City evaluate its return on investment in terms of land development when roads and utilities are installed. In summary, the City needs to reframe its context for the use and development of its supply of industrial land in terms of maximizing the generation of tax base and employment in support of its goals for successful economic transition and sustainable development. Staff encourages the City Council to review the attached supporting data for additional background on this land use issue. Key supporting statements from the Strategic Transition Plan and Monticello 2040 plans follow, along with excerpts from each as Supporting Data. City Council Agenda: 10/24/2022 Strategic Transition Plan — Monticello Industrial Feasibility Study "This study is another important step towards putting Monticello in the driver's seat of its own destiny - to proactively determine and attract the type(s) of development the City desires, rather than to only receive residual development interest from Saint Cloud and Twin Cities, and to support a transition from an energy -based economy. Doing so will support the identity of the community as a regional center, located on a great river, with a downtown, and superior amenities that attract families and businesses who desire these qualities -Monticello is not just a "highway town between two metro areas." "The City should take care with industrial development to make sure the land (and the businesses on it) and generating as many job/acre as feasible." Monticello 2040 — Implementation Policy 5.4: Employment Generating Land Use Design & Regulations Maintain land development regulations which support economic growth, expansion into other economic sectors, and foster achievement of the City's economic development objectives. • Strategy 5.4.3 - Continue to support quality site design for industrial uses as an investment in the community and employment districts, including materials, landscaping and architecture. The proposed amendments continue to provide for the same variety of industrial uses to locate within the community. However, the amendments address both the appropriate zoning districts for each industrial use based on their impact to surrounding land and changes to required site improvements to address land use efficiency and site impacts. The amendments propose to expand the allowable material choices for development and change the ordinance definitions to allow more flexibility in use types within two of the City's industrial districts. The ordinances have been developed with the specific intention of supporting the highest and best use of industrial land for the community. The Council is asked to consider the proposed zoning ordinance amendments within the context of a community adapting to meet the challenges and opportunities of the next 20 years. The amendments are intended to support the maximization of industrial land for tax base and employment, and to set the same standard for high-quality development as that expected in the commercial and residential areas of the community. IEDC REVIEW AND COMMENT The Industrial and Economic Development Committee reviewed the proposed amendments on September 27, 2022. The IEDC inquired about possible additional allowable materials in the industrial districts, specifically masonite-type products. That comment resulted in additional language allowing for this type of product. The County Commissioner noted that some of the City Council Agenda: 10/24/2022 uses discussed were not allowable within the County jurisdiction. Staff explained that uses such as Machinery/Truck Sales & Repair and Truck or Freight terminal would remain as allowed uses within the city but are now allowed specifically within the 1-2 District, where their anticipated land use pattern and impacts are consistent with the goals of the district and Monticello 2040 Plan. The IEDC had no other questions or recommended changes to the proposed amendments and did not make a formal recommendation. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on the proposed amendments on October 4, 2022. No public was present to address the Commission on the item. The Commission discussed whether the proposed amendments would restrict the ability of specific industrial users within the community, thereby impacting economic development potential. Staff explained that under the proposed amendments all current industrial uses are still allowed but amended to those districts which best fit the type of use in terms of its impact on surrounding land uses and to public services. Additionally, the proposed amendments are specifically intended to address the City's long-term goals for the generation of tax base and employment as guided by the Comprehensive Plan. It was also noted that the changes to the definitions actually expand the allowable uses in the 1-1 District. In sum, the proposed amendments are in direct support of the Economic Development chapter and overall goals of the plan. The Commission also clarified that the proposed definition for Truck and Freight Terminal would be for those warehousing uses in which the principal use is the storage of trucks and freight movement, rather than storage of actual goods and materials. Staff confirmed that was the intent. Following this discussion, the Commission recommended approval of the proposed amendments unanimously. I. Budget Impact: Consulting City Planner NAC has assisted in the development of the proposed ordinances. Costs for their time are allocated to the Miscellaneous Professional Services line item of the Planning and Zoning budget. II. Staff Workload Impact: The Community Development Director, Economic Development Manager and Community & Economic Development Coordinator have each contributed to the ordinance research and development. III. Comprehensive Plan Impact: As noted throughout the report and as highlighted in the attached supporting data, these amendments are proposed in direct support of City Council Agenda: 10/24/2022 Comprehensive Plan goals and Strategic Transition Plan implementation strategies. City staff will continue to bring forward policy and regulatory changes for Council consideration in support of these two documents. STAFF RECOMMENDED ACTION City staff recommends approval of the ordinances as presented. The amendments are in alignment with the adopted policies of the City's 2040 Plan and Strategic Transition Plan. The amendments are intended to balance the maximization of industrial land for tax base and employment with increased flexibility in building design and allowable uses in the various districts. SUPPORTING DATA A. Resolution PC -2022-048 B. Memorandum, NAC — Industrial Zoning Ordinance Amendments C. Ordinance No. 791 D. Guided Industrial Properties for Sale, 2022 E. Monticello 2040, Excerpts F. Monticello Strategic Transition Plan, Excerpts G. Monticello Industrial Feasibility Study, Excerpts H. Monticello Zoning Ordinance, Excerpts I. Monticello 2022 Zoning Map J. Monticello 2040 Land Use Map CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-048 RECOMMENDING AMENDMENTS TO TITLE 10 OF THE MONTICELLO ZONING CODE CHAPTER 4, SECTION 11 BUILDING MATERIALS, CHAPTER 5, USE TABLE, CHAPTER 5, SECTION 2 USE SPECIFIC STANDARDS AND CHAPTER 8, SECTION 4 DEFINTIONS WHEREAS, the Zoning Ordinance serves as the primary implementation tool of the City's Monticello 2040 Comprehensive Plan goals and objectives; and WHEREAS, the City of Monticello has completed a Strategic Transition Plan and Industrial Feasibility Study further identifying economic development strategies and policies in support of the Monticello 2040 Plan; and WHEREAS, various portions of the Zoning Ordinance relating to industrial uses have been identified as benefitting from amendment for consistency with Monticello 2040 Plan and Strategic Transition Plan goals; and WHEREAS, the Planning Commission held a public hearing on October 4th, 2022 on the application 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 identified ordinance amendments to the following chapters and sections: CHAPTER 4, SECTION 11 BUILDING MATERIALS CHAPTER 5, USE TABLE CHAPTER 5, SECTION 2 USE SPECIFIC STANDARDS CHAPTER 8, SECTION 4 DEFINTIONS WHEREAS, the Planning Commission of the City of Monticello snakes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed amendments improve the ability of the Planning Commission and City Council to direct land use and land use policy in the City. 2. The proposed amendments are consistent with the language and intent of the Comprehensive Plan. 3. The proposed amendments address needs arising from a changing conditions, trend or fact; or corrects an error in the original text. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-048 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Commission recommends that the City Council adopts the proposed amendments as presented and approved. ADOPTED this 4th day of October by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: ' Paul Konsor, Chair ATTEST: Angela Schum9nn, f om*unity Development Director 2 NORTHWEST ASSOCIATED CONSULTANTS. INC, 4150 Olson Memorial Highway, Ste. 320, Golden Valley, MN 55422 Telephone: 763.957.1100 Website: www.nacplanning.com MEMORANDUM TO: Angela Schumann Jim Thares Industrial and Economic Development Commission FROM: Stephen Grittman DATE: September 21, 2022 MEETING DATE: September 27, 2022 RE: Monticello Zoning Ordinance — Industrial Zoning Standards FILE NO: 191.06 This memorandum forwards a variety of proposed changes to zoning regulations that affect the Industrial districts in the city. The changes include updates to standards, uses, and definitions, and are the result of observations of staff over the past several years as industrial development has evolved in the community. The purpose of the material is to give the IEDC members an opportunity to provide feedback and input to the formal ordinance amendment process, which would continue with a public hearing at Planning Commission, and eventually then to City Council for consideration of the proposed language. The material is presented in a table format (rather than an ordinance), with the Section number, the existing text, the proposed red -lined text, and then comments and notes relating to the proposed language. We look forward to presenting the material to the IEDC group, and discussing the various aspects and impacts of the amendments prior to formal hearing. Section Existing Language Redlined Proposal Notes and Comments 4.11— Building 1-1 For both 1-1 and 1-2: The proposed amendment would insert a list of allowable materials for the Materials (E) (a) Exterior building finishes shall not consist of galvanized or 1-1 and 1-2 Districts within the Building Materials section of code. These Industrial unfinished steel, or unfinished aluminum. (b) Exterior building finishes shall consist of materials compatible in grade and quality to the materials mirror the list of allowable exterior finishes for the IBC District, following: Requirements: (b) Any exterior wall adjacent to a public street must have a with some additions in underline. higher level of aesthetics. This could be accomplished by i Brick; IBC architectural design features, increased use of stone and/or brick (ii) Natural Stone; The most significant change is that metal building exteriors would now be 1-1 District across twenty-five (25%) of the fagade area, combination of glass (iii) Decorative rock face block or burnished block; required to be constructed with exterior finish similar to EFIS or stucco. As 1-2 District and architectural metals, or a wall plane articulation across iv Glass; EIFS is an acceptable exterior material, the list of required improved twenty-five (25%) of the fagade area. Such articulation must (v) Stucco or substantially similar finish product; finishes of this section for walls facing public streets is expanded to include extend at least 5 feet from the primary building line of the (vi) Exterior Insulated Finish systems, where said system is manufactured to replicate the look of textured finishes on metal panels, a common application for such buildings. principal building structure. one of the approved building materials in this section; (vii) Cast-in-place concrete or pre-cast concrete panels;(terminolopyslightly adjusted from Two additional building material types have also been specified, pre-cast -2 concrete tip-up panels and masonite-type finishes. Planning Commission review) (a) Exterior building finishes shall not consist of galvanized or (viii) Textured finishes on metal panels to simulate stucco or other similar treatments unfinished steel, or unfinished aluminum. With these changes, the requirements for public street aesthetic Ox) Commercial-grade material made of cement board, composition board, or other durable (b) Any exterior wall adjacent to a public street must have a improvements across a limited percentage of the public street frontage including higher level of aesthetics. This could be accomplished by material, not vinyl. could be eliminated for the 1-1 and 1-2 District. architectural design features, increased use of stone and/or brick across fifteen (15%) of the facade area, combination of glass and emplshed by Similar language requiring a height level of aesthetic is proposed to be architectural metals, or a wall plane articulation across fifteen o) ef the fagade @Fea, A_.A A-f and added to the IBC District, to further strengthen the architectural standards (15%) of the fagade area. Such articulation must extend at least 5 glass f o) ef the fagade @Fea. Surch must extend- At 'part for buildings in those districts. feet from the primary building line of the principal building _5 lane of the „ al building Fr„„„ the „ buildingstFu ,+„Y e. structure. IBC: (e) Any exterior wall adjacent to a public street must have a higher level of aesthetics. This could be accomplished by architectural design features, increased use of stone and/or brick across fifteen (15%) of the facade area, combination of glass and architectural metals, or a wall plane articulation across fifteen (15%) of the facade area. Such articulation must extend at least 5 feet from the primary building line of the principal building structure. 5.1 Please refer to the table in Supporting Data This table is proposed to be amended as follows: These changes are proposed as these uses are more appropriately located Table of - Change Bulk Fuel Sales to a Conditional Use in the 1-1 District and retain as permitted in 1-2 and regulated in the 1-2, Heavy Industrial District given the outdoor storage Principal Uses, - Change "Wrecker Services” To "Wrecker and Towing Services" and allow as conditional in and other outdoor impacts often associated with the uses. Industrial both the B-3 and 1-2 Districts. - Delete the following uses from the 1-1 District and amend to/retain as conditional uses in the 1-2: o Machinery/Truck Repair o Recycling and Salvage Center o Truck or Freight Terminal Section Existing Language Redlined Proposal Notes and Comments 5.2 (F)(11) (11) Machinery/Trucking Repair & Sales and Industrial Services 11) Machinery/Trucking Repair & Sales a4;4 Ind- u^+r',' Ce This section establishes the specific standards for Machinery/Trucking Specific Repair & Sales, etc. The standards apply to the use as minimum Standards for (a) The entire site other than that taken up by a building, development requirements. Industrial structure, or plantings shall be surfaced with a material to control Uses dust and drainage which is subject to the approval of the Develepm^^+ Depar+m^^* It also removes the "Industrial Services" item from the use heading. Community Development Department. Industrial Services is another use category and should therefore be (b) A drainage system subject to the approval of the Community addressed separately. Staff anticipates updating standards for that use Development Department shall be installed. 5.3(D)(26` of this ^Y,l",. nce with the upcoming recodification. (c) The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use List the following standards FIRST and re-order other sub-section items: The proposed amendments are added to this section to address certain or from the public right-of-way and shall be in compliance with aspects of these developments, including: Section 4.4 of this ordinance. (i) Any such facility shall include a principal building of no less than 30,000 square feet in floor • Impacts to surrounding land uses and infrastructure to ensure area. The square footage shall be increased by 15% of each acre of the parcel size above 5 acres. (d) When abutting a residential use, the property shall be protection of the public infrastructure — most notably road surfaces, screened with an opaque buffer (Table 4-2, Buffer Type "D") in erosion, and stormwater management. accordance with section 4.1(G) of this ordinance. (e) Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with Section 4.1(F) of this ordinance. (f) All signing and informational or visual communication devices (0) Additional accessory buildings related to the principal use may be provided on the site as a . Develop sites that are an asset to the community by ensuring that limited industrial land areas are not excessively consumed by storage of vehicles or equipment without a suitable investment in building and employment. part of essential operations of this use without the need for PUD approvals but shall be limited to no more than 15% of the gross square footage of the principal use. Leasing of such buildings to other business entities or operations would require the processing of a PUD per Section 2.4(0) of the Zoning Ordinance. shall be minimized and shall be in compliance with Section 4.5 of The purpose of pavement is two-fold. First, it avoids excessive erosion and this ordinance. (k) Any outdoor storage (separate from approved sales and display area) of vehicles and/or runoff of silt and other materials that fill stormwater ponding areas, equipment awaiting repair accessory to the principal use) shall be limited to an area of the site (g) Provisions are made to control and reduce noise. decreasing pond efficiency and increasing City maintenance requirements. no greater than the footprint of the principal building and shall be in compliance with the other (h) No outside storage except as permitted or conditionally Second, paved areas make the extent of allowable storage or display areas standards of Section 5.3 (D) for Outdoor Storage as an accessory use. permitted in compliance with Section 5.3(D)(26) of this obvious, and minimize encroachment and expansion of storage or display ordinance. into areas not approved for those uses. (j) If the business repairs semi-trucks or other large machinery, a (1) Any outdoor storage of vehicles and/or equipment awaiting repair, repair vehicles and/or equipment must be kept on a paved surface such as bituminous or concrete, screened from view specific area shall be designated for the exterior storage of the The additions are shown in the middle column to the left —the current of adjoining public rights of way and residentially zoned property. Such outdoor storage area things being repaired and/or other vehicles and equipment requirements would stay in place. must be designated on an approved site plan. Sites utilizing heavy equipment shall rely on accessory and incidental to the vehicle or reinforced concrete to ensure long-term durability of the paved surface. machinery being repaired or serviced. (m) Any outdoor display of for-sale vehicles or equipment must be paved with a hard surface such as bituminous or concrete and occupy an area of the site no greater than 200% of the footprint of the principal building, not including areas dedicated to required parking and general circulation on the site. Such outdoor display area must be designated on an approved site plan. (n) Sites utilizing heavy equipment shall rely on reinforced concrete to ensure long-term durability of the paved surface. Section Existing Language Redlined Proposal Notes and Comments 5.2 (F)(15) (15) Truck or Freight Terminal Re-order subsection and add: Specific (a) The architectural appearance and functional plan of the Standards for building and site shall not be so dissimilar to the existing, (b) Parking areas shall be screened from view of abutting residential districts and public streets in Industrial conforming buildings or areas as to cause impairment in property compliance with Section 4.1(I) of this ordinance. Trucks and trailers stored on the site shall be Uses values or constitute a blighting influence within the district in screened from adjoining residential areas and public streets with a combination of trees, shrubs, and fencing to ensure that no view of the trailers is possible from abutting residential property which the proposed use is located. and public streets to a height of no less than twelve (12) feet. (b) Parking areas shall be screened from view of abutting residential districts in compliance with Section 4.1(I) of this ordinance. (c) The entire site, other than that taken up by a building, structure, or plantings, must be paved (c) The entire site, other than that taken up by a building, with a hard surface such as bituminous or concrete. Sites utilizing heavy equipment shall rely on reinforced concrete to ensure long-term durability of the paved surface. All surfaces shall be structure, or plantings, shall be surfaced with a material to developed with a stormwater management system approved by the City Engineer. control dust and drainage, which is subject to the approval of the Community Development Department. (d) The site shall meet minimum lot dimension requirements of the District. (e) No outside storage except as permitted or conditionally permitted in compliance with Section 5.3(D)(26) of this ordinance. (f) Parking areas accessible to the public, including customers and employees shall be paved. (g) No more than six thousand (6,000) square feet of the site shall be devoted to the storage, parking, and/or circulation of semi- tractors and trailers, as illustrated on a site plan submitted in connection with an application for a conditional use permit. (h) All service activities shall occur within the principal building or approved accessory buildings. 8.3 MANUFACTURING, HEAVY: The manufacturing of products from MANUFACTURING, HEAVY: The manufacturing of products from raw or unprocessed materials, These definitions are amended to eliminate the examples, which tend to Definitions raw or unprocessed materials, where the finished product may where the finished product may be combustible or explosive. This category shall also include any confuse the differences. be combustible or explosive. This category shall also include any establishment or facility using large unscreened outdoor structures such as conveyor belt establishment or facility using large unscreened outdoor systems, cooling towers, cranes, storage silos, or similar equipment that cannot be integrated Heavy Manufacturing is characterized by the use of combustible materials structures such as conveyor belt systems, cooling towers, cranes, into the building design, or engaging in large-scale outdoor storage. Any industrial use that or outdoor equipment, and anticipates the potential for noise, odor and storage silos, or similar equipment that cannot be integrated into generates noise, odor, vibration, illumination, or particulate that may be offensive or obnoxious other impacts to adjacent land uses. the building design, or engaging in large-scale outdoor storage. to adjacent land uses, or requires a significant amount of on-site hazardous chemical storage Any industrial use that generates noise, odor, vibration, shall be classified under this land use. T"" „ro r";4" include any packaging of the pred ct "ei^rt Light Manufacturing would be characterized by the ability of the site to illumination, or particulate that may be offensive or obnoxious to contain its processes to the indoor buildings, and other than obvious adjacent land uses, or requires a significant amount of on-site hazards, would not constrain the nature of the materials or products. hazardous chemical storage shall be classified under this land cencrete and asphalt plants, use. This use shall include any packaging of the product being , manufactured on-site. Examples include but are not limited to Production. the production of the following: large-scale food and beverage operations, lumber, milling, and planning facilities; aggregate, concrete and asphalt plants; foundries, forge shops, open air welding, and other intensive metal fabrication facilities; chemical blending, mixing, or production, and plastic processing and production. MANUFACTURING, LIGHT: The mechanical transformation of MANUFACTURING, LIGHT: The mechanical transformation of predominantly previously prepared predominantly previously prepared materials into new products, materials into new products, including assembly of component parts and the creation of including assembly of component parts and the creation of products for sale to the wholesale or retail markets or directly to consumers. Such uses are products for sale to the wholesale or retail markets or directly to wholly confined within an enclosed building, do not include processing of hazardous gases and consumers. Such uses are wholly confined within an enclosed chemicals, and do not emit noxious noise, smoke, vapors, fumes, dust, glare, odor, or vibration. building, do not include processing of hazardous gases and Examples inelude, chemicals, and do not emit noxious noise, smoke, vapors, fumes, ; dust, glare, odor, or vibration. Examples include, but are not design and develepmentj research, develepment, testing facilities and laberateRes; apparel limited to: production or repair of small machines or electronic , Of parts and equipment; woodworking and cabinet building; ; publishing and lithography; computer design and development; , research, development, testing facilities and laboratories; , ' apparel production; sign making; assembly of pre -fabricated similar parts, manufacture of electric, electronic, or optical instruments or devices; manufacture and assembly of artificial limbs, dentures, hearing aids, and surgical instruments or parts; manufacture, processing, and packing of food products or cosmetics; and manufacturing of components, jewelry, clothing, trimming decorations and any similar item. TRUCK OR FREIGHT TERMINAL: A use where buses, trucks, and TRUCK OR FREIGHT TERMINAL: A use where buses, trucks, and cargo are stored, where loading Clarifying and expanding the definition to be inclusive of other common cargo are stored, where loading and unloading is carried on and unloading is carried on regularly, and where minor maintenance of these types of vehicles is terms, including "Distribution" or "Warehousing", which are not otherwise regularly, and where minor maintenance of these types of performed. This use includes Warehousing and Distribution which entails transfer of goods and defined. materials from trucks to a building, where the primary use is the storage of trucks and vehicles is performed. distribution and vice versa, and may or may not involve repackaging of such goods for transfer. Such use may also entail transfer of full trailers from one truck to another. WRECKER SERVICE: An establishment operated for the purpose WRECKER AND TOWING SERVICE: An establishment operated for the purpose of vehicle towing Changing the use to be more consistent with the activities within the of temporary storage onsite of no more than nine wrecked or services and the temporary storage onsite of no more than nine wrecked or inoperable vehicles definition, which is the listing in the Use table (5.1). inoperable vehicles for a period no longer than 90 days. If an for a period no longer than 90 days. If an establishment has 10 or more inoperable vehicles establishment has 10 or more inoperable vehicles located on- located on-site, stores inoperable vehicles for more than 90 days, stacks vehicles top to bottom, site, stores inoperable vehicles for more than 90 days, stacks or portions of the vehicles are dismantled or removed for sale, it shall be considered a junkyard. vehicles top to bottom, or portions of the vehicles are dismantled or removed for sale, it shall be considered a junkyard. ORDINANCE NO. 791 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE AMENDING SECTIONS RELATED TO CERTAIN INDUSTRIAL AND COMMERCIAL USES AND PERFORMANCE STANDARDS IN SECTIONS 4.11, 5.1, 5.2, AND 8.3 THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. Section 4.11 (E)(1) is hereby amended to read as follows: (e) Any exterior wall adiacent to a public street must have a higher level ofaesthetics. This could be accomplished by architectural design features, increased use ofstone and/or brick across fifteen (15%) of the facade area, combination of glass and architectural metals, or a wall plane articulation across ,L teen (15%) of the facade area. Such articulation must extend at least S feet from the primajy buildingline the principal building structure. SECTION 2. Section 4.11 (E)(2)(b) is hereby amended to read as follows: Section 4.11 L)(2)(b) Exterior building finishes shall consist of materials compatible in grade and duality to the following: C0 Brick (ii) Natural Stone: (iii) Decorative rock face block or burnished block; iv Glass (v) Stucco or substantially similar° anish product; (vi) Exterior Insulated Finish systems, where said system is manufactured to replicate the look of one of the approved building materials in this section; (vii) Cast in place concrete or pre -cast concrete panels; (viii) Textured finishes on metal panels to simulate stucco or other similar treatments; (ix) Commercial -grade siding made of cement board, composition board, or other durable material, not including vinyl. SECTION 3. Section 4.11 (E)(3)(b) is hereby amended to read as follows: Section 4.11 (E)(3) (b) Exterior buildingfinishesshall consist of materials compatible in grade and quality to the following: C0 Brick (ii) Natural Stone; (iii) Decorative rock face block or burnished block; iv Glass (v) Stucco or substantially similar finish product; Zvi) Exterior Insulated Finish systems, where said system is manufactured to replicate the look of one of the approved building materials in this section; (vii) Cast n place concrete or pre -cast concrete panels; (viii) Textured finishes on metal panels to simulate stucco or other similar treatments; (ix) Commercial -grade siding made of cement board, composition board, or other durable material, not including vinyl. SECTION 3. Section 5.1, Table of Uses, is hereby amended to effect the following changes (Table 5.1 shall be marked as follows): Change Bulk Fuel Sales to a Conditional Use in the I-2 District Change "Wrecker Services" To "Wrecker and Towing Services" Delete the following uses from the I-1 District and change to require as Conditional in the I-2 District: o Bulk Fuel Sales o Machinery/Truck Repair o Recycling and Salvage Center o Truck or Freight Terminal SECTION 4. Section 5.2 (F)(11) is hereby amended to read as follows: INNER ._ ._ (h) Any such facifitE shall include a principal building of no less than 30,000 square feet in floor area. The square footage shall be increased by 15% of each acre of the parcel size above 5 acres. (i) Additional accessory buildings related to the principal use may be provided on the site as a part of essential operations of this use without the need for PUD approvals but shall be limited to no more than 15% of the gross square footagof the principal use. Leasing of such buildings to other business entities or operations would require the processing of a PUD per Section 2.4(0) of the Zoning Ordinance. (i) Any outdoor storage (separate from approved sales and display area) ofvehicles and/or equipment awaitinrepair accessory to the principal use shall be limited to an area of the site no greater than the footprint of the principal building. (k) Any outdoor storage of vehicles and/or equipment awaiting repair, repair vehicles and/or equipment must be kept on a paved surface such as bituminous or concrete, screened from view of adjoining public ri htsof way and residentially zoned property Such outdoor storage area must be designated on an approved site plan. Sites utilizing heavy equipment shall rely on reinforced concrete to ensure long-term durability of the paved surface. (1) Any outdoor display of'for-sale vehicles or equipment must be paved with a hard surface such as bituminous or concrete and occupy an area of the site no ,greater than 200% of the footprint of the principal building, not including areas dedicated to required parkin amend general circulation on the site. Such outdoor display area must be designated on an approved site plan. (m) Sites utilizing heavy equipmentshall rely on reinforced concrete to ensure long-term durability of the paved sur ace. SECTION 5. Section 5.2 (F)(15)(b) is hereby amended to read as follows: (b) Parking areas shall be screened from view of abutting residential districts and public streets in compliance with Section 4.1(I) of this ordinance. Trucks and trailers stored on the site shall be screened from adjoining residential areas and public streets with a combination of trees, shrubs, and fencing to ensure that no view of the trailers is possible from abutting residential property to a height of no less than twelve (12) feet. SECTION 6. Section 5.2 (15)(c) is hereby amended to read as follows: (c) The entire site, other than that taken up by a building, structure, or plantings, must be paved with a hard surface such as bituminous or concrete Sites utilizing heavy equipment shall rely on reinforced concrete to ensure long-term durability of the paved surace. All surfaces shall be developed with a stormwater management system approved by the City Engineer. SECTION 7. Section 8.3, Definition for Manufacturing, Heavy, is hereby amended to read as follows: MANUFACTURING, HEAVY: The manufacturing of products from raw or unprocessed materials, where the finished product may be combustible or explosive. This category shall also include any establishment or facility using large unscreened outdoor structures such as conveyor belt systems, cooling towers, cranes, storage silos, or similar equipment that cannot be integrated into the building design, or engaging in large-scale outdoor storage. Any industrial use that generates noise, odor, vibration, illumination, or particulate that may be offensive or obnoxious to adjacent land uses, or requires a significant amount of on-site hazardous chemical storage shall be classified under this land use. This „so shat SECTION 8. Section 8.3, Definition for Manufacturing, Light, is hereby amended to read as follows: MANUFACTURING, LIGHT: The mechanical transformation of predominantly previously prepared materials into new products, including assembly of component parts and the creation of products for sale to the wholesale or retail markets or directly to consumers. Such uses are wholly confined within an enclosed building, do not include processing of hazardous gases and chemicals, and do not emit noxious noise, smoke, vapors, fumes, dust, glare, odor, or vibration. Examples inel ue, but are not limite pr-ediietion or- repair- of small maekines OF eleetFOnie PaAS and equipment; woodworking and eabinet building; publishing and lithography; eeinputer- design and developffient-1,- r-eseafeh, development, testing faeilities and labor-atefies; apparel pmduetien; sign making; or- deviees; mantifaetufe and assembly ef aAifieial limbs, dentures, hearing aids, and any similar- 4e SECTION 9. Section 8.3, Definition for Truck or Freight Terminal, is hereby amended to read as follows: TRUCK OR FREIGHT TERMINAL: A use where buses, trucks, and cargo are stored, where loading and unloading is carried on regularly, and where minor maintenance of these types of vehicles is performed. This use includes Warehousing and Distribution which entails transfer of goods and materials from trucks to a building. where the nrimary use is the storage of trucks and distribution and vice versa, and may or may not involve repackaging of such goods for transfer. Such use may also entail transfer of full trailers rom one truck to another. SECTION 10. Section 8.3, Definition for Wrecker Service, is hereby amended to be retitled as follows: WRECKER AND TOWING SERVICE SECTION 11. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 12. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 24th day of October, 2022 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Properties for Sale I Guided Industrial community.development@ci.monticello.mn.us 1763.295.2711 --.-VCITY OF Monticello 1 155-194-000010 City of Monticello 10.87 $0.00 1-1 2 155-223-000010 City of Monticello 5.28 $0.00 1-1 3 155-194-000020 City of Monticello 6.67 $0.00 1-1 4 155-171-000050 City of Monticello 16.1 $0.00 1-1 5 155-194-000040 City of Monticello 5.01 $0.00 1-1 6 155-171-000060 City of Monticello 13.67 $0.00 1-1 7 155-248-001030 J X Bowers LLC 8.02 $348 IBC 8 155-248-001020 J X Bowers LLC 4.98 $242 IBC 9 155-248-001010 J X Bowers LLC 4.96 $240 IBC 12 155-029-002050 Kenneth Maus 5.40 $5,334 IBC 13 155-029-002090 Maas Automotive Group LLC 2.28 $1,890 IBC 14 155-029-002100 Maas Automotive Group LLC 2.20 $1,772 IBC 15 155-029-002110 Maas Automotive Group LLC 2.11 $1,830 IBC 16 155-029-002120 Maas Automotive Group LLC 2.03 $2,436 IBC 17 155-029-002130 Maas Automotive Group LLC 4.18 $3,328 IBC 18 155-255-001010 Spaeth Development LLC .53 $3,098 1-2 19 155-255-001020 Spaeth Development LLC .53 $3,098 1-2 20 155-255-001030 Spaeth Development LLC .47 $2,850 1-2 21 155-255-001040 Spaeth Development LLC .47 $2,850 1-2 22 155-255-001050 Spaeth Development LLC .47 $2,848 1-2 23 155-255-001060 Spaeth Development LLC .47 $2,848 1-2 24 155-500-0042400 Praise Acres LLC 6.48 $5,662 1-2 Updated: May 2022 Commercial Designations Downtown Mixed -Use 4 W Commercial II II Community Commercial fi Regional Commercial Commercial and Residential Flex 70 Industrial Designations Light Employment Industrial General Campus Park Industrial ■ Other Designations Public and Institutional Xcel Monticello Nuclear Generating Plant * * (DW i• 0 * 1 sum (P Commercial Commercial Commercial Employment Industrial Industrial Public Uses Nuclear Power BZ�Z Cornerstone Cub Cafe and Target NA Foods Catering Co. MONTICELLO 2040 VISION + PLAN Otter Creek NA Polaris Crossing BZW Monticello Great River Xcel Regional Energy Library EMPLOYMENT CAMPUS (EC) This designation primarily applies to areas used for research and development, medical laboratories, advanced manufacturing, green technology, renewable energy, computer technology, professional and corporate offices and industrial engineering facilities. Some commercial uses such as restaurants and hotels are also allowed. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. The Employment Campus designation is characterized by a campus -like environment of one and two-story buildings on large parcels. It also provides a high level of amenities including pedestrian connections and architectural and landscape treatment that maintain high standards of visual quality in a campus like environment. Employment Research and Development Advanced Manufacturing Green Technology Renewable Resources • Professional and Corporate Offices • Industrial Engineering Facilities Commercial • Restaurant • Convenience Retail • Corporate Hotel Recreational • Plaza • Public Space Primary Mode Vehicular with access to collectors and arterials �i Transit or shuttle service Secondary Mode Pedestrian -friendly streetscape Bicycle facilities and parking • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 6 stories • Lot Area - N/A ♦� 2018 Correlating Zoning District IBC Business Campus District 80 t((� LAND USE, GROWTH AND ORDERLY ANNEXATION LIGHT INDUSTRIAL PARK (LIP) The Light Industrial designation accommodates uses such as process and production manufacturing which uses moderate amounts of partially processed materials, warehousing and distribution, research and development, medical laboratories, machine shops, computer technology, professional and corporate offices and industrial engineering facilities. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. Activities such as the handling of hazardous materials and outdoor storage are limited. Industrial • Warehousing and Distribution • Manufacturing • Research and Development • Medical Laboratories • Computer Technology • Professional and Corporate Offices Commercial • Office • Service -based Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 4 stories • Lot Area - N/A ♦\ 2018 Correlating J Zoning District 1-1 Light Industrial District MONTICELLO 2040 VISION + PLAN 81 Primary Mode Vehicular with access to collectors and arterials F� Transit or shuttle service Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 4 stories • Lot Area - N/A ♦\ 2018 Correlating J Zoning District 1-1 Light Industrial District MONTICELLO 2040 VISION + PLAN 81 GENERAL INDUSTRIAL (GIS This designation includes manufacturing, wholesale trade, production brewing, corporation and contracting yards and other industrial uses that may need separation from residential or commercial uses. This designation also accommodates a variety of local -serving industrial uses which are generally oriented toward local businesses and residents. These include auto repair and servicing, machine shops, artisan, crafts, woodworking and metallurgy, construction and contracting, equipment and vehicle rental, small warehouse and delivery operations, self -storage facilities, small wholesalers, and other small-scale industrial operations. A limited number of offices, commercial uses, and production and assembly uses also occur within these areas. These areas may have the potential to generate off-site impacts including noise, odors, vibration and truck traffic. Buffering, screening and landscape treatments may be required to enhance public rights-of-way and ensure land use compatibility. Industrial • Light Manufacturing • Small warehouse and delivery operations • Recycling Facilities • Production Brewing • Construction and Contracting Yards Commercial • Accessory Uses • Office -AM ■■ LOT PATTERN Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 2 stories • Lot Area - N/A '♦1 2018 Correlating J Zoning District 1-2 Heavy Industrial District 82 (« LAND USE, GROWTH AND ORDERLY ANNEXATION Primary Mode Vehicular with access to collectors and arterials 1F Transit or shuttle service Secondary Mode Shared bike/ pedestrian facilities • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 2 stories • Lot Area - N/A '♦1 2018 Correlating J Zoning District 1-2 Heavy Industrial District 82 (« LAND USE, GROWTH AND ORDERLY ANNEXATION The flow of employees to jobs outside of the City, or into the City while living in a different area occurs for several reasons. Attracting employees can be the result of livable wage positions that may not be available in the areas that they live. It can also be a result of the employee being attached to their existing community because of the school system, family, or other personal reasons. Another issue that can affect the attraction of employees to a community is the availability of housing to meet their needs. As families move through their career paths and family status, their housing needs change and will rely on communities to provide that lifecycle housing. WORKFORCE HOUSING As a city actively developing, Monticello is taking a careful yet proactive approach to planning land use and density to ensure adequate amounts of land are guided to provide opportunities for a full range of "life cycle" housing options. The City is especially looking for opportunities to develop a range of life-cyle and "step- up" housing options as a way to attract new industrial development and jobs that offers higher paying wages. Existing Housing Value Assessment The measure of affordability of a housing unit compares housing cost to gross household income. The general standard is that housing is affordable if housing expenses equal 30% or less of a person's gross household income. Tables 6.5 and 6.6 demonstrates the value of the City of Monticello's housing stock in comparison to the entirety of Wright County. Notably, 46% of the City of Monticello's housing stock is valued between $150,000 - $250,000 compared to 29% of Wright County housing stock of the same value (refer to Table 6.5 and 6.6). This aligns with the data that suggests housing prices are increasing in Monticello compared to the County. It is important that a range of affordable housing stock in the community is maintained while also providing housing products in the higher values as well. Affordable Workforce Housing The City completed (2020) a comprehensive housing study that assesses the housing needs for the community. It is imperative that any successful economic development policies and strategies allow for the development of life -cycle housing to allow for the continued growth of the community. The policies and strategies from the housing study have been incorporated into this plan. A generally accepted standard is that in order to develop new affordable housing, the development needs to be a minimum of eight units per acre. Based on the City's future land use plan 986 acres would allow for residential development at eight units or more per acre. While the City has created a land use plan that permits areas at greater density, barriers to development of affordable housing still exist. Some of these barriers are beyond the City's control including, but not limited to: • Steady increases in land prices and State and County tax structures • Increase in construction costs. When combined with land prices, it becomes more difficult to provide affordable units through new construction. • Property constraints from wetlands, woodlands, soils, poor access or others. • Availability of regional public transit options within the City. The goals, policies, and strategies section includes specific efforts to pursue as it relates to offering a range of affordable housing options. ECONOMIC DEVELOPMENT ISSUES AND OPPORTUNITIES In the next 20 years the City will face a variety of issues as well as opportunities related to economic development. Many of these issues are larger in scale and will require regional and state partners to address them, especially as related to transportation and infrastructure. Tax Base Diversification One of the primary issues facing the City will be sourcing new tax revenue and normalizing the City's financial system. The City's tax base relies heavily on the Xcel MNGP which is a finite revenue stream and will eventually be gone. Communities with diverse tax bases are resilient to shifts and fluctuations in the economy more so than communities that have a single large taxpayer or a majority of businesses in a single industry or sector. When the generating station is excluded from the equation, the City's largest single taxpayer makes up only 2.3% of the total tax capacity. This allows the city to have significant stability as it replaces the Xcel MNGP taxes. However, this diversity requires the community to look to multiple projects to help fill the pending gap but also allows for the development of industry clusters to provide both tax base and employment opportunities. 126 ECONOMIC DEVELOPMENT ECONOMIC DEVELOPMENT GOALS Listed below are the economic development goals which were informed by the Community Vision. For the complete set of policies and strategies for the goals refer to the Implementation Chapter. GOAL 1: BUSINESS ATTRACTION AND RETENTION A successful business attraction and retention program that attracts new businesses and retains existing businesses. NAGOAL 2: TAX BASE EXPANSION stable and expanding tax base that diversifies the city's economy and creates a sustainable employment to offset the eventual closure kGOA: Xcel Monticello Nuclear Generating Plant. L DOWNTOWN VITALITY rant and thriving Downtown that contributes to the City's economic development and housing objectives. GOAL 4: REDEVELOPMENT AND REINVESTMENT rcels consistent with meeting the City's economic development, land use and community design objectives. :GAL 5: LIFE -CYCLE HOUSING ce o w� e a commum wi a wide variety of housing options that includes workforce, starter, step up, and senior housing to allow for new and existing residents to remain and age in the community. GOAL 6: WORKFORCE DEVELOPMENT A workforce development and training program that provides the skills and knowledge needed for a wide range of jobs and opportunities. GOAL 7: PROMOTION AND PARTNERSHIPS Collaborative Partnerships and the Promotion of Monticello Economic Development Projects, Programs and Activities. GOAL 8: OPPORTUNITY FOCUS AREAS Reinvestment, redevelopment and overall improvement of the opportunity focus areas within the City. MONTICELLO 2040 VISION + PLAN 131 i I CHAPTER 9: IMPLEMENTATION 185 IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT I LONG- ONGOING THEME TERM TERM 208 —!� IMPLEMENTATION Policy 4.3. Downtown Mixed -Use Strategy4.3.2- Focus investment and redevelopment efforts on Block 52 and surrounding parcels. Recruit a high-profile tenant or other large activity generator in a O O premier building space overlooking the River and anchoring the Downtown. Strategy4.3.3- Implement improvements to the downtown streetscape, including the Walnut Corridor Streetscape Plans, to complement the goal for a new and revitalized downtown. All downtown O ((( branding and signage should be consistent. ))) Strategy4.3.4 -Coordinate with MnDOT as necessary to implement traffic management measures and streetscape design techniques to reduce truck speeds through Downtown, improve the pedestrian experience O and incorporate design techniques that emphasize safety, access and mobility throughout the Downtown. Policy 5.1. Land Supply Strategy 5.1.1- Retain and plan for and Employment Growth development of land zoned for Employment _ • • ' • • • • • • - • • • • Maintain an industrial land supply Campus and Light Industrial Park that is sufficient to meet long-term needs for light • • . - • .. that is adequate and suitable industrial uses, manufacturing, production O �� - • • • • - • for the continued growth of the and assembly, and other uses which support - • - - - • • • • City's core industries, including continued diversity in tax base and create • - • • • manufacturing, logistics/distribution, living -wage employment. • • • - - • • - and emerging technologies. • • - • . • - The City should capitalize on its Strategy 5.1.2 - Evaluate industrial land use • • • • proximity to Interstate 94, regional opportunity for warehousing/distribution as a industrial balancing impacts -- • • • • •• transportation facilities, and growing sector, on transportation corridors and land -to- O �a O .. . -• - . • . educated and skilled work force to employment ratios. ►- - .• - create opportunities for job growth. 208 —!� IMPLEMENTATION IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM I Policy 5.1. Land Supply Strategy 5.1.3 - Retain existing General and Employment Growth Industrial areas, recognizing a need for such uses, while recognizing that these areas may require outdoor yard space, have special operational needs and are incompatible with more sensitive uses such as housing, schools and retail development. The impacts of these areas on the environment and nearby neighborhoods should be managed to reduce impacts and potential hazards, avoid nuisances, and maintain a high quality of life in Monticello. Strategy 5.1.4 - Develop a plan for servicing Employment Campus land areas with roads and utilities in recognition of their potential O O for tax base and employment generation. Most of the City's employment -generating land is developed with low-rise industrial uses and business parks, reflecting the City's character and proximity to Interstate 94. However, Monticello's employment base is diverse. The City includes health care facilities, manufacturing businesses, light assembly and repair businesses, professional and management services, hotels, restaurants, and a vast array of retail and service jobs. Just as neighborhoods and open spaces shape Monticello's identity and quality of life, so do these workplaces. MONTICELLO 2040 VISION + PLAN 209 IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM MONTICELLO 2040 VISION + PLAN Policy 5.4. Employment Strategy5.4.1- Utilize and maintain higher Generating Land Use Design floor area ratio and building height allowances & Regulations in certain industrial areas for manufacturing and Maintain land development warehouses than for other building types, due to regulations which support economic their unique function and space requirements. O Since the higher permitted FARs, standards shall growth, expansion into other be established to ensure that such buildings are economic sectors, and foster maintained as warehouses and not converted to achievement of the City's economic uses generating significantly higher development objectives. traffic volumes. Strategy5.4.2- Maintain a land use strategy for industrial and employment focused land that is consistent with the Economic Development Chapter. Strategy5.4.3- Continue to support quality site design for industrial uses as an investment in the community and employment districts, including O materials, landscaping and architecture. Strategy5.4.4 - As a means to attract and retain quality employees, develop employment centers which are supportive of quality of life needs of employees. Encourage the provision of O outdoor and indoor employee -serving amenities O in the City's workplaces, such as parks and plazas, outdoor seating areas, fitness facilities, bicycle storage areas and showers and related facilities. Strategy5.4.5 - Where high-quality natural amenities exist within or adjacent to developing industrial uses, integrate these areas into O ((c site design to support high-quality industrial JJl development. MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM 212 IMPLEMENTATION Policy 5.5. Co -Working, Strategy5.5.1- Amend zoning to allow co - Flexible Building Space working spaces in the downtown and other & Office Development commercial or employment areas of the City; require adaptable building and office space for Recognize the changing dynamic speculative development. to workspaces and anticipate the changing needs of office evelopment. Co -working spaces provide a centralized office location O �a utilized by a variety of individuals and small groups. Building space should be adaptable to multiple needs. New speculative office development should be discouraged unless a primary tenant is directly involved. Policy 5.6 - Industrial Strategy 5.6.1- Monitor and limit industrial uses ' Land Use Compatibility that use, store, generate, or transport significant quantities of hazardous materials in areas close O Achieve compatibility between to sensitive "uses such as schools, housing, or industrial uses and adjacent shopping centers. land uses through the regulation of industrial activities, limits on Strategy5.6.2- Improve the visual quality operations, and standards for and sustainability of industrial areas through buffering when required. This is requirements such as screening of storage particularly important in areas that areas, landscaping, prompt elimination of trash O may be adjacent to commercial and and roadside debris, and ongoing maintenance of buildings and properties. residential uses. 212 IMPLEMENTATION .1, STRATEGIC TRANSITION PLAN SUMMARY • Strategy 1.7.2 - Review and amend the commercial, industrial and residential development regulations and standards in the zoning code as necessary to Policy and Regulatory reflect the intent and implement the goals and policies of the Comprehensive Updates HOP Plan. • Strategy 1.9.2 - Engage Monticello Township in a discussion regarding the Collaborative and Orderly Annexation Agreement, which expires in 2025. Interjurisdictional Efforts HOP Strategy 1.10.1 - Consider the outcomes of regional planning initiatives and Collaborative and .� participate in processes resulting from the efforts of the Central Mississippi Interjurisdictional Efforts SKIP River Regional Planning Partnership. • Strategy 2.1.1 - Adopt zoning regulations that allow for a wider diversity of Policy and Regulatory housing types, identify character -defining features, and encourage a center of Updates `\ HOP focus for each neighborhood. • Strategy 2.7.1 - Amend the Zoning Map to be consistent with the Future Policy and Regulatory Land Use Map and identify areas where mixed -density residential uses are Updates appropriate. HOP • Strategy 3.1.1 - Amend zoning to allow small, neighborhood -serving shopping Policy and Regulatory centers and commercial uses in the Mixed Neighborhood (MN) land use Updates designation. HOP Monticello Strategic Transition Plan (Approved 06/13/2022) 27 —�• Policy 3.3 - Connectivity to and from Centers Strengthen the connections between the City's commercial centers and the neighborhoods, parks and Public Infrastructure and schools around them through physical improvements, safe trail connections, System Upgrades SKIP and coordinated land use and transportation planning. • Strategy 3.5.1 - Identify specific underperforming or undervalued properties and locations to foster reinvestment and work with the property owners to Policy and Regulatory achieve positive results through parcel assembly, parking lot consolidation, Updates HOP connections, and site enhancements. Policy 4.1 - Utilize the Downtown Small Area Plan as the primary planning document that guides development and improvement in the Downtown. The components of the Downtown Plan shall be acknowledged and referenced Targeted Locations / in terms of development and improvement priorities. These include the Site -Specific Priority SKIP Downtown Goals, Frameworks and Implementation Actions which will continue Projects to remain high priority for the City until achieved. These are listed below for reference. • Strategy 5.1.1 - Retain and plan for the development of land zoned for Employment Campus and Light Industrial Park that is sufficient to meet long- Policy and Regulatory term needs for light industrial uses, manufacturing, production, and assembly, Updates and other uses which support continued diversity in tax base and create living - HOP wage employment. • Strategy 5.1.4 - Develop a plan for servicing Employment Campus land areas Targeted Locations / with roads and utilities in recognition of their potential for tax base and Site -Specific Priority HOP employment generation. Projects Monticello Strategic Transition Plan (Approved 06/13/2022) 28 ❑ n❑0 [1 0 0 77 ii ii Q Industrial Development Feasibility Study FINAL REPORT Prepared for: City of Monticello, MN Prepared by: Bolton and Menk, Inc. ©BOLTON & MENK Table of Contents Executive Summary Introduction Northwest Monticello Land Analysis East Monticello Land Analysis Cost Benefit and Conclusions Industrial Development Feasibility Study Monticello, Minnesota June 9, 2022 Background 3 6 19 26 33 1. Executive Summary Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Owning Monticello's Future Well-informed land use decisions are part of Monticello's broader effort at strategically transitioning from an energy -based economic foundation towards a diversified economic and land use base. Towards that end, this study looks at two large areas on the edges of the city and their potential to support the city's goals of being a regional center, growing a balanced tax base, and promoting job growth. This study is another important step towards putting Monticello in the driver's seat of its own destiny - to proactively determine and attract the type(s) of development the City desires, rather than to only receive residual development interest from Saint Cloud and Twin Cities, and to support a transition from an energy -based economy. Doing so will support the identity of the community as a regional center, located on a great river, with a downtown, and superior amenities that attract families and businesses who desire these qualities - Monticello is notjust a "highway town between two metro areas." Yet, the City must still address several larger regional issues that impact it precisely because it is between two large metros: surrounding exurban land use patterns, market competition with nearby communities, the potential of a new interchange, and the possibility of a future new bridge crossing. In this study the City explores three development scenarios for each growth area - two scenarios in each area that consider a future interchange, and one without. Each scenario, and associated cost estimates, provide a preliminary framework in which the City can evaluate growth feasibility, strategies, and necessary allocation of resources. This study recommends that the City pursue growth via three approaches: i. Concentrate expanding infrastructure to catalyze future development and an interchange/bridge, within the Northwest growth area 2. Incrementally develop contiguous residential lands within the East growth area, as outlined in the Comprehensive Plan. 3. Continue pursuing infill growth for available land within the city's existing border This approach will allow the City to promote higher quality development where it can be efficiently served with existing and future infrastructure, and protect its identity as a regional center through land management on its eastern edge. 9 NW GROWTH AREA © EAST GROWTH AREA Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Infltled Map I< ONORTHWEST STUDY AREA Bertram` Chain of Lakes CHELSEA COMMONS 1 411 0 i• i �` i Pelican La ke This study recommends that the City pursue growth via three approaches: z. Concentrate expanding infrastructure to catalyze future development and an interchange/bridge, within the Northwest growth area 2. Incrementally develop contiguous residential lands within the East growth area, as outlined in the Comprehensive Plan while initiating discussions with Otsego about potential partnerships to develop employment uses along the shared border. 3. Continue pursuing infill growth for available land within the city's existing border This approach will allow the City to promote higher quality development where it can be efficiently served with existing and future infrastructure, and protect its identity as a regional center through land management on its eastern edge. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background 2. Introduction and Context Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Introduction Purpose This study is one of several efforts the City has undertaken in recent years to help prepare for the potential transition of the Xcel Monticello Nuclear Generating Plant (MNGP). The purpose of this study is to: • Establish initial feasibility of the development of large tracts of land to the northwest and the east of the existing City limits. • Provide initial insights as to the relative benefits and costs of developing each of the study areas. • Explore different development approaches to the two areas. • Understand how industrial land and their related uses in these two study areas can connect to a wide range of City goals, thereby contributing to the overall health and well being of the City and its residents. V-7 74\% Zt!�O- rv..� e East Site r, t Study Areas Monticello has identified two areas for this study - one on the northwest side of the City and one on the east side. Monticello in the Region Located equidistant from the Twin Cities and St. Cloud, along the Mississippi River and astride 1-94, Monticello is in a strong position to take advantage of its locational advantages and to accomplish its vision to become a regional center with a strong downtown, a balanced tax base, and a model for sustainable growth. Proximity to two growing regions presents great opportunity. Monticello's residents have ever increasing options in the outer ring suburbs for employment, amenities, and activities. However its location between two metropolitan areas also poses several challenges. With outward growth from Saint Cloud and the Twin Cities pushing towards Monticello, the City is at risk of being negatively impacted by undesirable and incompatible uses that seek inexpensive land where operations are isolated from nearby uses. At the same time, the City has the opportunity to benefit from its strategic location along a primary transportation corridor near a major metro area, which is attractive to many industries. If properly managed and staged, resulting development can generate significant benefits to the City such as diversified tax base, increased jobs, and customers for area retail districts. Rather than just being the willing recipient of any and all development that move outward from the two metropolitan areas, Monticello is positioning itself an emerging regional center along a great riverway, with strong schools and a true downtown. Those are the qualities that the City must leverage as it attracts new employers to the City. Fortunately, the industrial and employment marketplace is moving in that direction already. Whereas access and availability of unencumbered land was once considered the single most important locational factor for employers, today location decisions are more complex. With a shortage of workers, many employers know they can no longer "pull" employees long distances to job sites with no amenities. Thejob is not the attraction - the location, and the ability to live a desired lifestyle is the attraction. Therefore, more employers want to be where the employees already are and/or where they desire to be. This bodes well for Monticello as it aspires to be, first and foremost, a desirable community along a great river, with a strong school system, great parks, and a thriving downtown. Ultimately, this is what will attract both employees and employers, as well as visitors and residents. Plan Structure and Outcomes This study is organized to provide City staff and policy makers with information on the suitability of two sites for primarily industrial, light industrial, and other job -creating uses. It also provides information about how these uses can serve a wide set of community needs beyond jobs and tax base. To that end, the plan includes a discussion about the range of industrial and light industrial uses, the sizes and patterns they tend to take, and their relative suitability in the community. Section One provides background information on the MNGP, the anticipated extent of impacts upon possible closure, the City's current relevant policies that address the transition to a non -energy economy, and the market trends currently affecting industrial and light industrial development in the region. Sections Two and Three analyze the two study area sites. Each chapter contains a physical analysis of development opportunities and challenges. These chapters offer potential ways in which each site can be developed, along with the major infrastructure needs necessary to serve it. Section Four contains a cost / benefit analysis of scenario outcomes, and a discussion on final recommendations. A Small Regional Center in between two growing metropolitan areas Monticello can take advantage of its location between the Twin Cities and Saint Cloud, however it also has to contend with the potential negative impacts. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Market Context and Trends Introduction Stemming from the potential transition of the Xcel Monticello Nuclear Generating Plant (Xcel (MNGP), the industrial market in and around Monticello has been the subject of multiple studies in recent years. The focus of this Plan therefore is not to replicate these efforts, but rather to summarize and utilize relevant points as they apply to the need for— and future of —two proposed industrial development areas. These considerations include: Current and forecasted industrial market conditions, in terms of expected development types, scale, absorption, and requirements • Trends in industrial space usage, based on overall market conditions in the area, as well as more generalized best practices • Opportunities for Monticello in particular, based on its location and assets The Xcel "X Factor" The MNGP is located on the northern edge of the city along the Mississippi River. Though not certain, it is possible that the MNGP will not seek re- certification past the year 2040. Operating since 1971, the MNGP has consistently been the city's largest employer and its largest source of tax revenue. Though its valuation and employees fluctuate, in 2021 the MNGP had 70o employees and a tax capacity of approximately $17 million - equivalent to approximately 50% of the property taxes paid to the City. The City has been actively working to diversify its tax base over recent years, and intends to continue doing so to absorb the anticipated future reduction in tax revenue from MNGP. Fortunately, recent growth and area development have already enabled the City to begin reducing its economic reliance on MNGP by diversifying its tax base. Previous impact studies determined that to "backfill" the full tax capacity of the Plant by 2040, the city would need to increase its tax base by approximately $250,000/year. If accomplished annually until 2040, the City would experience no net loss of taxes by the estimated Plant closure date of 2040. Furthermore and regardless of plant closure, assuming economic development efforts are diversified across industries, the result will be a more resilient tax base that lessens its reliance on one single industry and taxpayer. Study Areas The MNGP (red circle) is located on the north edge of the city, along the Mississippi River and adjacent to this study's Northwest Growth Area. Image Source: thehometownsource.com Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Towards a Resilient Economy To foster economic sustainability and market resilience, cities should seek to diversify their tax base while finding beneficial ways to support area growth, in alignment with community needs and visions. Principles that are emerging from the City's efforts on this front are summarized below: Diversification is good practice, regardless of plant status. A more robust and diversified tax base will provide a more sustainable economic future as resilience against future economic cycles and shocks. Even if the plant remains open for the long term, the approach here will support a stronger and healthier local economy. Gradual changes overtime are advisable. Rather than banking on a sudden shift, incremental changes over the next few decades are more achievable and manageable. In fact, reliance on Xcel has been decreasing since 2oi6, due to changes in how the property is valued and increase in other city development. This has gone from 61% of tax capacity in 2o16 to 53.5% in 2021. City guidance is needed to optimize outcomes. The city has acknowledged for many years that a strategic and proactive approach will be critical to a strong transition from MNGP.This involves notjust direct economic development assistance but considering how to align city goals and actions across multiple areas. Business Name Total Tax Capacity Business Name Total Tax Capacity o .Capacity 2018 2017 2016 Northern States Power Co. $16,294,279 Northern States Power Co. $16,970,092 Northern States Power Co. $15,913,229 (Xcel Energy)(Xcel Energy)(Xcel Energy) Iret Properties $295132 Iret Properties $295132 Wal-Mart $206,950 Mills Fleet Farm $251,524 Wal-Mart $202,954 Target Corporation $200,250 Wal-Mart $19€x,510 Target Corporation $199,250 Monti -Big Lake $146 ,880 Community Hospital Target Corporation 5195.51[] Monti -big Lake $145,440 Home Depot $131.450 Community Hospital Monti -Big Lake $145,443 Home Depot $129,280 Spirit Master Funding $102,521 Community Hospital Home Depot $127,190 Mills Fleet Farm $128,368 AX TC Retail $101,626 Clear Creek Land Company $119,976 Minnegasco Inc $102,521 Minnegasco Inc. $78,294 Monti -Big Lake Community Hospital $109.980 Spirit Master Funding $101,626 Tapper's Holdings LLC $77,636 Spirit Master Funding $102.515 AX TC Retail $81,858 WSI Industries $77,252 AX TC Retail $101,634 Centerpoint Energy $77,252 Iret Properties $75,782 Centerpoint Energy $95184 Tapper's Holdings LLC. $77,636 RCE Property LLC $73,250 Tapper's Holdings LLC. $77,638 Anderson Companies LLC. $73,250 BBF Properties $71,558 WSi industries $77,252 BBF Properties $70,318 UMC Real Estate $66,250 SCF RC Funding IV LLC. $73,250 Bluffs in Monticello LLC. $69,224 BNSF Railway Company $63,676 Monticello's Total Tax Capacity $29,528,145 Monticello's Total Tax Capacity $27,583,160 Monticello's Total Tax Capacity $25,891,898 Northern States Power Co. 5518% Northern States Power Co. 61.52% Northern States Power Co. 61.46% Percentage of Tax Capacity Percentage of Tax Capacity Percentage of Tax Capacity Monticello's top 15 taxpayers, and their tax capacity, as noted in the city's 2040 Comprehensive Plan. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Current Industrial Market Conditions With its central location between Saint Cloud and the Twin Cities, Monticello is well situated to benefit from growth of both areas, especially with its proximity to Interstate 94, which links them. Due to its size and proximity, Twin Cities Metropolitan Area statistics provide the most relevant trends in terms of growth. As such, the section below references Twin Cities data. While many indicators of economic "health" are still recovering from COVID-19 pandemic impacts, others have already recovered or surpassed pre -pandemic levels. Minneapolis Saint Paul Regional Economic Development Partnership (GreaterMSP) maintains a Regional Recovery Hub that tracks economic indicators in terms of status relative to their pre - pandemic baseline in early 2020 (top left image). The Tracker notes that while housing construction and office space leases continue to lag, factors such as employment, job posting, jobless claims, small businesses, and startup funding have largely recovered or surpassed pre -pandemic levels. Notably for communities like Monticello, demand for industrial space remains at historically high levels. In its 2021 year in review report (right), Colliers looked back on a time of unprecedented activity in the industrial market in the Twin Cities. Contributing factors included construction and development delays due to the pandemic, the entrance of large e-commerce firms into the market, increases in stock levels, and onshoring of key industrial sectors. As such, 2021 was the region's second-best year ever of absorption, going from a typical level of 7-8 million to 13-14 million square feet. The increase was driven by the demand for several large space users, needing 500,000- 1,000,000 square feet each — including e-commerce retailers like Amazon, and grocery distributors like Associated Wholesale Grocers. Economic developers have identified a shortage of close -in developable sites near the metro area. The following charts and graphs show the related impacts on investment volume, rent growth, and overall activity. Industrial Development Feasibility Study Monticello, Minnesota GREATER>MSP Padne,shlp see data... Shew metbelasb.. Montnly sta1of2— Oecllne Baselint No Rata Health fan Feb Mar Apr May lun Jul Aug Sep Oct Nor Dec Ian Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Ma, cool D-19 cases ■■■■■■■■■■■■■■■■■■■■■■■■■ CDVI0-19 Vaccination ■■■■■■■■■■■■■■■ Employment Employment ■■■■■■■■■■■■■■■■■■■■■■■■■■ Job Postings ■■■■■■■■■■■■■■■■■■■■■■■■■■ Jobless ❑alms ■■■■■■■■■■■■■■■■■■■■■■■■■■ Travel & M—aro... Air Travel Hotel Occupanry Retum to office Mpls Transit Ridership Total Business Vitality Restaurant Bookings ■■■■■■■■■■■■■■■■■■■■■■■■ Small Business ■■■■■■■■■■■■■■■■■■■■■■■■ startup Fuming ■■■■■■■■■■■■■■■■■■■■■■■■■■ Family Vitality Food Security ■■■■■■■■■■■■■■■■■■■■■■■■■■ Housing Affordability --------------------------- $2,500 $2,000 $1,500 $1,000 $500 $' $0 Thisvisual wasdeveloped for Greater MSP by GataOriv -m Cities a na l yticscompany. Visit us at GODa[a Drir Twin Cities Metro Industrial Investment Volume Year overYear Rent Growth for Industrial Space Minneapolis St. Louis Tampa Bay Cleveland Dallas Phoenix 4.02% Milwaukee 3.02% South Florida 2.54% Houston 2.50% Chicago 1 2.23% Cincinnati 2.03% Detroit 1.76% Kansas City 0.81% 8MSF $2,120 6MSF 4MSF 1.95MSF 2MSF 0.24MSF OMSF 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 June 9, 2022 6.80% 1 5.73% 5.58% 5.52% 7.65% Source: Colliers Research Industrial Space Absorption 7.16MSF 5.33MSF � 5.42MSF 3.30MSF 2.23MSF 2.52MSF 0.35MSF 0.05MSF -2MSF 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N Net Absorption (SF) Background Regional Competitiveness Industrial Land Use Absorption Recent Industrial projects in Monticello GreaterMSP also maintains a regional indicators dashboard (below), which tracks general economic, environmental, and social outcomes both directly and compared with several peer regions (Atlanta, Austin, Boston, Charlotte, Chicago, Dallas -Ft. Worth, Denver, Pittsburgh, Portland, San Francisco, and Seattle). These reflect on the region's overall economic competitiveness. Looking at the most recent version for 2021, Minneapolis ranks middle of the pack or better on most indicators around economy, business vitality, talent, education, infrastructure, environment, livability, and vital statistics The exceptions include lower than average growth rates for gross regional product, jobs, and new establishments - as well as racial disparities in employment and income. INCLUSIVE GROWTH ANNUAL JOBS PAYING WAGE GAP EMPLOYMENT GAP GROSS REGIONAL ANNUAL AVERAGE FAMILY SUSTAINING WHITE - OF COLOR WHITE - OF COLOR PRODUCT GROWTH' JOB GROWTH WEEKLY WAGE WAGE' (AGED 16 64 YEARS)' (AGED 16-64 YEARS) 0.8°'° 0.8% $17240 71.1% 32.7% 9.1% MSPTREND:WORSE MSP TREND: WORSE MSP TREND: BETTER MSP TREND: BETTER MSP TREND: BETTER MSP TREND: WORSE PEER RANK: 11 PEER RANK: 10 PEER RANK: 7 PEER RANK: 3 PEER RANK: 7 Q PEER RANK: 11 b ENTREPRENEURSHIP LOANS TO BUSINESSES ANNUAL AMOUNT OF VALUE OF PATENTS ISSUED UNDER $1M IN NEW ESTABLISHMENTS VENTURE CAPITAL EXPORTS : PER 1,000 WORKERS REVENUE ESTABLISHMENTS SURVIVING o IIVIING 5 YEARS $1.52B $18.6B 1.82 $897m 9,662 55.3°x° MSP TREND: BETTER MSP TREND: WORSE MSP TREND: BETTER MSP TREND: WORSE MSP TREND: BETTER MSP TREND: BETTER PEER RANK:8 b PEER RANK:8 b - PEER RANK:6 b PEER RANK:8 C_> PEER RANK: 12 b PEER RANK:1 'a TALENT AVAILABILITY FOREIGNBORN FEMALES AGED POPULATION POPULATION 25+ POPULATION 25+ NET MIGRATION OF YEARLY GROWTH IN 16-64 YEARS AGED 16-64 YEARS WITH AN ASSOCIATE'S WITH A BACHELOR'S 25-34 YEAR OLDS TECH JOBS° WORKING WORKING DEGREE OR HIGHER DEGREE OR HIGHER +4,778 -1.0°,° 78.5°,° 79.4°% 53.5°/° 43.2 PEOPLE MSPTREND:WORSE MSPTREND:WORSE MSPTREND:BETTER : MSPTREND:BETTER MSP TREND: BETTER MSP TREND: BETTER PEER RANK: 5 Q PEER RANK: 7 Q PEER RANK: 1 b : PEER RANK: 1 Q PEER RANK: 3 `Cm'J PEER RANK: 6 p 1) Real change based on inflation-adjusted GRP, chained to 2012 dollars. 2) Defined as the annual wage an individual must eam to supporta set of typical expenses for necessities fare family of four with two working adults and two children (MSP= $35,485), per the MIT Living Wage Calculator. 3) Percent gap is between median wages of people of color end white, non - Hispanic workersmedian wages. 4) Data reflects COVID-19 impact It's important to note that Monticello has a solid existing economic base in terms of diversification and economic growth. Despite a heavy reliance on MNGP, employment is diversified across employers and sectors. Proactive approaches to economic development have resulted in the significant achievements with business retention and attraction. City tools have included assistance with land acquisition and assembly, construction of public infrastructure, remediation of brownfields, tax increment financing, and a revolving loan program. Level of assistance provided has been assessed based on project need, availability of resources, and alignment with city goals. Due to limited resources, it will be important to prioritize areas and investments using these criteria. Since the early 2000's, Monticello has been active in building out new industrial areas. To help track and predict the rate of industrial growth, the City conducted a 2020 study on industrial land absorption & demand. Based on this study, and associated analysis, it was estimated that Monticello currently experiences an average industrial absorption of about 5 acres a year - equating to ioo acres through the year 204o, at the current rate. The chart to the right from the study outlines industrial land absorption within Monticello from 2013-2oi8. This incremental rate of growth could be altered based expansion of existing businesses, or opportunity business attractions. In 2000, the City of Monticello was made aware of a large potential manufacturing company that was exploring locating to the city. Site feasibility assessments identified several possible locations, with land consumption around 30-5o acres or more forthis use. While this is currently on hold (based on significant questions about site feasibility and public costs of serving the sites), it opened up possibilities regarding the suitability of the area for larger industrial uses that could maximizes the city's advantages, and provides a larger economic benefit. Further, the feasibility work highlighted the importance of the city to continue identifying and tracking land feasibility for prospective development and needs. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background A Md 2013 Dollar Tree 0.75 Von Hanson's 1.77 2014 Aldi's 2.00 Goodwill 2.60 2015 Mattress Firm 0.93 Kwik Trip 2.23 2016 Auto Zone 1.73 Dalheimer Beverage 6.20 Aspen Dental 1.13 LaMont Retail 0.75 Camping World 1.58 Sherburne State Bank 0.89 2017 Burnham Mini -Storage 6.28 Dental Clinic 1.68 Red Rooster 0.10 Mills Fleet Farm 20.0 2018 Twin City Staffing 1.12 Bondus Expansion 0.76 Moon Motorsports 1.46 Ryan Auto 5.00 Total Commercial Acreage Absorbed: 53.00 Total Industrial Acreage Absorbed: 6.96 Average Acreage Absorbed/Year: 5.24 Average Acreage Absorbed/Year: 1.16 Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Industry and Employment in Monticello Industrial Land Use Supply Monticello has approximately zoo acres of land for industrial and employment uses in its existing inventory, with 95 gross acres available for industrial development - most of it located in the City's two industrial parks. The City's newest industrial park, Otter Creek Business Park (loo acres), has an estimated 48 gross acres suitable for development including 23 acres in several shovel -ready sites. Monticello also has limited land available in Oakwood Industrial Park (also loo acres) for both development and redevelopment. Most of the sites in Oakwood are approximately 5 acres. The supply of available land and estimated annual industrial land absorption rate suggests that the city will likely be able to accommodate small to mid- sized uses for 20+ years on a variety of small to medium sized sites (2-15 acres). However, with the prospect of large-scale possibilities, Monticello is looking beyond existing inventory to see what areas could be made available beyond the city's existing land supply. In particular, warehousing and distribution uses, which may be attracted by Monticello's proximity to the metro area and access to 1-94, would require sites that are significantly larger than what is currently available. Additionally, it takes time to acquire and prepare land for industrial development, as even private development requires public infrastructure. Conducting this study in advance of specific interests intends to proactively position the city for strategic growth. Existing Industrial Supply Industrial Land Uses and the Comprehensive Plan In Monticello 2040, the City's comprehensive plan, the future land use map guides approximately 1,729 acres for industrial and employment uses. The comprehensive plan identifies three land use types: Light Industrial Park (757 acres), General Industrial (22o acres), and Employment Campus (752 acres). • Light Industrial Park (LIP) guides areas for warehousing and distribution, manufacturing, research and development, medical laboratories, computer technology, and professional and corporate offices. Floor area ratio is 0.50 to 0.75, with a height of up to four stories and no minimum lot size. This corresponds to the zoning designation Light Industrial District (I-1). General Industrial (GI) guides areas for light manufacturing, small warehouse and delivery operations, recycling facilities, production brewing, and construction and contracting yards. Floor area ratio is o.5o to 0.75, with a height of up to two stories and no minimum lot size. This corresponds to the zoning designation Heavy Industrial District (1-2). Employment Campus (EC) guides areas for research and development, medical laboratories, advanced manufacturing, green technology, renewable energy, computer technology, professional and corporate offices, light manufacturing, and industrial engineering facilities, along with some limited commercial. Floor area ratio is 0.50 to 0.75, with a height of up to six stories and no minimum lot size. This corresponds to the zoning designation Business Campus District (IBC). Comparison of Monticello'sTwo Business Parks Size Land Use Undeveloped Otter Creek Business Park 13o ac light industrial 48 ac Oakwood general Business Park 110 ac industrial 15 ac Monticello Future Land Use Map The majority of land use guidance in the NW Site is industrial and commercial, while low-density residential and preservation lands encompass the East Site. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Trends Impacting Industrial Competitiveness The following discuss trends and factors to consider regarding the location of industrial uses in the Monticello area. Forth sake of clarity and brevity, this summarizes prior reports rather than duplicating analysis and citations. Regional access and mobility. Monticello's proximity to two metropolitan regions, as well as direct access to Interstate 94 and Trunk Highway (TH) 25, make it a strategic location for the movement of goods and services. These advantages have been augmented by capacity increases on 1-94 south of Monticello, as well as access to the rail corridor in Sherburne County via TH 25. Additional plans for future interchanges and river crossing off of 1-94 would further this advantage. Uses such as warehousing, distribution, manufacturing, and some retail prioritize this strategic advantage in choosing sites. Growth in distribution networks is an observable national trend that is driving demand for logistics and strategic locations. Manufacturing jobs. Traditionally abase for industrial areas, manufacturing has experienced decades of transition and decline in some sectors, especially due to automation and globalization of trade. However, the Central Mississippi River Regional Planning Partnership's Framework 2030 plan notes growth in manufacturing jobs in Wright County from 2oo8- 2018, and Minnesota DEED forecasts (after correction for the pandemic) continued growth through 2028 for both Wright and Sherburne Counties. With a strategic location and access to workforce, Monticello may reasonably expect to be able to attract some of this growth.. Environmental, social, and governance (ESG) principles. ESG refers to a mindset within the real estate development industry that prioritizes goals beyond just economics and profitability—to focus on environmental sustainability, environmental justice, climate action, and related values. The importance of these goals has been amplified in recent years, with increasing interest in younger generations, particularly Millennials. These factors may be critical in both talent recruitment and retention, as well as ensuring community support for new or expanded industry. While these principles are being driven by the private sector, city participation and policy may also be a factor. Workforce availability and retention. For Monticello, location near two metro areas, and in a livable community, will be critical to ensuring access to a stable and growing workforce does not constrain growth going forward. A recent Central Mississippi River Planning Partnership (CMRP) study noted that regional job growth is outpacing regional household growth for the Wright and Sherburne County areas. Monticello's employment inflow/outflow statistics indicate a significant opportunity to retain workforce leaving the community and generate economic impact from those commuting in. Due to this dynamic, ensuring that Monticello is a livable community with a range of housing options is an important economic development strategy, particularly from the perspective of workforce attraction and retention. Availability of amenities to attract workforce. Increasingly businesses are recognizing the importance of having on site or nearby amenities for their workforce to enjoy. Amenities may include walking trails, access to lunch options, or nearby businesses to do mid day errands. With competition for workforce, employers and Cities often create partnerships to increase the attractiveness of the environment, which in turn helps businesses compete for workers. Integrating with communities: Most light industrial and employment uses are clean, quiet, and relatively innocuous machinery and equipment. This renders many of them as perfectly compatible with nearby residential and commercial uses. While off site impacts always have to be considered carefully, as the City evolves, employment uses should be integrated in the city in a compatible manner wherever possible, and separated only when absolutely necessary. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background Job Density Job density is an important measurement of the benefits of a industrial uses in Monticello. Akin to measuring a car's efficiency by miles per gallon versus size of gas tank, the City should take care with industrial development to make sure the land (and the businesses on it) are generating as many jobs / acre as feasible. This is due largely to the cost of both land, and of serving new land uses with public infrastructure. Flex commercial buildings - the most common building for light industrial uses - are large open bay structures designed for interior flexibility. They can be divided for multiple tenants and / or they can be divided for multiple different operations for one business. Typically, the interior space is used for some combination of office/ production/warehousing. Businesses using the space for primarily office or manufacturing will have higherjob density than businesses using the space for warehousing and distribution. Logistics Office Access to People � 7 Ei nflFl f o n iii Q and Amenities Logistics Office Pr +/- 5 Jobs/acre cduction i i Q Logistics Production Office ��..- o►-.mo-om- ►r - Logistics Production Office iii f # # 20jobs/acre Scale and Orientation Employment uses come in a variety of shapes and forms. Some have strict siting requirements, others are more flexible. The diagram below describes a broad spectrum of employment buildings, their land area, and the number of jobs they might produce. The illustration is not all encompassing, but illustrates the variety and differences amongst select types. Generally, the larger the building the more it will have a regional orientation - because it likely serves a broader region. These buildings tend to be located on the edge of a city, away from residential and with superior access to the region. Smaller buildings to the right of the diagram tend to have a community orientation and fit within the fabric of the city quite well. 2-5 jobs/ acre Office Access to 10-20 jobs/ [Logistics ii Highway acre Industrial and Employment Types cje �a . ea � �o 2 Industrial Types and Employment Densities Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Background CHAPTER 4: FINISHING STANDARDS Section 4. I I Building Materials Subsection (E) Industrial Requirements (4) Metal exterior finishes shall be permitted only where coordinated into the overall architectural design of the structure, such as in window and door frames, mansard roofs or parapets, and other similar features, and in no case shall constitute more than 15% of the total exterior finish of the building. (5) Metal Roofing. Metal shall be an allowed roofing material in the `B", Business Districts, provided such material is designed to resemble traditional commercial architecture and/or is designed to complement the architectural design of the building. (6) Building Materials and Design for the CCD District: All buildings within the CCD shall meet the materials and design standards of the Comprehensive Plan as defined by the Downtown Monticello Small Area Plan Amendment, the requirements of the CCD District, as well as the standards in Section 4.11 of this ordinance. (E) Industrial Requirements (1) In the Industrial and Business Campus District (IBC), the following building materials and standards shall apply: (a) Buildings shall maintain a high standard of architectural and aesthetic compatibility with conforming surrounding properties to ensure that they will not adversely impact the property values of the abutting properties and shall have a positive impact on the public health, safety, and general welfare, insofar as practicable. (b) Exterior building finishes shall not consist of galvanized or unfinished steel, or unfinished aluminum. (c) Exterior building finishes shall consist of materials compatible in grade and quality to the following: (i) Brick; (ii) Natural Stone; (iii) Decorative rock face block or burnished block; (iv) Wood, provided that the surfaces are finished for exterior use and wood of proven exterior durability is used, such as cedar, redwood, or cypress (v) Glass; (A) Stucco or substantially similar finish product; City of Monticello Zoning Ordinance Page 337 CHAPTER 4: FINISHING STANDARDS Section 4.11 Building Materials Subsection (E) Industrial Requirements (vii) Exterior Insulated Finish systems, where said system is manufactured to replicate the look of one of the approved building materials in this section. (d) Metal exterior finishes shall be permitted only where coordinated into the overall architectural design of the structure, such as in window and door frames, mansard roofs or parapets, and other similar features, and in no case shall constitute more than 15% of the total exterior finish of the building. (2) In the Light Industrial District (I-1), the following building material standards shall apply: (a) Exterior building finishes shall not consist of galvanized or unfinished steel, or unfinished aluminum. (b) Any exterior wall adjacent to a public street must have a higher level of aesthetics. This could be accomplished by architectural design features, increased use of stone and/or brick across twenty-five (25%) of the fagade area, combination of glass and architectural metals, or a wall plane articulation across twenty-five (25%) of the fagade area. Such articulation must extend at least 5 feet from the primary building line of the principal building structure. (3) In the Heavy Industrial (I-2) districts, the following building material standards shall apply: (a) Exterior building finishes shall not consist of galvanized or unfinished steel, or unfinished aluminum. 100, (b) Any exterior wall adjacent to a public street ♦ + must have a higher level of aesthetics. This could be accomplished by architectural design features, increased use of stone and/or brick across fifteen (15%) of the fagade area, combination of glass and architectural metals, D 5' or a wall plane articulation across fifteen (15%) j of the fagade area. Such articulation must extend at least 5 feet from the primary building line of the principal building structure. Page 338 City of Monticello Zoning Ordinance CHAPTER 5: USE STANDARDS Section S. I Use Table Subsection (A) Explanation of Use Table Structure 5-1: USES BY DISTRICT (cont.) Use Types Base Zoning Districts ConditionallyRequirement AdditionalTABLE Permitted •2 A�l Retail Commercial Uses (other) Buildings Less P P P 5.20(27) than 10,000 SF Retail Commercial Uses (other) Buildings OverC F I P P 5.20(27) 10,000 SF Specialty Eating 7] C P P P 5.2(E)(28) Establishments Vehicle Fuel Sales C C C 5.2E29 Vehicle Sales and Rental C 5.2E30 Veterinary Facilities C 5.2(E)(3 I Rural Veterinary Facilities C C C 5.2(E)(3 1 (Neighborhood) P P P None Wholesale Sales Industrial Uses Auto Repair — Major C P P 5.2(F)(I ) Bulk Fuel Sales and P p 5.2(F)(2) Storage Contractor's Yard, I I I 5.2(F)(4) Temporary Extraction of Materials I I I 5.2 F 5 General Warehousing C P P 5.2 F"6 Heavy Manufacturing C 5.2 F"7 Industrial Services C P None Industrial Self -Storage C C 5.2(F)(8) Facilities Land Reclamation C C C C C C C C C C C C C C C 5.2(F)(9) Light Manufacturing P P P 5.2(U(!0) Machinery/Truck Repair P P 5.2 F I I & Sales Recycling and Salvage C C 5.2(F)(14) Center Truck or Freight C C 5.2(F)(15) Terminal Waste Disposal & C 5.2(U(! 6) Incineration Wrecker Services C P 5.2(F)(17) City of Monticello Zoning Ordinance Page 361 CHAPTER 5: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (F) Regulations for Industrial Uses (f) A calendar of specific dates when land reclamation operations will be conducted, including specific beginning and ending dates; and (g) The submission of a surety by the applicant in an amount determined by the Community Development Department to be equal to 100% of the value of the cost of restoring land whereupon land reclamation is to occur and repairing the degradation of roadways used to transport soils. (10) Light Manufacturing Light manufacturing uses may include a commercial component provided the following standards are met: (a) The commercial component is directly related to the products being created by the light manufacturing use. (b) The commercial component shall not exceed 30% of the gross floor area of the principal use. (11) Machinery/Trucking Repair & Sales and Industrial Services (a) The entire site other than that taken up by a building, structure, or plantings shall be surfaced with a material to control dust and drainage which is subject to the approval of the Community Development Department. (b) A drainage system subject to the approval of the Community Development Department shall be installed. (c) The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right- of-way and shall be in compliance with Section 4.4 of this ordinance. Section 4.1(G): (d) When abutting a residential use, the property shall be screened with an opaque Standards for Perimeter Buffers buffer (Table 4-2, Buffer Type "D") in accordance with section 4.1(G) of this ordinance. Section 4.1(F): (e) Parking or car magazine storage space shall be screened from view of Standards for abutting residential districts in compliance with Section 4.1(F) of this Vehicular Use Area Landscaping ordinance. (f) All signing and informational or visual communication devices shall be minimized and shall be in compliance with Section 4.5 of this ordinance. (g) Provisions are made to control and reduce noise. City of Monticello Zoning Ordinance Page 405 CHAPTER 5: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (F) Regulations for Industrial Uses (h) No outside storage except as permitted or conditionally permitted in Section 5.30)(26): compliance with Section 5.3(D)(26) of this ordinance. outdoor Storage (i) All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying the conditions. (j) If the business repairs semi -trucks or other large machinery, a specific area shall be designated for the exterior storage of the things being repaired and/or other vehicles and equipment accessory and incidental to the vehicle or machinery being repaired or serviced. (12) Production Breweries and Micro -Distilleries Production Breweries and Micro -Distilleries shall be allowed as a permitted use in the I-1 and I-2 District, provided that: (a) The owner of the brewery qualifies for and receives a brewer license and a malt liquor wholesale license from the State of Minnesota, according to Minn. Statutes Section 340A.301. (b) Total production of malt liquor may not exceed 250,000 barrels annually. (13) Production Breweries and Micro -Distilleries with Accessory Taproom or Cocktail Room Production Breweries and Micro -Distilleries with Accessory Taproom or Cocktail Room shall be allowed by conditional use permit in the IBC, I-1 and I-2 Districts, provided that: (a) The facility is located in an area that includes and/or serves commercial traffic. (b) The facility is not located within 500 feet of a residential zoning district. (c) The owner of the brewery qualifies for and receives a brewer license and a malt liquor wholesale license from the State of Minnesota, according to Minn. Statutes Section 340A.301. (d) Total production of malt liquor may not exceed 250,000 barrels annually. (14) Recycling and Salvage Center (a) The center shall be on a parcel with an area of at least four acres. Page 406 City of Monticello Zoning Ordinance CHAPTER 5: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (F) Regulations for Industrial Uses (b) The center shall be located at least 250 feet from any residential district, school, or day care. (c) Except for a freestanding office, no part of the center shall be located within 15 feet of any property line, or the minimum buffer yard setbacks required in Section 4.1(G), whichever requires the greater setback. (d) All recycling activities and storage areas shall be effectively screened from view by walls, fences, or buildings. Such screening shall be designed and installed to ensure that no part of recycling activities or a storage area can be seen from rights-of-way or adjacent lots. (e) All outdoor storage areas shall be surrounded by a solid fence or wall that is at least eight feet high, located no less than 30 feet from any public right-of-way, and located no less than 15 feet from any adjacent property. (f) Recyclable materials shall be contained within a leak -proof bin or trailer, and not stored on the ground. In the alternative, the outdoor storage of recyclable materials may occur on the ground, provided that the ground is surfaced with a suitable material acceptable to the City to control dust and drainage in a manner that is consistent with the City's stormwater management requirements, and is fenced and screened to ensure that no storage is taller in elevation than the height of the screening. (g) The facility shall at all times comply with the terms of the MCPA permitting for the site, and shall promptly comply with any order of mitigation or correction issued by the MPCA when an inconsistency or violation is found. The City may require additional improvements to protect the City's stormwater management system resulting from operation of the facility, including but not limited to, additional stormwater treatment, reporting, and notifications as appropriate. (h) There shall be no collection or storage of biodegradable wastes (as defined by the PCA) on the site. The storage of hazardous wastes shall be, at all times, found to be in compliance with the requirements and permitting of the MPCA as applicable to the site and the material in question. (i) Space shall be provided to park each commercial vehicle operated by the center. (j) The facility shall be administered by on-site persons during the hours the facility is open. City of Monticello Zoning Ordinance Page 407 CHAPTER 5: USE STANDARDS Section S.2 Use -Specific Standards Subsection (F) Regulations for Industrial Uses (k) The site shall be maintained free of fluids, odors, litter, rubbish, and any other non -recyclable materials. The site shall be cleaned of debris on a daily basis and shall be secured from unauthorized entry and removal of materials when attendants are not present. (1) Noise levels shall be controlled in accordance with Section 5.2(A)(2)(e). (m) Signage shall include the name and phone number of the facility operator and indicate any materials not accepted by the center. (n) Access to the center shall be from a collector or arterial street. (o) No dust, fumes, smoke, vibration or odor above ambient level shall be detectable on abutting properties. (15) Truck or Freight Terminal (a) The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing, conforming buildings or areas as to cause impairment in property values or constitute a blighting influence within the district in which the proposed use is located. (b) Parking areas shall be screened from view of abutting residential districts in compliance with Section 4.1(I) of this ordinance. (c) The entire site, other than that taken up by a building, structure, or plantings, shall be surfaced with a material to control dust and drainage, which is subject to the approval of the Community Development Department. (d) The site shall meet minimum lot dimension requirements of the District. (e) No outside storage except as permitted or conditionally permitted in compliance with Section 5.3(D)(26) of this ordinance. (f) Parking areas accessible to the public, including customers and employees shall be paved. (g) No more than six thousand (6,000) square feet of the site shall be devoted to the storage, parking, and/or circulation of semi -tractors and trailers, as illustrated on a site plan submitted in connection with an application for a conditional use permit. (h) All service activities shall occur within the principal building or approved accessory buildings. Section 5.2(A)(2)(e): Noise Section 4.Yh: Standards for Required Screening Section 5.30)(26): Outdoor Storage Page 408 City of Monticello Zoning Ordinance CHAPTER 5: USE STANDARDS Section 5.2 Use -Specific Standards Subsection (F) Regulations for Industrial Uses (16) Waste Disposal and Incineration City Code Title 7, Chapter 6: Garbage (a) Disposal must be in accordance with Minnesota Pollution Control Agency and Re se regulations. (b) The facility must secure applicable local, county, state, and/or federal permits. (17) Wrecker Services (a) No portion of any salvage yard or junkyard shall be located within five hundred (500) feet of any residence district; (b) All outside storage in such yards shall be enclosed by a sight -obscuring fence of at least eight (8) feet in height, which fence and the materials used to construct it shall be approved of by the City; (c) No vehicles or junk shall be dismantled or stored within the 100 -year flood plain. (d) Upon receiving a motor vehicle which will not be repaired, the battery shall be removed and the engine lubricant, transmission fluid, brake fluid and engine coolant shall be drained into watertight, covered containers and shall be recycled or disposed of according to all applicable Federal and State laws, rules, and regulations. No discharge of any fluids from any motor vehicle shall be permitted into or onto the ground. (e) To reduce noise, all dismantling of motor vehicles shall take place during timeframes deemed reasonable by the City; (f) No vehicle or junk shall be dismantled or stored within three hundred (300) feet of any water body or inland wetland, regardless of size; (g) No vehicles or junk shall be stored within three hundred (3 00) feet from the property line of any school, church, public playground, public park or cemetery or within ordinary view from the public facility. (h) No vehicles or junk shall be dismantled or stored within three hundred (300) feet of a well that serves as a public or private water supply unless such well serves the business; (i) No vehicles, junk or parts of other items shall be stored closer than one (100) feet of any property line. City of Monticello Zoning Ordinance Page 409 CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots jurisdiction, including, but not limited to, clearing, grubbing, grading, excavating, transporting and filling. LAND RECLAMATION: The reclaiming of land by the importation, depositing, or grading of soils in excess of 400 cubic yards so as to elevate the grade. LANDSCAPE STRIP, PERIMETER: Vegetative material associated with the perimeter landscaping required for a vehicular use area. LANDSCAPING / NURSERY BUSINESS: A retail business devoted to the growth, display, and/or sale of plants, shrubs, trees; and/or landscaping materials and services. LIGHT INDUSTRIAL USE: (see "MANUFACTURING, LIGHT') LOT (OF RECORD): A parcel of land, whether subdivided or otherwise legally described, as of the effective date of this ordinance, or approved by the City as a lot subsequent to such date and which is occupied by or intended for occupancy by one (1) principal building or principal use together with any accessory buildings and such open spaces as required by this ordinance and having its principal frontage upon a street. LOT: Land occupied or to be occupied by a building and its accessory buildings, together with such open spaces as are required under the provisions of this zoning regulation, having not less than the minimum area required by this zoning ordinance for a building site in the district in which such lot is situated and having its principal frontage on a street or a proposed street approved by the Council. ➢ LOT Related Definitions (e.g. lot depth, lot area, lot corner, etc): [see section 8.2(B)] LOT LINE: A property boundary line of any lot held in single or separate ownership, except that where any portion of the lot extends into the abutting street or alley, the lot line shall be deemed to be the street or alley right-of-way. MACHINERY/TRUCK REPAIR: This business performs mechanical, electrical, structural, and cosmetic repairs to trucks and heavy equipment. Allowed: Tune ups and adjustment, replacement of parts, rebuilding of parts or components when installation is available, body repair, collision service and painting, frame straightening and repair, steam cleaning and/or sandblasting, undercoating and rust proofing, radiator repair, tire repair, wheel alignment and balancing, washing, cleaning, and polishing. MANUFACTURED (MOBILE) HOME: A structure transportable in one or more sections which in the traveling mode is 8 body feet or more in width or 40 body feet or more in length, Page 492 City of Monticello Zoning Ordinance CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (8) Lots or, when erected on a side, is 760 or more square feet and which is built on a permanent chassis and designed to be used as a dwelling with or without a permanent foundation when connected to the required utilities, and includes the plumbing, heating, air conditioning, and electrical systems contained in it, and which complies with the manufactured home building code (MN State Statute 327.31). MANUFACTURED HOME PARK: A contiguous parcel of land which has been developed for the placement of manufactured homes and is owned by an individual, firm, trust, partnership, public or private association, or corporation. MANUFACTURING, HEAVY: The manufacturing of products from raw or unprocessed materials, where the finished product may be combustible or explosive. This category shall also include any establishment or facility using large unscreened outdoor structures such as conveyor belt systems, cooling towers, cranes, storage silos, or similar equipment that cannot be integrated into the building design, or engaging in large-scale outdoor storage. Any industrial use that generates noise, odor, vibration, illumination, or particulate that may be offensive or obnoxious to adjacent land uses, or requires a significant amount of on-site hazardous chemical storage shall be classified under this land use. This use shall include any packaging of the product being manufactured on-site. Examples include but are not limited to the production of the following: large-scale food and beverage operations, lumber, milling, and planning facilities; aggregate, concrete and asphalt plants; foundries, forge shops, open air welding, and other intensive metal fabrication facilities; chemical blending, mixing, or production, and plastic processing and production. MANUFACTURING, LIGHT: The mechanical transformation of predominantly previously prepared materials into new products, including assembly of component parts and the creation of products for sale to the wholesale or retail markets or directly to consumers. Such uses are wholly confined within an enclosed building, do not include processing of hazardous gases and chemicals, and do not emit noxious noise, smoke, vapors, fumes, dust, glare, odor, or vibration. Examples include, but are not limited to: production or repair of small machines or electronic parts and equipment; woodworking and cabinet building; publishing and lithography; computer design and development; research, development, testing facilities and laboratories; apparel production; sign making; assembly of pre -fabricated parts, manufacture of electric, electronic, or optical instruments or devices; manufacture and assembly of artificial limbs, dentures, hearing aids, and surgical instruments or parts; manufacture, processing, and packing of food products or cosmetics; and manufacturing of components, jewelry, clothing, trimming decorations and any similar item. MARQUEE: Any permanent roof like structure projecting beyond a theater building or extending along and projecting beyond the wall of that building, generally designed and constructed to provide protection from the weather. City of Monticello Zoning Ordinance Page 493 CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots RECREATIONAL VEHICLE CAMP SITE: A lot or parcel of land occupied or intended for occupancy by recreational vehicles for travel, recreational, or vacation usage for short periods of stay subject to the provisions of this ordinance. RECYCLING AND SALVAGE CENTER: A facility engaged solely in the storage, processing, resale, or reuse of recyclable and recovered materials. REGIONAL FLOOD: A flood which is representative of large floods known to have occurred generally in Minnesota and reasonably characteristic of what can be expected to occur on an average frequency in the magnitude of the 100 -year recurrence interval. Regional flood is synonymous with the term "base flood" used in the Flood Insurance Study. REGULATORY FLOOD PROTECTION ELEVATION: The regulatory flood protection elevation shall be an elevation no lower than one foot above the elevation of the regional flood plus any increases in flood elevation caused by encroachments on the flood plain that result from designation of a floodway. REPAIR ESTABLISHMENT: An establishment primarily engaged in the provision of repair services for TV's, bicycles, clocks, watches, shoes, guns, canvas products, appliances, and office equipment; including tailor; locksmith; and upholsterer. RESTAURANT: An establishment where meals or prepared food, including beverages and confections, are served to customers for consumption on or off the premises. Such a facility may include indoor and outdoor seating and/or drive through services. RETAIL COMMERCIAL USES (OTHER): Establishments primarily engaged in the sale of goods and materials to the general public not otherwise specifically defined in code. Retail commercial uses may include by are not limited to bookstores, antique stores, grocery stores and similar uses; but do not include sales from moveable motorized vehicles. RIVER, AGRICULTURAL: Rivers that run through intensively cultivated areas, mainly in the southern and western area of Minnesota. RIVER, FORESTED: Rivers that are in forested, sparsely to moderately populated areas with some roads; typically found in northeast, southwest and north -central Minnesota RIVER, REMOTE: Rivers that are primarily in roadless, forested, sparsely populated areas in northeastern Minnesota. RIVER, TRANSITION: Rivers that are in a mixture of cultivated, pasture and forest lands. Page 500 City of Monticello Zoning Ordinance CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots family dwellings, or townhome units which do not utilize a communal location for trash and recycling. TREE, CANOPY: A tree that has an expected height at maturity of 30 feet or more. TREE, ORNAMENTAL: A small tree that has high visual impact typically grown for the beauty of its foliage and flowers rather than its functional reasons. TREE, SPECIMEN: Any canopy tree with a DBH of 36 inches or more and any understory or ornamental tree with a DBH of 10 inches or more that is not exempted as a specimen tree by this ordinance. TREE, UNDERSTORY: A tree that has an expected height at maturity of no greater than 30 feet. TREE SAVE AREA: The area around a specimen tree that extends one linear foot around the tree's dripline. TRASH HANDLING AND RECYCLING COLLECTION AREA: Areas containing large dumpsters or compactors used to temporarily store trash and recycling materials prior to a regularly scheduled pick up. Such facilities are typically associated with multi -family buildings of more than four units, commercial operations and industrial sites. TRUCK OR FREIGHT TERMINAL: A use where buses, trucks, and cargo are stored, where loading and unloading is carried on regularly, and where minor maintenance of these types of vehicles is performed. UNDERSTORY TREE: A tree that has an expected height at maturity of no greater than 30 feet. UPLAND: Means all lands at an elevation above the ordinary high water mark. USE: The purpose or activity for which the land or building thereon is designated, arranged, or intended, or for which it is occupied, utilized, or maintained, and shall include the performance of such activity as defined by the performance standards of this ordinance. UTILITIES — MAJOR: Major utilities shall include the following: (A) Public infrastructure services providing regional or community -wide service that have regular employees on site during common working hours, and entail the construction of new buildings or structures such as waste treatment plants, potable water treatment plants, and solid waste facilities. Page 512 City of Monticello Zoning Ordinance CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (8) Lots protection, high aesthetic quality, and provide excellent opportunities for educational and scientific activities within the community. WETLANDS, HIGH QUALITY: High quality wetlands are still generally in their natural state and tend to show less evidence of adverse effects of surrounding land uses. Exotic and invasive plant species may be present and species dominance may not be evenly distributed among several species, however, a minimum of twenty (20) different species can be found within the basin. There tends to be little evidence of water level fluctuation due to storms and their shorelines are stable with little evidence of erosion. The combination of these factors result in these wetlands being judged as providing a greater level of water quality protection and significantly better wildlife habitat. They show little if any evidence of human influences and their greater levels of species variety, wildlife habitat and ecological stability results in higher aesthetic quality. These characteristics also offer opportunities for educational or scientific value to the community. WETLANDS, LOW QUALITY: Wetlands included in this category have been substantially altered by agricultural or urban development that caused over nutrification, soil erosion, sedimentation and water quality degradation. As a result of these factors, these wetlands exhibit low levels of plant species and a related reduction in the quality of wildlife habitat. These wetlands may also tend to exhibit extreme water level fluctuations in response to storms and show evidence of shoreline erosion. While these wetlands do provide for water quality and serve an important role in protecting water quality downstream, the combination of these characteristics cause these wetlands to provide low levels of water quality protection and to have poor aesthetic quality. They often exhibit evidence of significant human influences and they are deemed to be of little educational or scientific value to the community. WETLANDS, MEDIUM QUALITY: Medium quality wetlands have a slightly higher number of plant species present than low quality wetlands, often with small pockets of indigenous species within larger areas dominated by invasive or exotic species. Their relatively greater species variety results in slightly better wildlife habitat. They exhibit evidence of relatively less fluctuation in water level in response to storms and less evidence of shoreline erosion. As a result of these characteristics, these wetlands provide somewhat better water quality protection. They also exhibit relatively less evidence of human influences and therefore, tend to be of a higher aesthetic quality. These wetlands are still judged to be of limited educational or scientific value to the community. WETLAND BUFFER: An area of non -disturbed ground cover abutting a wetland left undisturbed to filter sediment, materials, and chemicals. City of Monticello Zoning Ordinance Page 517 CHAPTER 8: RULES & DEFINITIONS Section 8.4 Definitions Subsection (B) Lots WHOLESALE SALES: Establishments or places of business primarily engaged in selling merchandise to retailers; to industrial, commercial, institutional, or professional business users; or to other wholesalers. Wholesale establishment does not include contractor's materials or office or retail sales of business supplies/office equipment. WHOLESALER: Any person engaged in the business of selling alcoholic beverages to retail dealers. WILDLIFE: All free living animals. WIND ENERGY CONVERSION SYSTEM (WECS): A wind -driven machine that converts wind energy into electrical power for the primary purpose of resale or off-site use WINE: The product made from the normal alcoholic fermentation of grapes, including still wine, sparkling and carbonated wine, wine made from condensed grape must, wine made from other agricultural products than sound, ripe grapes, imitation wine, compounds sold as wine, vermouth, cider, sherry and sake, in each instance containing not less than one half of one percent nor more than 24% alcohol by volume for nonindustrial use. WRECKER SERVICE: An establishment operated for the purpose of temporary storage on- site of no more than nine wrecked or inoperable vehicles for a period no longer than 90 days. If an establishment has 10 or more inoperable vehicles located on-site, stores inoperable vehicles for more than 90 days, stacks vehicles top to bottom, or portions of the vehicles are dismantled or removed for sale, it shall be considered a junkyard. YARD [see Section 8.2(B)(3)(a)1 ➢ YARD Related Definitions (e.g. front yard, corner yard, side yard, etc): [see section % I�3IDI®]7 Page 518 City of Monticello Zoning Ordinance 0 FUTURE LAND USE MAP City Council Agenda: 10/24/2022 2M. Consideration of approving the purchase of twenty spin bikes from Sourcewell Cooperative Purchasing Contract with Johnson Fitness and Wellness for $36,700, less a $1.900 trade-in value of the existine spin bikes Prepared by: Meeting Date: ® Consent Agenda Item Parks and Recreation Director 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve the purchase of twenty spin bikes from Sourcewell Cooperative Purchasing Contract with Johnson Fitness and Wellness for $36,700, less a $1,900 trade-in value of the existing spin bikes. REFERENCE AND BACKGROUND In 2014, the City of Monticello purchased used spin bikes from the City of Minnetonka. After 14 years, these bikes have met their useful life. Spin bikes are programmed seven days a week which drives recreation membership sales. The members of Monticello Community Center expect a level of recreation service that is reflected in the City's strategic vision: to provide a full-service recreational facility. If the outdated and worn-out equipment is not replaced, it will negatively impact both public perception and membership numbers. There are funds identified in the draft 2023 budget for this purpose. Staff are requesting authorization to place the order due to extended lead times, but MCC will not take delivery until 2023. The old equipment will be declared as surplus and traded in with purchase. Budget Impact: The 2023 Community Center Fund budget will be used to complete the purchase from Johnson Fitness and Wellness for $34,800 through the Sourcewell Cooperative Purchasing Contract. Staff Workload Impact: Improve efficiencies with new equipment and less maintenance. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends the purchase of new spin bikes for the Monticello Community Center for their fitness programs. City Council Agenda: 10/24/2022 SUPPORTING DATA • Johnson Fitness and Wellness proposal from Sourcewell Cooperative Purchasing Contract. A T R U E June 30, 2021 To Whom It May Concern, 865 Hoff Road, St. Louis, MO 63366 T 1.636.980.4300 / F 1.636.980.7148 F 1 T N E s s TRWEFITNESS.COM OCTAN EFITNESS.COM This letter indicates that John Fitness is an authorized dealer for Octane Fitness and is approved to represent Octane Fitness under Sourcewell contract number 081120 -TUR. If you have any questions or need any further authorization, please feel free to reach out. Sincerely, John Talley SR Dealer Sales Manager, North America jltalley@truefitness.com 314-518-3623 JOHNSON Johnson Fitness & Wellness FITNESS & N/ELLNESS Drew Wurst (3827) 7585 Equitable Drive Eden Prairie, MN 55344 Phone: (952) 500-0508 Fax: (952) 906-6909 Email: drew.wurst@johnsonfit.com To Information Monticello Community Center Sara Cahill 505 Walnut St. Monticello, MN 55362 Home: (763) 271-7124 Work: (763) 271-7124 Fax: (763) 271-7105 Cell: (763) 271-7268 Email: invoice to drew.wurst@johnsonfit.com Quote Quote Order 22-052926 Date 04/01/21 Bill To Information Monticello Community Center Sara Cahill 505 Walnut St. Monticello, MN 55362 Home: (763) 271-7124 Work: (763) 271-7124 Fax: (763) 271-7105 Cell: (763) 271-7268 Email: invoice to drew.wurst@johnsonfit.com Expiration Date: 10/1/2022 Terms: Net 30 Days Delivery List Your Qty SKU Description Method Tax Price Price Ext. Price Sourcewell Pricing ❑ Sourcewell Contract # 081120 -TUR ❑ 20 OCTSURGE Octane Surge Spin Bike Deliver ❑ $2,199.00 $1,600.00 $32,000.00 Preventative Maintenance 6 visits ❑ 6 CPM -TC Commercial PM - Trip Charge Deliver ❑ $399.00 $290.00 $1,740.00 120 CPM -EP Commercial PM -Equipment Piece Deliver ❑ $25.00 $0.00 $0.00 includes PM service on 20 bikes ❑ 1 COMMDEL01 Freight/Delivery/Assembly Deliver ❑ $5,137.84 $2,960.00 $2,960.00 -1 Trade -Credit Trade-in Credit for 19 Spin Bikes Deliver ❑ $0.01 $1,900.00 -$1,900.00 1 of 3 Special Instructions: NET 30 Terms Item Total: $34,800.00 Tax: $0.00 TOTAL: $34,800.00 2 of Standard Terms and Conditions 1. All orders must be prepaid before shipment without approved credit. 2. These prices are subject to change after 30 days from document date. 3. There will be a 1.5% monthly service charge on all overdue accounts. The buyer is also responsible for any collection and/or legal fees involved in collecting past due accounts. 4. Any changes on orders must be made within 7 days after the order is accepted. 5. If customer requires a certificate of insurance that includes a waiver of subrogation or if the additional insured is to be on a primary non- contributory basis the customer agrees to assume the additional cost. 6. Clerical errors subject to correction. All prices and agreements are contingent upon strikes, accidents, and other causes avoidable or beyond our control. 7. Buyer agrees to promptly file claim for all goods damaged in transit. 8. There will be a 15% restocking charge on merchandise ordered but not accepted. Delivery, Set -Up and Freight charges will not be refunded. 9. A Preventative Maintenance Agreement is available for all equipment. 10. Equipment lease is available with approved credit. 11. All unit prices are F.O.B. manufacturer. 12. Products purchased without commercial warranties that are placed in non-residential settings void manufacturer's warranty. All repair costs are customers responsibility. Authorized Signature: Print Name: P.O. Number: Date of Acceptance: Please send check payments to: 2nd Wind Exercise Equipment, Inc. DBA Johnson Fitness & Wellness 1600 Landmark Drive Cottage Grove, WI 53527 Acceptance of Proposal: These prices, specifications and conditions are satisfactory and are hereby accepted. I am authorized to order the listed equipment with full understanding of the payment terms. www johnsonfit.com/commercial 3 of 3 O P E Introducing Octane's Surge Cycle Bike. Our performance driven commercial cycle bike is designed to withstand the rigorous demands of your club or facility. Solid construction ensures long-lasting performance for your most intense cycling classes. The maintenance -free magnetic resistance system features a rear wheel design, and the simple and intuitive console features a digital display to deliver essential stats at your members' fingertips. Octane's premium Cycle Bike provides multiple seat adjustments for biomechanically correct positioning. • Magnetic resistance provides smooth frictionless resistance • A built-in generator powers the console eliminating the constant need to replace batteries • Bear flywheel design protects from sweat and corrosion • Poly -V Belt for a smooth and quiet ride. Our belt never needs to be replaced or oiled • Dual Adjustable Universal Seat adjusts vertically and horizontally Powers the console eliminating the constant need to replace batteries MAGNETIC RESISTANCE A maintenance free system that doesn't require replacing any friction pads like friction resistance systems. REAR ALUMINUM FLYWHEEL DESIGN Protects from sweat and corrosion. Poly -V Drive belt for a smooth ride. DUAL SIDED PEDALS SPD clips and pedal cages provide a secure connection to help improve pedaling efficiency. exercisers to efficiently and easily move the bike around ENHANCED CONSOLE A dynamic calorie meter, plus real-time feedback on all performance metrics. s CYCLE BIKE SPECIFICATIONS COIUIMERCIAL KEY MECHANICAL FEATURES —11111111r - Rear Drive System • Magnetic Resistance • Poly -V Drive Belt • Dual Sided Pedals • Horizontal and Vertical Adjustable Handlebars • Horizontal and Vertical Adjustable Seat • Tilt -and -Push Wheel System • Dual Battle Holder • Stretch Plates • ELECTRONIC FEATURES Display Type 1' backlit LCD Resistance levels 20 Wireless heart rate compatible Polar, Ant+ Bluetooth® Compatible • Power Requirement Generator Powered CONSOLE OPTIONS Standard • WORKOUTS Number Of Programs 6 PRESET PROGRAMS Quick Start • Max 14 Interval • Interval • Calorie Goal • Distance Goal • MAX CiRCUIT • PRODUCT SPECIFICATIONS Frame Material Steel Flywheel Material Aluminum G -Factor 6.46" (164.2 mm) Max user weight 35016s (160 kg) User height range 61" (1549.4 mm) -77" (1955.8 mm) Footprint (LxWxH) 58.74" (1492 mm) x 23.77' (604 mm) x 43.89" (1115 mm) Product Weight 112.5 lbs (51 kg) Shipping Dimensions (LxWxH) 49.12' (1250 mm) x 12.4' (315 mm) x 39.3' (1000 mm) Shipping Weight 126 lbs (57.2 kg) WARRANTY* Frame 5 years ENHANCED CONSOLE CALORIE' 7 -inch backlit LCD screen is simple to use and features an addictive, motivating calorie meter Mechanical Parts (Drive Mechanism, Breaking System, Cranks) 2 *warranty outside the US and Canada may vary. ®2021 Octane Fitness, LLC. In a continual effort to years improve our products, specifications are subject to change. Octane Fitness, Zero Runner, xRide, SmartStride and CROSS CiRCUIT are registered trade marks of True Fitness®, Inc. or Octane Fitness, Labor 1 year LLC. Any use of these trademarks, without the express written consent of Octane Fitness, is forbidden. Wear Items (Saddle, Pedals) 3 months City Council Agenda: 10/24/2022 2N. ADD-ON: Consideration of approving a contract with Mid -Minnesota Hot Mix for the completion of remaining punch list items for the Haven Ridge (first addition Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 10/24/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director, Community City Administrator Development Director ACTION REQUESTED Consideration of approving a contract with Mid -Minnesota Hot Mix for the completion of remaining punch list items for the Haven Ridge First Edition if the developer fails to confirm a contract in place to complete the work by October 27, 2022 and in consultation with the City Attorney. REFERENCE AND BACKGROUND The developer for the Haven Ridge First Addition has yet to complete the required improvements per their approved development agreement. One of the remaining items is to place the asphalt wear course. Placement of the wear course prior to commencing winter snow removal operations will help minimize the damage to the curb and gutter caused by snow removal equipment. The developer is having difficulties securing a contractor that is willing to complete these required improvements. Mid -Minnesota Hot Mix is the approved contractor for the area for the Sourcewell Indefinite -Delivery, Indefinite -Quantity (IDIQ) contract. Sourcewell is a local unit of government and public agency created by the Minnesota Legislature as a service cooperative. Minn. Stat. § 123A.21 (2018). Sourcewell was established with the statutory purpose of assisting members in meeting specific needs which are more efficiently delivered cooperatively than by an entity individually. These programs include joint and cooperative purchasing services. Sourcewell is governed by an eight -member board made up of local elected officials including county commissioners, city council members, mayors, and school board members. Member agencies include eligible government, education, and non-profit entities. Sourcewell's Indefinite Delivery, Indefinite Quantity (IDIQ) construction contracts are made available to Minnesota members through the joint exercise of powers law Minn. Stat. § 471.59. City Council Agenda: 10/24/2022 City staff would work with Sourcewell and Mid -Minnesota Hot Mix to determine the overall project pricing utilizing the IDIQ bid results. To fund the improvements, the City must draw on the existing letter of credit held with the developer's bank. Staff will confirm that the remaining letter of credit amount does not exceed the contract with Mid -Minnesota Hot Mix. Staff will also work with the City Attorney on process matters relating to the draw on the letter of credit. Budget Impact: This project would be funded utilizing the letter of credit provided for the development agreement for this project. II. Staff Workload Impact: Staff would be involved in developing the project scope and reviewing the contract documents. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving a contract with Mid -Minnesota Hot Mix for the completion of remaining punch list items for the Haven Ridge (First addition). SUPPORTING DATA A. Haven Ridge Utilities B. Punchlist Install ADA ped ramp a\ \ -----� at 85th FES • I I � ,\ Replace curb N CB 114 1 ; • Saw and seal if „s 1 \\v �\ \\ 9fi2Z possible 2 ^\ \ \ V \\ 965.0 I I (96 7' j / / / / \ \ \ \O \ \ \ \ % 0 25 50 100 sV \\ G I I 22 1 Ot wide asphalt 8S (IN FEET) \ \\ BM 9650 ; g6 patch \ SAF \ \ 965. s 5 \ �\\ BMTM ' \\ CB 102 (967 ri. $, CB BM \ % c / % \°T 5 / \\ 9 �° \ \ \ 103 \ \ \ (963 966.0 MH vvA\ STMH\\vv2 A V 1 j (s6 j l c T \°T ��/ A ��� l % % 10 101 3 9 s. \ ss (ss ti 12 Z-- / � 6BS� s4s r\ar\ / \ sB (96 F 6 4� 9 2 , / 6 / �� / �0 / 2 o / \ , Z�vvv i i i 4 i, (s6 9 B 7 >_ T G 13 i remove bioroll6, 9'Q� V t v 5 ��5 °r �A 14 s66jo� l j ° ° °V�/ � ' // s6 ry \ \ \ FES 6 complete filtration `\ ' \ fi\ / /' ; ; (962 / 5655 '� \°r ' G / °`�+�-��^•� basin OUTLOT B % >> FES / 9 s6 \ \ `\ WETLAND (MANAGE 31 (s60 8s \ \\ \ 100 YR HWL = 957.8 i ' OG 10 DAY SNOWMELT = 957.6 f POND 20 �" NWL = 954.5 s> \ \ 10o YR 6-Q wL = s 7. e 10 (96 05 \ \ ; �� I 1 5 i 10 DAY SNOWMELT = 955.7 �., / / / ss0 of / / 4 > O 100 YR HWL = 957.2 \\ - c \ \ i 100 YR B—B HWL = 957.9 BM / / °k 9 12 0 q�- / 20 \ IT —FIQTFR-A-TI BASIN 10Ci° — •„, -� °° \— °„• — a• — — — — - - J / 10J °°0. ° \ IS 10 DAY SNOWMELT = 953.1 — — — °— ° — . — �° — „ _/ - _ _ _ Verifyseed \ — °� 100 YR HWL = 952.7 — — ° — „ �� — °"° MH EXISTING POND`\ \ `\\ t\ _-�o°�°°° °gr°„YR B -B HWL = 954.3 — — °— °—=--_°—°"°— •= 9•_ —tee—� _ establishment NWL = 947.5`--- HWL = 948.7\ ° °° ° - D--�' IT from washout = _ OUTL \ \° —° r ---------_ °°—°°— °— °— — that was FES o \ o-° DT TLOT ooh\° off,\\ Dr—DT—DT=DT's repair last fall u' -C 0.ocs— ° °°ow,���qo, �� — _---_- ° —_ . — ° _ — _ _ = = — — �• _ _— ----- gOoa.—°„.— o IT IT °\ SEE LEFT nT IT IT I�•w•—m.— �„ --__ °POND100--�— ``\Verify seed o°ooaoo o\ — KU _ �e NWL = 949.0 _ __ -- \ \ \\\ \\ establishment �g °°40 °°° I OF �° —10 DAY SNOWMELT = 953.1 — \ _ VA \ VA FES TEMPO gr — — k �3 n„ ve HW' = 952.7 r \\ from washout �° °�-� °r — DT — h I !L = 954.3' ° — • — ---__ _ — CJCMCIYV•■ 3890 Pheasant Ridge Drive NE, Suite 100 1 that was 1.1R. /9/20 City DENALI INVESTMENTS B dine, MN 55449 , or under my Print Na KRO 1. 7/9/20 per r Comments 2 • environmental or report was prepared by me or under my z. 7/21/20 per city comments HAVEN RIDGE 1ST ADDITION • •engineering Phone: (763)489-7900 direct supervision and that[ am a duly Signatui BA 3.8/21/20 per City Comments 1313 Hillwind Road INDEX of McCain 'surveying Fax: (763)489-7959 Licensed Pro fessionalEngineer under repair IaSt fall Fridley, MN 55432 Monticello, Minnesota / 19 www.carlsonmccam.com the laws of the State of Minnesota Date: .0/1/19 Date: September 9, 2022 Field Representative Project Description Haven Ridge Punch List Eric Hicks/Ryan Melhouse Contractor Northern Lines Project Manager Brady Enright Preliminary: X Partial: Final: Warranty: 2 year Item No. Description Date Accepted 1 Replace pavement patchs around sanitary manholes 2 Verify all storm and sanitary structures have been grouted 3 Re ace 7 areas of damaged curb (approx. 50 ft total 4 Saw and seal approximently 9 cracks (replace if saw and seal will not work 5 Install ADA pedestrian ramp at 85th street 6 Repair erosion on east end of pond 20 and along rip rap on west end 11/1/2021 7 Repair erosion in temporary ditch 11/1/2021 8 Remove bio roll near existing and across Fallon 11/1/2021 9 Remove bioroll and silt fence along 85th 5/20/2022 10 Remove all remaining bioroll and siltfence after ve atation is established 11 Complete Filtration Basin 100 sand section and draintile 12 Lower any draintile cleanouts stick up above grade along Farmstead 13 Pave wear course in all areas, will require edge mill on Farmstead west of Fallon 14 Verify ve atation coverage in areas where erosion was corrected 15 Reseed near entrance off of Fallon 16 10' x street width asphalt patch for settlement crack near MI -12 17 18 19 20 21 22 Field Representative Signature: City Council Agenda: 10/24/2022 3A. Public Hearing — Consideration of adopting Resolution 2022-116 approving the assessment roll for delinquent miscellaneous accounts to be certified for 2023 payable tax year Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 10/24/2022 ® Public Hearing Item ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-116 approving the assessment roll for delinquent miscellaneous accounts to be certified for 2023 payable tax year. REFERENCE AND BACKGROUND Throughout the year, the finance department bills residents and customers for miscellaneous charges per the Fee Schedule ordinance passed by Council. Certifying unpaid accounts which are more than 60 days past due as a special assessment on a property's tax statement is one avenue the City can take to collect delinquent balances. A public hearing must be held no less than 30 days after the affected property owner is given notice of the public hearing to give the property owner an opportunity to address the Council regarding the unpaid charges. After the public hearing is held and Council adopts the assessment roll, an additional $75 is applied to the customer's account for administrative costs associated with processing the delinquent notices and certifying the assessments. The customer is given 30 days after the public hearing to pay the balance in full before it is certified to Wright County. Upon certification to Wright County, the assessment will bear an interest rate of six (6.0) percent from the date of public hearing as allowed by Minnesota State Statute 116A.17. Budget Impact: None. This action would reimburse the city for costs it has incurred including county fees charged for adding these to the taxes. II. Staff Impact: Due to the traditionally minimal number of delinquent accounts, the tasks involved fall within the normal workload of the finance department and city clerk. III. Comprehensive Plan Impact: N/A City Council Agenda: 10/24/2022 STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-116 approving the assessment roll for delinquent miscellaneous accounts to be certified for 2023 payable tax year. SUPPORTING DATA A. Resolution 2022-116 B. List of delinquent miscellaneous accounts to be certified CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-116 ADOPTING ASSESSMENT ROLL FOR DELINQUENT MISCELLANEOUS ACCOUNTS RECEIVABLE FOR 2023 PAYABLE TAX YEAR WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessment for delinquent utility billing account charges; NOW, THEREFORE, BE IT RESOLVED BY the City Council of Monticello, Minnesota: Such proposed assessments, a copy of which is attached hereto and made a part hereof, is hereby accepted for the amount shown plus an additional $75 processing fee; and shall constitute the special assessments against the parcels named herein, and each tract of land therein included is hereby found to be benefitted by the assessment levied against it. Such assessments shall be payable in one (1) annual installment payable in the tax year of the first Monday in January 2023 and shall bear interest at the rate of 6 percent per annum from the date of the adoption of this assessment resolution. To the first installment shall be added interest on the entire assessment from the date of this resolution until December 31, 2023. 3. The owner of the property assessed may, at any time up to and including November 23, 2022, pay the whole of the assessment on such property to the City Treasurer, and that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution. 4. The clerk shall forthwith transmit a certification of this assessment to the county auditor to be extended on the property tax list of the county. Such assessment shall be collected and paid over in the same manner as other municipal taxes. ADOPTED BYthe Monticello City Council this 24th day of October, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 10/19/22 DELINQUENT AR ACCOUNTS PID First Name Last Name Account Balance Description 155031001060 Jim Vanmeveren $70.85 Brush Chipping City Council Agenda: 10/24/2022 3B. Public Hearing — Consideration of adopting Resolution 2022-117 approving the assessment roll for delinquent utility billing accounts to be certified for 2023 payable tax year Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 10/24/2022 ® Public Hearing Item 252 2019 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-117 approving the assessment roll for delinquent utility billing accounts to be certified for 2023 payable tax year. REFERENCE AND BACKGROUND The finance department issues monthly bills to residents and customers for utility charges including water, sewer, stormwater, and garbage/recycling charges in accordance with the Fee Schedule ordinance passed by Council. Certifying unpaid accounts which are more than 60 days past due as a special assessment on a property's tax statement is one avenue the City can take to collect delinquent balances. A public hearing must be held no less than 30 days after the affected property owner is given notice of the public hearing to give the property owner an opportunity to address the Council regarding the unpaid charges. After the public hearing is held and Council adopts the assessment roll, an additional $75 is applied to the customer's account for administrative costs associated with processing the delinquent notices and certifying the assessments. The customer is then given 30 days after the public hearing to pay the balance in full before it is certified to Wright County. Upon certification to Wright County, the assessment will bear an interest rate of six (6.0) percent from the date of public hearing as allowed by Minnesota State Statute 116A.17. The five-year history of delinquent utility billing accounts to be certified is as follows: Delinquent Utilities Amount # of Accounts 2018 $246,293.12 252 2019 $187,069.71 208 2020 $138,861.70 189 2021 $137,713.82 174 2022 $169,244.15 245 City Council Agenda: 10/24/2022 Delinquent UB Accounts $300,000.00 300 $250,000.00 250 $200,000.00 200 $150,000.00 150 $100,000.00 100 $50,000.00 50 $0.00 0 2018 2019 2020 2021 2022 � Amount # of Accounts The 2018 — 2021 numbers shown on the chart reflect final assessments sent to Wright County. The 2022 amount will likely be reduced since the balance is preliminary and payments can be made against the delinquent balances for another month. I. Budget Impact: None. This action would reimburse the city for costs it has incurred, including county fees charged for adding these to the taxes. II. Staff Impact: The process for collecting delinquent utility bill amounts requires a significant amount of staff time. It includes preparing and mailing delinquent notices, preparing and mailing notices of the public assessment hearing, as well as other clerical work in preparing the amounts for certification. The most time-consuming step of the process is verifying the delinquent account data against Wright County property tax records. The $75 fee that is added to the delinquent accounts helps defray the cost of staff time and publication expenses. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-117 approving the assessment roll for delinquent utility billing accounts to be certified for 2023 payable tax year. SUPPORTING DATA A. Resolution 2022-117 B. List of delinquent utility billing accounts to be certified CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-117 ADOPTING ASSESSMENT ROLL FOR DELINQUENT UTILITY BILLING ACCOUNTS RECEIVABLE FOR 2023 PAYABLE TAX YEAR WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessment for delinquent utility billing account charges; NOW, THEREFORE, BE IT RESOLVED BY the City Council of Monticello, Minnesota: Such proposed assessments, a copy of which is attached hereto and made a part hereof, is hereby accepted for the amount shown plus an additional $75 processing fee; and shall constitute the special assessments against the parcels named herein, and each tract of land therein included is hereby found to be benefitted by the assessment levied against it. Such assessments shall be payable in one (1) annual installment payable in the tax year of the first Monday in January 2023 and shall bear interest at the rate of 6 percent per annum from the date of the adoption of this assessment resolution. To the first installment shall be added interest on the entire assessment from the date of this resolution until December 31, 2023. 3. The owner of the property assessed may, at any time up to and including November 23, 2022, pay the whole of the assessment on such property to the City Treasurer, and that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution. 4. The clerk shall forthwith transmit a certification of this assessment to the county auditor to be extended on the property tax list of the county. Such assessment shall be collected and paid over in the same manner as other municipal taxes. ADOPTED BYthe Monticello City Council this 24th day of October, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 10/19/22 DELINQUENT UB ACCOUNTS PID First Name Last Name Account Balance 155102002010 ENRIQUE MUNOZ & DIANA RAMOS $2,007.22 155010022080 BRENT & LANETTE AITCHISON $1,329.49 155014003070 DANIEL AKERS $916.15 155132002050 DORIS ALEJANDRA HENRIQUEZ $1,262.11 155151005160 KATHERINE ALVARADO $996.81 155086004170 LAUREL ANDERSON $83.56 155078003140 RICHARD & BRENDA ANDERSON $640.41 155151004130 MARK & ELOISA ANDRADE $182.75 155500101200 AZADI ANDREWS $192.10 155168001270 JEFFREY ANDRIST $258.18 155163005040 GINA ARCHER $1,125.80 155132005020 AMANDA ARITT $284.41 155125003050 JENNY ATCH LEY $396.86 155132010100 DAVID & FAITH BABBITT $465.29 155048001130 RANDY & ALLISON BAKKEN $917.26 155019007040 ZACHERY BARTHEL $704.53 155134002050 ANTHONY & KIMBERLY BARTZ $85.42 155159001040 ROSS BECKMAN $80.61 155096003020 BRENT & TAMMY BELLAND $1,608.13 155033001050 TIMOTHY BENSON $631.51 155103003170 COREY & CASSANDRA BENSON $1,508.23 155010071030 ANGELA BERNARD $264.01 155147006020 AUDREY BERNDT $140.35 155170001030 MATT BEUMER $1,155.71 155132003230 LAKERAM BISRAM $352.89 155125006030 RYAN & DAYNA BITZ $1,426.36 155159008170 TRACY BLACKWELL $200.13 155159008020 ROCHELLE BLAIR $116.68 155078002120 AMY BOETTCH ER $663.00 155103003200 STEVEN BOND $197.88 155159007470 RACHEL BOUCHARD $1,237.28 155090001070 DEBRA BRAY -GRAVES $1,235.46 155086002160 JEFFREY BRENNA $90.95 155156003020 DAVID & GINA BROWN $323.99 155147007030 DONNA BROWN $552.54 155250015010 JASON BUTKOWSKI $140.71 155026003070 ELIZABETH CALDERON $143.57 155134001040 CORY & SAMANTHA CASEY $137.14 155122004050 JESUS & CHRISTINE CASTILLO $1,483.41 155132010080 ROCHELLE CAVNESS $804.71 155159008220 ALYSSA CHRISTIANSEN $170.05 155132003220 JEFFREY & KAREN CHRISTOPHERSON $754.67 155037001040 CIELO CAR WASH & DETAILING $431.00 155159002090 JAMIE CLINE $576.26 155010035150 CORNERSTONE APTS $77.94 155010035150 CORNERSTONE CAFE $1,429.54 155105004010 JEFF COUGHENOUR $353.90 155159002120 KEITH & DAWN COX $1,438.76 155088002030 KAITLYN & PATRICIA CROWLEY $127.88 155142002060 RICHARD & CHRISTY CRUMMY $1,073.76 155090003070 EMILY DANIELSON $213.89 155125001020 DAVID & SHAWNA DARVILLE $166.58 155121001030 JULIA DEAH $154.42 155026002010 JESSICA DEPATTO $951.38 155059002100 RONALD & SYLVIA DESSELLIER $287.82 155105005130 REGINALD & RACHEL DOBIE $901.56 155700006150 HEATHER DOVE $185.50 155044004090 PUSKY D U KU LY $418.30 155180002030 JAMES & JESSICA DUNHAM $1,129.64 155156001010 ANDREW & STEPHANIE DUSZYNSKI $1,205.03 155019005030 KARA EATON $283.36 155080006200 DEBRA EDWARDS $288.34 155134001100 MARLYS ELIASON $777.40 155159008350 JACOB ENGNELL $528.78 155030001010 VAN ESSA ESCAM I LLA $288.19 155086005050 TIMOTHY EVANS $1,069.89 155103003070 JODY FELIX-JENSEN $1,058.76 155130001040 KEVIN FIETEK $936.71 155015012060 BRANDON FLAVIN $352.16 155160012040 RICK FORSGREN $809.84 155021002170 TRACY & BRENDA FOSS $962.34 155155004090 WILLIAM FREDRICKSON $77.43 155080005070 JIM & TONI FREEBERG $623.06 155147007010 DIANE FRENCL $127.09 155500152101 G & R SCHLUENDER PROP INC $399.63 155250002030 JAMES GBILEE $122.61 155126001110 DARREL GLOVER $988.33 155097002060 ERIK & NANCY GOHL $1,536.28 155175003200 MANUEL & MARIA GOMEZ $208.51 155096001120 JEFFREY & LINDA GOODWIN $380.51 155082004020 HARRY & DIONA GRIMLEY $1,793.25 155122003090 KRISTY HALON EN $485.15 155132010050 GARY & TINA HANGSLEBEN $1,777.18 155013002071 SYLVESTER & PANDORA HARRIS $1,236.44 155134001070 JARED & ANGELA HARTFIEL $643.34 155102002130 LARRY HATELLA $735.73 155153001030 LINDSAY HAYE K $213.55 155151006010 BRENT HEDQUIST $1,849.43 155086001170 CARRIE HEIL $957.57 155111002060 AMBER & GREG HENDEL $1,039.17 155159007560 THOMAS HEUER $264.77 155073006030 MARK HICKMAN $190.62 155151004230 MARVI N HILL $424.72 155048001040 JASON & LINDA HINZ $969.12 155177001010 JOSHUA HJ E LM $917.10 155132007020 MICHAEL & CARLEY HOFF $278.59 155153001010 ALEXANDER HOLL $309.56 155016000020 CHRISTOPHER H OLTZ $905.85 155107002090 HPA US1 LLC $182.33 155183001080 LISA INGERSOLL $2,483.40 155151004280 SYTHA & SENGMANY INTHISANE $199.03 155134003020 DEVIN & MIABEE JACOB $521.85 155105008040 MONICA JAMPSA $963.56 155086007080 GREGORY JENNINGS $699.55 155250008020 TRISHA JOHNSON $565.73 155082002100 YANIK JOHNSON $779.86 155033001230 ELIZABETH JOHNSON $909.59 155180004010 ANTHONY & HEATHER JOHNSON $1,090.53 155132006010 TRENT JOHNSON $1,181.75 155153001010 ESTHER JONES $406.79 155123003110 CLINTON JORDAN $516.64 155125005190 ALEX JOSSART $164.61 155086005090 CONSU E LO J UAREZ-MARTINEZ $733.42 155010009081 FAH M I KATABAY $2,297.58 155700006140 MARGARET KEESLING $306.30 155159007020 JASON KELLY $1,381.57 155182011010 GWEN KING $1,309.55 155145001050 LINDSEY KING (WALTERS) $1,102.25 155086007060 JAYRED & LORI KITTELSON $1,259.72 155073003020 DAYE KLA-DI I H BAH $1,342.31 155182011030 STEVE & MARCIA KNASE $522.70 155035001140 TE RESITA KOJ ETI N $2,501.15 155033001080 BENJAMIN KOLLES $764.25 155155004040 DUSTIN & ELIZABETH KRUCHTEN $1,137.53 155145001010 JACOB & MEGAN LAMBERT $306.50 155045006010 KEVIN & KENDA LANG $945.12 155175005110 BRITTANY LAUNDERVILLE $233.12 155057002060 SEAN LAWRANCE $162.28 155090005080 NICK & ROSA LAZAROFF $2,404.60 155126001130 THOMAS LEE $860.15 155153001010 HOI LEE $1,522.06 155160010060 KRISTA LEE $1,637.78 155020003010 KIMBERLY LEGRO $762.80 155159008240 TERI LEHNER $568.73 155159007320 FREDERICK LEON $825.58 155024001110 BRIDGET & JUSTIN LILJEQUIST $208.54 155195001140 RYAN & MELISSA LILJEQUIST $508.74 155122002030 BRANDON LOBERG $203.21 155086004180 KATHY LOGAN $840.02 155070001010 JAMES LONG $233.67 155145001080 CORY LUEBKE $474.93 155033001070 JOSH LYMER $125.36 155105008030 BEATRICE MAH $267.93 155102002110 BRETT & CARMEN MAKI $1,304.74 155116008010 CHAD & GRETCHEN MARQUETTE $489.10 155086005080 LOIS MARSH $654.05 155700006070 JOHN MARTI E $238.35 155151007010 SALLY MCCASSALI N $450.20 155132001050 SCOTT & LAURA MCFARLIN $252.26 155132005110 SHAWN MCKINNEY $371.38 155010057050 STEPHEN & DEBORAH MERKLE $807.12 155010067130 MARK MICHAELIS $899.64 155114002060 YURIY & GALINA MIKITYUK $411.98 155010011030 BONNIE MILLER $712.99 155086003040 JAMES & MICHELLE MONTROY $264.80 155122003030 PEDRO MORALES $159.43 155114003020 TRACEY & TIFFANY MORGAN $2,206.51 155179002030 REBECCA MORK $163.32 155133001080 ROBIN MORRIN $1,078.25 155040004050 JEREMY & LEE MOSHIER $527.59 155146013010 JILL MOSHIER $1,313.75 155010039010 JEANINE MULHERON $400.38 155123005020 MICHAEL MURPHY $1,344.27 155080006160 MICHAEL & NATALIE NELSON $854.60 155175005080 KRIS NEUMANN $176.09 155180004040 MATTHEW & JESSICA NORTON $1,713.68 155147004030 OLUWATOBI & BRIANNE OLAWORE $404.32 155173005450 KAITLYN PARKER $189.44 155179006020 GREG PARRISH $194.61 155090002090 THERESA PARTHUM $1,699.38 155040001020 MICHAEL PELARSKI $799.14 155019015070 PERFECT EXTERIORS OF MN INC $234.48 155073002020 SCOTT PFEISTER $1,495.83 155700006010 DESTINY PHILLIPS $206.94 155015036030 RYAN N E POCI $237.96 155010040020 Gayle Poepping $586.19 155180002150 MATTHEW & KRISTEN POHLKAMP $94.81 155700006120 LE NA POTVI N $247.46 155186001020 SHANE & JULIE PRIBYL $169.47 155070002100 RYAN & HAILEY PRIOLA $1,014.03 155044003060 MIKE & DEBBIE PRODAHL $695.47 155045005020 BU RHAAN QAASI M $718.82 155180002110 MARK & RITA QUIGLEY $289.62 155125003040 PAUL RAI FORD $502.77 155132007010 JOHN RAISANEN $245.39 155090001060 RAJ E N DRA RAJ PAU L $128.33 155235003330 LIA RAM I REZ $274.96 155123002200 HEIDI RANCOUR $170.09 155105008090 KEVIN & LIA RICHARDS $139.25 155080007130 JOHN & APRIL RICHTER $343.58 155024001030 JASON & MICHELLE RISLUND $698.18 155159008060 JENNIFER ROETTGER $377.75 155116002130 RODRICK & MEGHANN RONE $486.59 155010035040 RUSTECH BREWERY $158.36 155010035040 RUSTECH BREWERY $443.93 155159008110 MELANIE SANCHEZ $854.32 155122003040 MICHAEL SANOSKI $233.37 155116002090 ANDREW & LISA SAWATZKE $562.70 155124001050 TANNER SCH M I DT $106.13 155010044061 NIGEL SCHUETTE $373.76 155182010020 LOGAN SCHULLER $202.88 155177002030 ALISON SCHULLER $1,547.97 155121005080 ANGELA SCHULTZ $859.08 155105001030 BRENT SCHUMACHER $1,291.96 155040003110 KENDALL SCHUMANN $719.21 155149001020 RANDY & SARA SCHWARTZ $284.67 155142001040 JESSIE SEIB $1,156.70 155080002070 MICHAEL & LINDA SNYDER $143.02 155105005120 JASON SPEARS $568.71 155124003180 DALE & ALEA STANGER $945.79 155103003050 BARBARA STEARNS $475.14 155134002080 PAMELA STEFFES $954.13 155109002010 JEREMY STEINER $188.32 155082003150 Andrew Stevens $1,150.52 155114003030 APRIL STU DE R $733.61 155180002040 JOEL SWANSON $121.08 155021002020 DEREK SWENSON $541.84 155093001140 JADE SWENSRUD $660.32 155195002020 MAXWELL & JACQUELINE TARPEH $267.13 155010038090 OW E N TH U RSTON $832.54 155015002011 AN DI TISCH N E R $1,636.45 155259001120 CHASE TOPP $163.83 155035004020 JACOB TORKELSON $641.56 155105002030 CYNTHIA TROY $593.78 155167002110 THOMAS & MERCEDES TURNER $1,301.78 155134004020 THOMAS & ILLEANA TURNER SR $904.99 155017001010 JESSE TYGUM $1,099.21 155135002010 MELISSA UNGLAUB $1,647.00 155015035060 STEVEN & JENNIFER VANDYKE $1,566.46 155073006080 RICKIE & JUANITA VAUGHN $1,092.70 155122002050 GARRETT VEAL $293.91 155056001010 ROSEGRETTA VERRETT $295.00 155159007540 DAVID & MARIAN VLIEM $1,142.71 155145001020 NALENGE & WEHOANU WAGBALA $463.89 155010040080 MARK WALTE RS $174.90 155134002070 DUSTIN WATERHOUSE $741.48 155031003020 DIONNE WHITE $787.51 155142005080 BRENDA WHITTAKER $212.87 155015032060 WIDELL REAL ESTATE PROPERTIES $124.38 155123001050 KARI WISE $1,410.93 155059003070 WAYNE & ALYCE WITRY $945.53 155030001050 MICHAEL & BRENDA WRONA $200.66 155105005260 MELISSA W U RM $301.07 155800332300 XCEL/MNGP $1,280.41 155082005020 ROSS YINGLING $788.10 City Council Agenda: 10/24/2022 3C. Public Hearing - Consideration of adopting Resolution 2022-118 approving assessments for the 2022 Street and Sidewalk Improvements Project, City Project No. 22C001 Prepared by: Meeting Date: ❑ Consent Agenda Item PW Director/City Engineer 10/24/2022 ❑x Public Hearing Item ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator Motion to adopt Resolution 2022-118 approving assessments for the 2022 Street and Sidewalk Improvements Project, City Project No. 22C001. PREVIOUS COUNCIL ACTION July 12, 2021: City Council authorized the preparation of a Feasibility Report for the 2022 Street Improvements Project and for the approval of a contract with Hakanson Anderson to provide engineering services. November 8, 2021: City Council accepted the Feasibility Report for the 2022 Street Improvements Project and set a public hearing date for December 13, 2021. December 13, 2021: City Council authorized the preparation of a Feasibility Report for the 2022 Sidewalk Improvements and amended the contract with Hakanson Anderson to provide engineering services for this work. December 13, 2021: City Council held a public hearing and authorized ordering improvements for the 2022 Street Improvements Project. January 10, 2022: City Council accepted the Feasibility Report for the 2022 Sidewalk Improvements Project and set a public hearing date for February 14, 2022. February 14, 2022: City Council adopted Resolution 2022-12 approving plans and specifications and authorized the advertisement for bids with the bid opening on March 15, 2022. March 28, 2022: City Council awarded the contract to Knife River Corporation for completing the improvements. City Council Agenda: 10/24/2022 September 12, 2022: City Council declared costs to be assessed, ordered the preparation of an assessment roll, and called for an Assessment Hearing on October 24, 2022, for the Street Improvements Project and Sidewalk Improvements Project. REFERENCE AND BACKGROUND The 2022 Street and Sidewalk Improvement Project is substantially complete. The project included improvements for the following areas: Street Improvements - Badger Street North, Bakken Street, Fox Street, Bear Avenue, Deer Street, Troy Marquette Drive, Troy Marquette Lane, Wildwood Way, Briar Oaks Boulevard, Hawthorne Place, Endicott Trail, Briar Court, Shady Oak Circle, Eastwood Circle, Eastwood Lane, Broadway Street, Hart Boulevard. Sidewalk Improvements: • The addition of sidewalk in front of 520 Chelsea Road. • Sections of sidewalk that have become tripping hazards near Cargill and a section along 318 4th Street West. • Washington Street over the railroad tracks. The street improvements consisted of an edge mill and asphalt overlay. Sections of curb and gutter were replaced as needed throughout the project. Wright County requires that assessments be certified to the County Auditor by November 30, 2022, for collection with 2023 property taxes. Publication and mailing of notices for the public hearing were provided, satisfying the requirements for public improvement projects in accordance with Minnesota State Statutes Chapter 429. The City's assessment policy indicates that street overlay projects are 50% assessed to benefiting property owners. The policy also indicates that new sidewalks along an existing street shall be assessed 50% for non-residential commercially zoned properties and assessed 25% for non-residential industrial zoned properties. Replacement sidewalks are assessed at a rate of 25% of the total cost to the abutting benefitted lots. The assessments were typically less than shown in the preliminary assessment roll due to favorable bidding results. The assessment is proposed at a 10 -year term at a 3.5% interest rate. Budget Impact: The project came in under budget and assessments were reduced by about 15% from the preliminary assessment estimates. The project is included in the 2022 budget and is funded through the Capital Projects Fund mostly from previously unspent 2020A bond proceeds. City Council Agenda: 10/24/2022 II. Staff Workload Impact: Staff workload impacts will include mailing assessment letter and working with Wright County to process and track assessment payments and balances. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting the resolution approving assessments. SUPPORTING DATA A. Resolution 2022-118 B. Final Assessment Rolls CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION 2022-118 ADOPTING ASSESSMENT ROLL CERTIFYING THE 2022 STREET AND SIDEWALK IMPROVEMENTS PROJECT, CITY PROJECT 22CO01 FOR 2023 PAYABLE TAX YEAR WHEREAS, pursuant to proper notice duly given as required by law, the Council has met and heard and passed upon all objections to the proposed assessment for the 2022 Street and Sidewalk Improvements Project, City Project No. 22C001, including the street improvements of an edge mill and asphalt and sections of curb and gutter replacements; addition of sidewalks in specified areas; and other necessary appurtenant work; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. Such proposed assessment, copies of which are attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefitted by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable in annual installments extending over a period of ten years, the first of the installments to be payable in the tax year of the first Monday in January, 2023 and shall bear interest at the rate of 3.5% (percent). To the first installment shall be added interest on the entire assessment from October 24, 2022 (date of the assessment adoption) until December 31, 2023. To each subsequent year's installment, interest for entire year shall be added on the unpaid balance. The city may accept credit card payment for assessment prepayment plus a service charge of 3.5%. 3. The owner of any property so assessed may, at any time up to the end of day November 23, 2022, pay the whole of the assessment on such property to the city, with no interest. In any subsequent year, the owner may pay to the city the entire principal amount of the assessment remaining unpaid, with the exception of the amount assessed on the current taxes. Such payment shall be made by November 15th or interest will be charged through December 3111 of the next succeeding year. 4. The clerk shall forthwith transmit a certification of this assessment to the County Auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. 5. The right to partially prepay the assessment is not available. ADOPTED BYthe Monticello City Council this 241h day of October, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk Property List and Final Assessment Summary Monticello 2022 Street Improvement Project September 20, 2022 PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT NORTH AREA MM EASTWOOD LN 155089002080 2471 EASTWOOD LN RENAE P RIESTERER 2471 EASTWOOD LN $1,907.16 $1,590.28 155089002090 2479 EASTWOOD LN JERRED W & LAURA A STEABNER 2479 EASTWOOD LN $1,907.16 $1,590.28 155089002100 2487 EASTWOOD LN WADE R & BRIDGET R ISAACSON 2487 EASTWOOD LN $1,907.16 $1,590.28 155089002110 2495 EASTWOOD LN GRANT & PAULA SALA 2495 EASTWOOD LN $1,907.16 $1,590.28 155089003040 2504 EASTWOOD LN JAY A & ANDREA L COGLEY 2504 EASTWOOD LN $1,907.16 $1,590.28 155089002120 2507 EASTWOOD LN BRYON R & MONICA C MARTIN 2507 EASTWOOD LN $1,907.16 $1,590.28 155089003030 2510 EASTWOOD LN ANTHONY L & STACIE L WOODS 2510 EASTWOOD LN $1,907.16 $1,590.28 155089002130 2515 EASTWOOD LN BILL A ROBBERSTAD 2515 EASTWOOD LN $1,907.16 $1,590.28 155089003020 2520 EASTWOOD LN JED L & BECKY L SAGER 2520 EASTWOOD LN $1,907.16 $1,590.28 155108001020 2521 EASTWOOD LN GLEN R STEINBACH & STACEY J SCHMIDT 2521 EASTWOOD LN $1,907.16 $1,590.28 155089003010 2524 EASTWOOD LN WENDY L YOUNG REV INTERVIV TR 2524 EASTWOOD LN $1,907.16 $1,590.28 155108001010 2531 EASTWOOD LN DANIEL J & BRIDGET J VETSCH 2531 EASTWOOD LN $1,907.16 $1,590.28 155108002010 2532 EASTWOOD LN ADAM C PUGH 2532 EASTWOOD LN $1,907.16 $1,590.28 EASTWOOD CIR 155089001010 2318 EASTWOOD CIR DEAN M MILLER 2318 EASTWOOD CIR $1,907.16 $1,590.28 155089002010 2319 EASTWOOD CIR STEVEN P MIDDLETON & JULIE A JOCHIM 2319 EASTWOOD CIR $1,907.16 $1,590.28 155089001020 2320 EASTWOOD CIR MICHELLE M KOCAK 2320 EASTWOOD CIR $1,907.16 $1,590.28 155089002020 2321 EASTWOOD CIR PAUL A & KIERSTEN M FOSTER 2321 EASTWOOD CIR $1,907.16 $1,590.28 155089002030 2323 EASTWOOD CIR BRIAN W & CHRISTY M TADYCH 2323 EASTWOOD CIR $1,907.16 $1,590.28 155089002040 2325 EASTWOOD CIR BRENYN & JAMIE ANDERSON 2325 EASTWOOD CIR $1,907.16 $1,590.28 155089001030 2326 EASTWOOD CIR TIMOTHY A & JANELLA E FINKBEINER 2326 EASTWOOD CIR $1,907.16 $1,590.28 155089002050 2327 EASTWOOD CIR MICHELLE B & JOHN A ADAIR 2327 EASTWOOD CIR $1,907.16 $1,590.28 155089001040 2328 EASTWOOD CIR SEAN PATRICK & MISTY DORNSEIF 2328 EASTWOOD CIR $1,907.16 $1,590.28 155089001050 2330 EASTWOOD CIR HEATHER M & CODY GRUENHAGEN 2330 EASTWOOD CIR $1,907.16 $1,590.28 155089002060 2341 EASTWOOD CIR ONN & MARIANNA KHAUV 2341 EASTWOOD CIR $1,907.16 $1,590.28 155089002070 2429 EASTWOOD CIR MELVIN E & JEAN A MONJEAU 2429 EASTWOOD CIR $1,907.16 $1,590.28 Property List and Assessment Summary Monticello 2022 Street Improvement Project PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT BRIAR OAKES BLVD 155097001060 2372 BRIAR OAKES BLVD ANTHONY R & KAREN J BRION 2372 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001050 2373 BRIAR OAKES BLVD KELLY J & CINDY M CRIPE 2373 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001070 2382 BRIAR OAKES BLVD BREANNA A & WADE D FORPAHL 2382 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001040 2383 BRIAR OAKES BLVD BARTHEL LIVING TRUST %JOHN T BARTHEL 2383 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001030 2393 BRIAR OAKES BLVD ROBBIE L & LISA M BORAAS 2393 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001020 2405 BRIAR OAKES BLVD JOHN C ERLANDSON REVOCABLE TR 2405 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001130 2424 BRIAR OAKES BLVD JAMES D & LIZA C THOMAS 2424 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001010 2425 BRIAR OAKES BLVD PAULA ANDERSON 2425 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001140 2444 BRIAR OAKES BLVD NICHOLAS & TIFFANY VLIEM 2444 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097002010 2455 BRIAR OAKES BLVD DAVID L & JULIE A GILMAN 2455 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001150 2464 BRIAR OAKES BLVD CORY R & JENNIFER J RITTER 2464 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097002020 2475 BRIAR OAKES BLVD GLEN A & TAMMY R MOE 2475 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001160 2484 BRIAR OAKES BLVD JEFFREY PEGUES 2484 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097002030 2485 BRIAR OAKES BLVD SCOTT L KOSHIOL & CHRISTINA M JOHNSON 2485 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097002040 2495 BRIAR OAKES BLVD KORBEN L KERSTEN 2495 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001170 2502 BRIAR OAKES BLVD CHRISTINA M STEINER 2502 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001180 2508 BRIAR OAKES BLVD GREGORY M & RACHEL M SCHULTZ 2508 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097002090 2509 BRIAR OAKES BLVD EQUITY TRUST COMPANY CUSTODIAN FBO BRYON R MARTIN IRA ETAL 2507 EASTWOOD LN MONTICELLO, MN 55362 $1,907.16 $1,590.28 155097002100 2511 BRIAR OAKES BLVD ARTHUR E & LAURA L JENSEN 2511 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001190 2512 BRIAR OAKES BLVD TIMOTHY V & ELIZABETH Y KONZ 2512 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097002110 2513 BRIAR OAKES BLVD JOSHUA & KATHRYN ENKE 2513 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097001200 2514 BRIAR OAKES BLVD JASON THOMAS CASPILLO & JENA M KETCHUM 2514 BRIAR OAKES BLVD $1,907.16 $1,590.28 155097002120 2515 BRIAR OAKES BLVD THOMAS G & RUTH M ALLEN 2515 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070002010 2517 BRIAR OAKES BLVD ROBERT A & KIMBERLY A CRANE 2517 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070001010 2518 BRIAR OAKES BLVD JAMIE LEE DRISCOLL & JAMES ELIOTT LONG 2518 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070001020 2522 BRIAR OAKES BLVD BELLE ELIZABETH ZAISER 2522 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070002080 2523 BRIAR OAKES BLVD CRAIG & SANDRA RYMER 2523 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070001030 2524 BRIAR OAKES BLVD JUSTIN & AMANDA SANGRENE 2524 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070002090 2525 BRIAR OAKES BLVD MARSHALL & D JACOBSON FAM RLT 2525 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070001040 2526 BRIAR OAKES BLVD BRETT S RUFFENACH & STACY J SCHREIBER 2526 BRIAR OAKES BLVD $1,907.16 $1,590.28 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy ofSIV012,Qfel9aent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT BRIAR OAKES BLVD (CONTINUED) 155070002100 2527 BRIAR OAKES BLVD RYAN & HAILEY PRIOLA 2527 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070001110 2530 BRIAR OAKES BLVD WAYNE V & PATRICIA MAYER 2530 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070002170 2531 BRIAR OAKES BLVD JASON A ZILKA & HAYLEY A W ENDA-ZILKA 2531 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070001100 2532 BRIAR OAKES BLVD JOSHUA RANDALL DISCHINGER 2532 BRIAR OAKES BLVD $1,907.16 $1,590.28 155070002160 2533 BRIAR OAKES BLVD JARED PENDERGAST 2533 BRIAR OAKES BLVD $1,907.16 $1,590.28 SHADY OAK CIR 155097001110 960 SHADY OAK CIR LAWRENCE E & RENEE M LEE 960 SHADY OAK CIR $1,907.16 $1,590.28 155097001080 965 SHADY OAK CIR STANIKKA ALCANTARA 965 SHADY OAK CIR $1,907.16 $1,590.28 155097001090 985 SHADY OAK CIR BRADLEY G & LEISA K SOHLER 985 SHADY OAK CIR $1,907.16 $1,590.28 155097001100 990 SHADY OAK CIR MATTHEW J & VIVAKA M EMMERICH 990 SHADY OAK CIR $1,907.16 $1,590.28 155097001120 930 SHADY OAK CIR SAM MURDOFF 9368 GOLDEN POND LN N MONTICELLO, MN 55362 $1,907.16 $1,590.28 BRIAR CT 155097002060 885 BRIAR CT ERIK P GOHL 885 BRIAR CT $1,907.16 $1,590.28 155097002070 890 BRIAR CT TIMOTHY D & SANDRA M SUCHY 890 BRIAR CT $1,907.16 $1,590.28 155097002050 895 BRIAR CT ROBERT J & PAULA DOCKENDORF 895 BRIAR CT $1,907.16 $1,590.28 155097002080 910 BRIAR CT KEVIN C & ANNE L HARRISON 910 BRIAR CT $1,907.16 $1,590.28 ENDICOTT TRL 155070002020 1050 ENDICOTT TRL RICHARD E HANSEN & JENNIFER L NEBBEN 1050 ENDICOTT TRL $1,907.16 $1,590.28 155070002030 1070 ENDICOTT TRL JACOB CHARLES RAHE 1070 ENDICOTT TRL $1,907.16 $1,590.28 155070002070 1075 ENDICOTT TRL BRETT FISCHER & ALYSSA STANGLER 1075 ENDICOTT TRL $1,907.16 $1,590.28 155070002040 1110 ENDICOTT TRL ROBERT A & KRISTE J MAUS 1110 ENDICOTT TRL $1,907.16 $1,590.28 155070002060 1115 ENDICOTT TRL SCOTT A & PENNY L SONNTAG 1115 ENDICOTT TRL $1,907.16 $1,590.28 155070002050 1120 ENDICOTT TRL GREGORY A CURRIE 1120 ENDICOTT TRL $1,907.16 $1,590.28 HAWTHORNE PL N 155070001070 1020 HAWTHORNE PL N BRIAN D & ELIZABETH J LAMBERT 1020 HAWTHORNE PL N $1,907.16 $1,590.28 155070001060 1030 HAWTHORNE PL N JERRY G WEIN 1030 HAWTHORNE PL N $1,907.16 $1,590.28 155070001080 1035 HAWTHORNE PL N JOHN V SEEFELDT REV TRUST 1035 HAWTHORNE PL N $1,907.16 $1,590.28 155070001090 1045 HAWTHORNE PL N ERIC J & BROOKE N DERNER 1045 HAWTHORNE PL N $1,907.16 $1,590.28 155070001050 1050 HAWTHORNE PL N STEPHEN L & KRISTAN L ENGEL 1050 HAWTHORNE PL N $1,907.16 $1,590.28 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy o1S.IV013,Qfel9nent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT HAWTHORNE PLS 155070002150 1125 HAWTHORNE PL S JESSICA L STRONG 1125 HAWTHORNE PL S $1,907.16 $1,590.28 155070002110 1130 HAWTHORNE PL S BRUCE R & ANN L RINGGENBERG 1130 HAWTHORNE PL S $1,907.16 $1,590.28 155070002120 1150 HAWTHORNE PL S RON & MELISSA NIELSEN 1150 HAWTHORNE PL S $1,907.16 $1,590.28 155070002140 1155 HAWTHORNE PL S STEVEN A & ELIZABETH A MCCOLL 1155 HAWTHORNE PL S $1,907.16 $1,590.28 155070002130 1170 HAWTHORNE PL S MICHAEL & JENNIFER BLACKSTONE 1170 HAWTHORNE PL S $1,907.16 $1,590.28 UNASSIGNED 155089000010 UNASSIGNED CITY OF MONTICELLO 505 WALNUT ST STE 1 MONTICELLO, MN 55362 $1,907.16 $1,590.28 155089000020 UNASSIGNED CITY OF MONTICELLO 505 WALNUT ST STE 1 MONTICELLO, MN 55362 $1,907.16 $1,590.28 SOUTH AREA WILDWOOD CT 155122001030 6138 WILDWOOD CT JORDAN JOHNSON 6138 WILDWOOD CT $1,907.16 $1,590.28 155122002010 6155 WILDWOOD CT JUSTIN & HEIDI DAVIS 11270 HOLLISTER AVE NW MAPLE LAKE, MN 55358 $1,907.16 $1,590.28 155122001020 6162 WILDWOOD CT JORDAN SCHNEIDER 6162 WILDWOOD CT $1,907.16 $1,590.28 155122001010 6192 WILDWOOD CT ERLING J TEIGEN & MICHELLE J TEIGEN TRUST 6192 WILDWOOD CT $1,907.16 $1,590.28 155122002020 6195 WILDWOOD CT MARK J & SHANNON M ODEGAARD 6195 WILDWOOD CT $1,907.16 $1,590.28 TROY MARQUETTE DR 155123001060 8414 TROY MARQUETTE DR DEBORAH J & ROY L GOODIN 8414 TROY MARQUETTE DR $1,907.16 $1,590.28 155123002160 8421 TROY MARQUETTE DR JERAMEY M NAGY 8421 TROY MARQUETTE DR $1,907.16 $1,590.28 155123001050 8430 TROY MARQUETTE DR KARI SPANGLER-WISE & ROSE SPANGLER 8430 TROY MARQUETTE DR $1,907.16 $1,590.28 155123002170 8437 TROY MARQUETTE DR RODNEY T & KIMBERLY J ANDERSON 8437 TROY MARQUETTE DR $1,907.16 $1,590.28 155123001040 8446 TROY MARQUETTE DR HOLLY L SWEARINGEN 8446 TROY MARQUETTE DR $1,907.16 $1,590.28 155123002180 8455 TROY MARQUETTE DR SCOTT R WEBER 8455 TROY MARQUETTE DR $1,907.16 $1,590.28 155123001030 8462 TROY MARQUETTE DR TROY B & MILAURA L ROBINS 8462 TROY MARQUETTE DR $1,907.16 $1,590.28 155123002190 8473 TROY MARQUETTE DR PATRICK J BRENNAN 8473 TROY MARQUETTE DR $1,907.16 $1,590.28 155123001020 8476 TROY MARQUETTE DR KEVIN M & HEATHER KASTER 8476 TROY MARQUETTE DR $1,907.16 $1,590.28 155123002200 8491 TROY MARQUETTE DR HEIDI K RANCOUR 8491 TROY MARQUETTE DR $1,907.16 $1,590.28 155123001010 8494 TROY MARQUETTE DR DAVID & JUANA MENDEZ 8494 TROY MARQUETTE DR $1,907.16 $1,590.28 155116001010 8520 TROY MARQUETTE DR SARAH STOCK & NIRAJ GURUNG 8520 TROY MARQUETTE DR $1,907.16 $1,590.28 155116001020 8548 TROY MARQUETTE DR EMILY E HOUT 8548 TROY MARQUETTE DR $1,907.16 $1,590.28 155116001030 8580 TROY MARQUETTE DR MALENY & JESUS PEREZ VALENCIA 8580 TROY MARQUETTE DR $1,907.16 $1,590.28 155116001040 8608 TROY MARQUETTE DR GREGORY & REBECCA LAMORGESE 8608 TROY MARQUETTE DR $1,907.16 $1,590.28 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy ofSIV014,Qfel9aent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT TROY MARQUETTE DR (CONTINUED) 155116001050 8644 TROY MARQUETTE DR JULIE MURRAY 8644 TROY MARQUETTE DR $1,907.16 $1,590.28 155116007010 8659 TROY MARQUETTE DR THOMAS H & SADIE WELLS 8659 TROY MARQUETTE DR $1,907.16 $1,590.28 155122004010 8683 TROY MARQUETTE DR HEIDI KEMPIN 8683 TROY MARQUETTE DR $1,907.16 $1,590.28 155116008010 8690 TROY MARQUETTE DR CHAD A MARQUETTE 8690 TROY MARQUETTE DR $1,907.16 $1,590.28 155122004020 8707 TROY MARQUETTE DR THOMAS & MARGARET WHINNERY 8707 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003090 8708 TROY MARQUETTE DR ANTHONY J & SARA C JARDINE 13935 47TH PL NE ST. MICHAEL, MN 55376 $1,907.16 $1,590.28 155122003080 8732 TROY MARQUETTE DR MICHAEL & KATLYN LAMPMAN 8732 TROY MARQUETTE DR $1,907.16 $1,590.28 155122004030 8733 TROY MARQUETTE DR ALEXX T HANSEN & JACQUELINE G LARSON-HANSEN 8733 TROY MARQUETTE DR $1,907.16 $1,590.28 155122004040 8757 TROY MARQUETTE DR MATTHEW S TARAY 8757 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003070 8758 TROY MARQUETTE DR STEPHEN J & RUTH A MALEZ 8758 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003060 8784 TROY MARQUETTE DR JON WALTER RINGQUIST 8784 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003050 8810 TROY MARQUETTE DR EMILY J CASTRO & BERNARDO CASTRO SANTOS 8810 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003040 8838 TROY MARQUETTE DR MICHAEL L SANOSKI 8838 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003030 8866 TROY MARQUETTE DR PEDRO VALLES MORALES 8866 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003020 8910 TROY MARQUETTE DR ANNA M BRAUN 8910 TROY MARQUETTE DR $1,907.16 $1,590.28 155122003010 8954 TROY MARQUETTE DR JUSTIN R OSTERBAUER & CATHY DONGOSKI 8954 TROY MARQUETTE DR $1,907.16 $1,590.28 TROY MARQUETTE LN 155122004110 8586 TROY MARQUETTE LN JONATHAN JONES & CHELSIE BOREL 8586 TROY MARQUETTE LN $1,907.16 $1,590.28 155122004100 8618 TROY MARQUETTE LN BO R & JODI NELSON 8618 TROY MARQUETTE LN $1,907.16 $1,590.28 155122004090 8650 TROY MARQUETTE LN AMY JO B VAN CULIN 8650 TROY MARQUETTE LN $1,907.16 $1,590.28 155122004080 8682 TROY MARQUETTE LN ERIC & BECKY MELHOUSE 8682 TROY MARQUETTE LN $1,907.16 $1,590.28 155122004070 8734 TROY MARQUETTE LN MICHAEL R & NICOLE V SOUCY 8734 TROY MARQUETTE LN $1,907.16 $1,590.28 155122002030 8737 TROY MARQUETTE LN BRANDON L LOBERG 8737 TROY MARQUETTE LN $1,907.16 $1,590.28 155122002040 8765 TROY MARQUETTE LN SARA & TOM SCHOENBORN 8765 TROY MARQUETTE LN $1,907.16 $1,590.28 155122004060 8766 TROY MARQUETTE LN ANDREW GOULET 8766 TROY MARQUETTE LN $1,907.16 $1,590.28 155122002050 8789 TROY MARQUETTE LN GARRETT VEAL 8789 TROY MARQUETTE LN $1,907.16 $1,590.28 155122004050 8804 TROY MARQUETTE LN JESUS C & CHRISTINE E CASTILLO 8804 TROY MARQUETTE LN $1,907.16 $1,590.28 155122002060 8811 TROY MARQUETTE LN GARY R & SABRINA L GOLDEN 8811 TROY MARQUETTE LN $1,907.16 $1,590.28 155122002070 8829 TROY MARQUETTE LN DANIEL & EVANGELINE FROELICH 8829 TROY MARQUETTE LN $1,907.16 $1,590.28 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy ofSIV015,Qfel9nent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT WILDWOOD WAY 155116005030 6088 WILDWOOD WAY ERIC & ANN M TWIDT 6088 WILDWOOD WAY $1,907.16 $1,590.28 155116005020 6089 WILDWOOD WAY ROBERT T & STACY A FISHER 6089 WILDWOOD WAY $1,907.16 $1,590.28 155116005040 6090 WILDWOOD WAY BRIAN & MONICA CARSON ETAL 6090 WILDWOOD WAY $1,907.16 $1,590.28 155116005010 6091 WILDWOOD WAY DAHIRJIBREEL 6091 WILDWOOD WAY $1,907.16 $1,590.28 155116005050 6092 WILDWOOD WAY RORY P & ERIN E NEBBEN 6092 WILDWOOD WAY $1,907.16 $1,590.28 155116005060 6094 WILDWOOD WAY JOSHUA M & KRISTI J METCALF 6094 WILDWOOD WAY $1,907.16 $1,590.28 155116005070 6096 WILDWOOD WAY MICHAEL & BRENDA DOMINGO GROSE 6096 WILDWOOD WAY $1,907.16 $1,590.28 155116005080 6098 WILDWOOD WAY RONALD A & STACIE A MARTIN 6098 WILDWOOD WAY $1,907.16 $1,590.28 155116005090 6100 WILDWOOD WAY NICHOLAS VOLLHABER 6100 WILDWOOD WAY $1,907.16 $1,590.28 155116004010 6101 WILDWOOD WAY JEFFERYA MASON REVOCABLE TR 7945 RANCHVIEW LN N MAPLE GROVE, MN 55311 $1,907.16 $1,590.28 155116005100 6102 WILDWOOD WAY DEAN M & MICHELLE W PARKER 6102 WILDWOOD WAY $1,907.16 $1,590.28 155116003010 6103 WILDWOOD WAY IVAN J & EMILY A KETOLA 6103 WILDWOOD WAY $1,907.16 $1,590.28 155116005110 6104 WILDWOOD WAY DAREK J VETSCH 6104 WILDWOOD WAY $1,907.16 $1,590.28 155116003020 6105 WILDWOOD WAY RANDALL D SCHULTZ 6105 WILDWOOD WAY $1,907.16 $1,590.28 155116003030 6107 WILDWOOD WAY DALE A BREIWICK 6107 WILDWOOD WAY $1,907.16 $1,590.28 155116006010 6108 WILDWOOD WAY WILLIAM A & KRISTINA M MALONE 6108 WILDWOOD WAY $1,907.16 $1,590.28 155116002010 6109 WILDWOOD WAY ALAN S & KRISTIN M WARMKA 6109 WILDWOOD WAY $1,907.16 $1,590.28 155116006020 6110 WILDWOOD WAY OPENDOOR PROPERTY TRUST I 1600 $1,907.16 $1,590.28 155116002020 6111 WILDWOOD WAY CRAIG A & SHERREE A MATSON 6111 WILDWOOD WAY $1,907.16 $1,590.28 155116006030 6112 WILDWOOD WAY MENDY NYEMA & GODSON AKPEDE 6112 WILDWOOD WAY $1,907.16 $1,590.28 155116002030 6113 WILDWOOD WAY PAUL A & ELISA K KUNDE 6113 WILDWOOD WAY $1,907.16 $1,590.28 155116002040 6115 WILDWOOD WAY JASON & ANGIE HABIGER 6115 WILDWOOD WAY $1,907.16 $1,590.28 155116002050 6117 WILDWOOD WAY WILLIAM J & REBECCA S SPEAR 6117 WILDWOOD WAY $1,907.16 $1,590.28 155116006040 6122 WILDWOOD WAY NICHOLAS T & JENNIFER SMOLEN 6122 WILDWOOD WAY $1,907.16 $1,590.28 155116002060 6147 WILDWOOD WAY DERRICK & JAMIE LOISELLE 6147 WILDWOOD WAY $1,907.16 $1,590.28 155116006050 6158 WILDWOOD WAY NAOMI & JEREMY HURAY 6158 WILDWOOD WAY $1,907.16 $1,590.28 155116002070 6175 WILDWOOD WAY THOMAS K & KATHERINE L HANSON 6175 WILDWOOD WAY $1,907.16 $1,590.28 155116006060 6190 WILDWOOD WAY MOR LEE & KOU VANG 6190 WILDWOOD WAY $1,907.16 $1,590.28 155116002080 6207 WILDWOOD WAY DANIEL JENSEN 6207 WILDWOOD WAY $1,907.16 $1,590.28 155116002090 6237 WILDWOOD WAY ANDREW & LISA SAWATZKE 6237 WILDWOOD WAY $1,907.16 $1,590.28 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy o1S.IV016,Qfel9nent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT WILDWOOD WAY (CONTINUED) 155116002100 6267 WILDWOOD WAY CORY L MAHN 6267 WILDWOOD WAY $1,907.16 $1,590.28 155116007050 6296 WILDWOOD WAY NOLA L & WILLIAM L PUCKETT 6296 WILDWOOD WAY $1,907.16 $1,590.28 155116002110 6301 WILDWOOD WAY COREY J LENNEMAN 6301 WILDWOOD WAY $1,907.16 $1,590.28 155116007040 6326 WILDWOOD WAY DOYLE E & JODI B TOLLEFSON 6326 WILDWOOD WAY $1,907.16 $1,590.28 155116002120 6329 WILDWOOD WAY BRADY J KARN 6329 WILDWOOD WAY $1,907.16 $1,590.28 155116007030 6358 WILDWOOD WAY STEVEN B & JENNIFER L SMITH 6358 WILDWOOD WAY $1,907.16 $1,590.28 155116002130 6359 WILDWOOD WAY MEGHANN RONE & RODRICK RONE ETAL 6359 WILDWOOD WAY $1,907.16 $1,590.28 155116007020 6390 WILDWOOD WAY MODERN & NEIGHBORLY PROP LLC 4390 NASON PKWY NE ST. MICHAEL, MN 55376 $1,907.16 $1,590.28 155116002140 6393 WILDWOOD WAY SFR ACQUISITIONS 2 LLC 120 S RIVERSIDE PLZ STE 2000 CHICAGO, IL 60606 $1,907.16 $1,590.28 BAKKEN ST 155134002040 6032 BAKKEN ST LOREN W & JOYCE C PETERSON 6032 BAKKEN ST $1,907.16 $1,590.28 155134003040 6033 BAKKEN ST ROBERT J ROUSSELOW & KANDIS R BERGEN 6033 BAKKEN ST $1,907.16 $1,590.28 155134002030 6034 BAKKEN ST COREY D COLLINS & ANNA C GAGNER 6034 BAKKEN ST $1,907.16 $1,590.28 155134003030 6035 BAKKEN ST JOSHUA J & AMANDA L TREMBLEY 6035 BAKKEN ST $1,907.16 $1,590.28 155134002020 6036 BAKKEN ST REBECCA JOHNSON 6036 BAKKEN ST $1,907.16 $1,590.28 155134003020 6037 BAKKEN ST DEVIN & MIABEE JACOB 6037 BAKKEN ST $1,907.16 $1,590.28 155134002010 6040 BAKKEN ST ROSEANNE M DURAN 6040 BAKKEN ST $1,907.16 $1,590.28 155134003010 6043 BAKKEN ST KEITH R BAILEY 6043 BAKKEN ST $1,907.16 $1,590.28 155123005010 6054 BAKKEN ST PATRICIA D NEUMANN 6054 BAKKEN ST $1,907.16 $1,590.28 155123005020 6068 BAKKEN ST MICHAEL MURPHY & JENNIFER KOREN 6068 BAKKEN ST $1,907.16 $1,590.28 155123003100 6081 BAKKEN ST MATTHEW J HUIKKO 6812 MASON CT NE OTSEGO, MN 55330 $1,907.16 $1,590.28 155123003090 6095 BAKKEN ST MELISSA DECHENE 6095 BAKKEN ST $1,907.16 $1,590.28 155123006010 6102 BAKKEN ST MARCUS ANDERSON 6102 BAKKEN ST $1,907.16 $1,590.28 155123003080 6113 BAKKEN ST PAUL J YAZVEC 6113 BAKKEN ST $1,907.16 $1,590.28 155123006020 6122 BAKKEN ST ADAM & BETHANY SHOWN 6122 BAKKEN ST $1,907.16 $1,590.28 155123002140 6161 BAKKEN ST HPA II BORROWER 2019-1 LLC 120 S RIVERSIDE PLZ STE 2000 CHICAGO, IL 60606 $1,907.16 $1,590.28 155123002150 6185 BAKKEN ST RAYMOND R EVANS 6185 BAKKEN ST $1,907.16 $1,590.28 155123001080 6217 BAKKEN ST SCOTT MINTLE & SUSAN ZAHLER 6217 BAKKEN ST $1,907.16 $1,590.28 155123001070 6239 BAKKEN ST SCOTT & NAKOMI RUDLONG 6239 BAKKEN ST $1,907.16 $1,590.28 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy ofSW!317,Qfel9nent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project PD) PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS TOTAL PRELIMINARYTOTAL OWNER ASSESSMENTTOWNER FINAL ASSESSMENT FOX ST 155134002050 8293 FOX ST ANTHONY R & KIMBERLY K BARTZ 8293 FOX ST $1,907.16 $1,590.28 155134001040 8308 FOX ST CORY & SAMANTHA CASEY 8308 FOX ST $1,907.16 $1,590.28 155134002060 8309 FOX ST JOSEPH FOSS 8309 FOX ST $1,907.16 $1,590.28 155134001030 8324 FOX ST SHELAGH M SNARE 8324 FOX ST $1,907.16 $1,590.28 155134002070 8325 FOX ST DUSTIN B WATERHOUSE & JENNIFER JACOBS 8325 FOX ST $1,907.16 $1,590.28 155134001020 8338 FOX ST MICHAEL FONDAKOWSKI 8338 FOX ST $1,907.16 $1,590.28 155134002080 8341 FOX ST PAMELA R STEFFES 8341 FOX ST $1,907.16 $1,590.28 155134001010 8354 FOX ST THOMASJON HERBERT 8354 FOX ST $1,907.16 $1,590.28 BADGER ST 155134004020 6024 BADGER ST THOMAS R & ILLEANA C TURNER 9180 ORCHARD CIR MONTICELLO, MN 55362 $1,907.16 $1,590.28 155134004030 6038 BADGER ST MAY C UNTO 6038 BADGER ST $1,907.16 $1,590.28 155134004040 6054 BADGER ST JUSTIN R ROSKOWIAK 6054 BADGER ST $1,907.16 $1,590.28 155134004050 6070 BADGER ST MARY LIBBESMEIER 6070 BADGER ST $1,907.16 $1,590.28 155134004060 6084 BADGER ST HUGO SANDOVAL 6084 BADGER ST $1,907.16 $1,590.28 BADGER CIR 155134001110 6112 BADGER CIR BRIAN & ANGELA STERRIKER 6112 BADGER CIR $1,907.16 $1,590.28 155134001050 6118 BADGER CIR MICHAEL CONFAIR & TINA WACKER 6118 BADGER CIR $1,907.16 $1,590.28 155134001100 6128 BADGER CIR MARLYS A ELIASON 6128 BADGER CIR $1,907.16 $1,590.28 155134001060 6141 BADGER CIR DR BENNETT M & AMANDA J BARKER 6141 BADGER CIR $1,907.16 $1,590.28 155134001090 6142 BADGER CIR PFEIFER PROPERTIES NW LLC %EDWARD CARL PFEIFER 10600 PINNACLE WAY WOODBURY, MN 55129 $1,907.16 $1,590.28 155134001070 6153 BADGER CIR JARED A & ANGELA M HARTFIEL 6153 BADGER CIR $1,907.16 $1,590.28 155134001080 6154 BADGER CIR CODY & DANA BULLOCK 6154 BADGER CIR $1,907.16 $1,590.28 BEAR AVE 155123004060 8375 BEAR AVE VICTORIA S POTTHOFF 8375 BEAR AVE $1,907.16 $1,590.28 155123003130 8388 BEAR AVE ANGELA L & JOSH BRANDT 8388 BEAR AVE $1,907.16 $1,590.28 155123004050 8389 BEAR AVE TODD A ELFSTROM & MELISSA J VETSCH 8389 BEAR AVE $1,907.16 $1,590.28 155123004040 8405 BEAR AVE GREGORY J & JULIE A THOMPSON 8405 BEAR AVE $1,907.16 $1,590.28 155123003120 8406 BEAR AVE STEVEN M & SARA K MARAVELAS 8406 BEAR AVE $1,907.16 $1,590.28 155123004030 8421 BEAR AVE JESSE J DEMARS & BECKY L WEBER 8421 BEAR AVE $1,907.16 $1,590.28 155123003110 8424 BEAR AVE BONNIE FAY BROWN & CLINTON ROBERT JORDAN 8424 BEAR AVE $1,907.16 $1,590.28 155123004020 8437 BEAR AVE SCOTT A & CARRIE J SMIEJA 17384 RIVER VIEW LN SE BIG LAKE, MN 55309 $1,907.16 $1,590.28 155123004010 8453 BEAR AVE SHARON M SOPER 8453 BEAR AVE $1,907.16 $1,590.28 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy ofSW!318,Qfel9oent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy ofSIV019,Qfel9aent Roll TOTAL PRELIMINARYTOTAL FINAL PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS OWNER ASSESSMENTTOWNER ASSESSMENT DEER ST 155123002010 6011 DEER ST DAVID L & MARY E FIELD 6011 DEER ST $1,907.16 $1,590.28 155123002020 6025 DEER ST ANGELA K STILLWELL 6025 DEER ST $1,907.16 $1,590.28 155123002030 6041 DEER ST THOMAS D WHELAN 6041 DEER ST $1,907.16 $1,590.28 155123003010 6048 DEER ST MICHAEL D & MELANIE M KENYON 6048 DEER ST $1,907.16 $1,590.28 155123002040 6057 DEER ST JOHN & CONNIE POPEHN 6057 DEER ST $1,907.16 $1,590.28 155123003020 6064 DEER ST LUKE & NICOLE HANSEN 6064 DEER ST $1,907.16 $1,590.28 155123002050 6073 DEER ST BRIAN M & KARA M THORNTON 6073 DEER ST $1,907.16 $1,590.28 155123003030 6078 DEER ST JASON D GILBERTSON & 6078 DEER ST $1,907.16 $1,590.28 LISA A TORBORG 155123002060 6087 DEER ST GARY L & CAROL G TIFFANY 6087 DEER ST $1,907.16 $1,590.28 155123003040 6094 DEER ST SHARON J SKARDA REV TRUST 311 N SPRUCE ST $1,907.16 $1,590.28 CRESTON, IA 50801 155123002070 6103 DEER ST LAUREN BIES & CODY W MORAN 6103 DEER ST $1,907.16 $1,590.28 155123003050 6110 DEER ST RYAN D VOJTECH 6110 DEER ST $1,907.16 $1,590.28 155123002080 6119 DEER ST JEREMY M & KRISTEN M MORIS 6119 DEER ST $1,907.16 $1,590.28 155123003060 6128 DEER ST LAMOND LEROY MCCABE SR ETAL 6128 DEER ST $1,907.16 $1,590.28 155123002090 6133 DEER ST GARY A & TAMARA L HAMM 6133 DEER ST $1,907.16 $1,590.28 155123002100 6137 DEER ST SCOTT A & STACEY L HULTBERG 6137 DEER ST $1,907.16 $1,590.28 155123002110 6141 DEER ST MATTHEW R HILJUS 6141 DEER ST $1,907.16 $1,590.28 155123002120 6143 DEER ST KYLE S & SUZANNE M HEMPING 6143 DEER ST $1,907.16 $1,590.28 155123002130 6145 DEER ST ANDREW J MULLIN & 6145 DEER ST $1,907.16 $1,590.28 DANIELLE J GELLERMAN 155123003070 6146 DEER ST DANIEL D HILLMAN & 6146 DEER ST $1,907.16 $1,590.28 BREANNA L HOFFMAN UNASSIGNED 155123000020 UNASSIGNED PAUL A & ELISA K KUNDE 6113 WILDWOOD WAY $1,907.16 $1,590.28 MONTICELLO, MN 55362 155123000030 UNASSIGNED CITY OF MONTICELLO 505 WALNUT ST STE 1 $1,907.16 $1,590.28 MONTICELLO, MN 55362 155116000020 UNASSIGNED CITY OF MONTICELLO 505 WALNUT ST STE 1 $1,907.16 $1,590.28 MONTICELLO, MN 55362 155116000030 UNASSIGNED CITY OF MONTICELLO 505 WALNUT ST STE 1 $1,907.16 $1,590.28 MONTICELLO, MN 55362 155116000040 UNASSIGNED CITY OF MONTICELLO 505 WALNUT ST STE 1 $1,907.16 $1,590.28 MONTICELLO, MN 55362 155123000010 UNASSIGNED CITY OF MONTICELLO 505 WALNUT ST STE 1 $1,907.16 $1,590.28 MONTICELLO, MN 55362 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy ofSIV019,Qfel9aent Roll Property List and Assessment Summary Monticello 2022 Street Improvement Project F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy £1c*1 WQkAIAent Roll TOTAL PRELIMINARYTOTAL FINAL PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS OWNER ASSESSMENTTOWNER ASSESSMENT HART BOULEVARD AREA HART BOULEVARD 155500182301 9697 HART BLVD HAWK'S SPORTS BAR & GRILL, INC 9697 HART BLVD $0.00 $0.00 155086006010 9749 HART BLVD GERALD S & JAMIE A PAULSON 20201 215TH AVE NW $13,092.02 $9,349.20 BLAINE, MN 55309 155119001100 9790 HART BLVD OLSON-FOSSLAND PROPERTIES LLC 1029 MARSHALL ST NE $1,041.30 $580.97 MINNEAPOLIS, MN 55413 155119001090 9792 HART BLVD MITCHELL RYAN 9792 HART BLVD $1,041.30 $580.97 155119001080 9794 HART BLVD KAREN A STUPAR REVOCABLE TRUST 10068 HARRINGTON AVE NE $1,041.30 $580.97 MONTICELLO, MN 55362 155119001070 9796 HART BLVD RICHARD K BERGQUIST 9796 HART BLVD $1,041.30 $580.97 155119001060 9798 HART BLVD KEVIN & TERRY BARKE 9798 HART BLVD $1,041.30 $580.97 155119001050 9800 HART BLVD KEITH HUKKA 9800 HART BLVD $1,041.30 $580.97 155119001040 9802 HART BLVD VIDAL NOVELA AVALOS 9802 HART BLVD $1,041.30 $580.97 155119001030 9804 HART BLVD DALLAS H SR & SUSAN M O'DELL 9804 HART BLVD $1,041.30 $580.97 155119001020 9806 HART BLVD JAMES E BUNCH JR 9806 HART BLVD $1,041.30 $580.97 155119001010 9808 HART BLVD JOSHUA & ARIEL HAGE 9808 HART BLVD $1,041.30 $580.97 155117001020 9855 HART BLVD KW IK TRIP INC PO BOX C2107 $20,075.22 $14,336.00 LACROSSE, WI 54602 155117002010 9872 HART BLVD MONTICELLO SR HOUSING OWN LLC 7730 LAREDO DR UNIT 446 $38,466.12 $27,469.21 HEADWATERS DEVELOPMENT CHANHASSEN, MN 55317 UNASSIGNED 155500182305 UNASSIGNED HAWK'S SPORTS BAR & GRILL, INC 9697 HART BLVD $0.00 $0.00 213111000162 UNASSIGNED HAWK'S SPORTS BAR & GRILL, INC 9697 HART BLVD $0.00 $0.00 155214001020 UNASSIGNED PRC ACQUISITIONS VI LLC 12911A COUNTY ROAD 5 $6,828.30 $4,876.19 BURNSVILLE, MN 55337 155214001010 UNASSIGNED PRC ACQUISITIONS VI LLC 12911A COUNTY ROAD 5 $7,055.92 $5,038.73 BURNSVILLE, MN 55337 155117001030 UNASSIGNED KWIK TRIP INC PO BOX C2107 $14,610.08 $10,433.26 LACROSSE, WI 54602 155257001010 UNASSIGNED MIWA LLC 12420 ARMITAGE AVE NW $9,332.02 $6,664.13 MONTICELLO, MN 55362 F:\ADMWCity Couacil\Agenda Stall Repons\2022\10-24-22 Public Hearing 2022 Street and Sidewalk Assesments\Copy £1c*1 WQkAIAent Roll Property List and Assessment Summary Monticello 2022 Sidewalk Improvement Project ASSESSMENT FOOTAGE TOTAL PRELIMINARY TOTAL FINAL PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS ZONING CONSTRUCTION TYPE PERCENTAGE FEET FRONTAGE (%) OWNER ASSESSMENT OWNER ASSESSMENT AREA 1 - 4TH STREET SIDEWALK CONSTRUCTION PO BOX 5626 155010019080 318 4TH ST W SUNNY FRESH FOODS INC CENTRAL COMMUNITY DISTRICT NEW CONSTRUCTION 50% 140 100.00% $11,207 $8,595 MINNEAPOLIS, MN 55440 AREA 2 - WALNUT STREET AND 4TH STREET SIDEWALK REPLACEMENT SUNNY FRESH FOODS INC PO BOX 5626 155010018010 UNASSIGNED CENTRAL COMMUNITY DISTRICT REPAIR 25% 44 6.65% $463 $573 %CARGILL INC MINNEAPOLIS, MN 55440 WRIGHT CO PRODUCTS INC PO BOX 5626 155010018060 200 4TH ST W CENTRAL COMMUNITY DISTRICT REPAIR 25% 398 60.12% $4,190 $5,178 %CARGILL INC MINNEAPOLIS, MN 55440 WRIGHT CO PRODUCTS INC PO BOX 5626 155010018080 206 4TH ST W CENTRAL COMMUNITY DISTRICT REPAIR 25% 220 33.23% $2,316 $2,862 %CARGILL INC MINNEAPOLIS, MN 55440 AREA 3 - WASHINGTON STREET SIDEWALK CONSTRUCTION 155015039010 407 WASHINGTON ST CENTRAL MN MENTAL HEALTH CTR 1321 13TH ST N NEIGHBORHOOD BUSINESS NEW CONSTRUCTION ASSESSED IN 2016 ST. CLOUD, MN 56303 AREA 4 - CHELSEA ROAD SIDEWALK CONSTRUCTION 1070 33RD AVE SE INDUSTRIAL & BUSINESS 155120001010 520 CHELSEA RD TWIN CITY DIE CASTINGS COMPANY NEW CONSTRUCTION 25% 358 100.00% $11,071 $7,854 MINNEAPOLIS, MN 55414 CAMPUS DISTRICT City Council Agenda: 10/24/2022 4A. Consideration of approving the annual Snowplowing and Ice Removal Policy for the 2022-2023 snow season Prepared by: Meeting Date: ❑ Consent Agenda Item Public Works Director/City Engineer 10/24/2022 ® Regular Agenda Item Reviewed by: Approved by: Street Superintendent City Administrator ACTION REQUESTED Motion to approve the Snow and Ice Removal Policy for the 2022-2023 snow season. REFERENCE AND BACKGROUND The Snowplowing and Ice Removal Policy outlines the minimum levels of service that become the framework for snowplowing and removal operations. Staff revise the policy annually to incorporate new construction and other changes impacting routes as well as to incorporate recommendations for service or operations improvements. Once updated, City Council is asked to review and approve the policy for the year. Initially, this year staff propose to alter winter parking restrictions. Historically, on -street parking has been restricted from November to April to maximize snowplowing efficiencies and not leave snow berms in the roadways after plowing operations. However, due to demand for on -street parking in the winter, staff proposes to change from a complete 'no overnight parking' policy to declaring a snow event when accumulative snow or ice is predicted. This change would allow overnight parking between weather events and prohibit parking between 2 a.m. and 6 a.m. when a snow event is declared. As with the previous parking restrictions, Wright County Sheriff's Office will be responsible for enforcement. If approved, the Street Superintendent will declare a snow event by 4:30 p.m. the day before an anticipated accumulative snowfall event. The snow event will be communicated in a variety of ways, including the City website, opt -in text or email alerts, and news outlets like WCCO. A communication campaign to educate the public would also be used to help people understand when overnight parking would be restricted. Additional proposed changes to the snowplow policy include: • Addition of a pathway on Fenning Avenue from School Boulevard to 86th Street NE. Pathway listed as a secondary pathway which are cleared within 36 hours of a snowfall event. • Addition of a trail along 85th Street NE and Eben Circle. Pathway listed as a secondary City Council Agenda: 10/24/2022 pathway which are cleared within 36 hours of a snowfall event. • Minimum Levels of Service modified to better represent recent snowplowing practices. • Snowplowing priorities simplified from previous policy. • Pollution Control and Prevention practices added to the policy per the City's MS4 permit requirements. I. Budget Impact: The proposed changes will have minimal impact on the Public Works budget. II. Staff Workload Impact: The Public Works Department along with the Parks Department is adequately staffed to handle the workload for the winter season. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the 2022-2023 Snowplowing and Ice Removal Policy with proposed changes. SUPPORTING DATA A. Snowplowing and Ice Removal Policy B. Snowplow route map C. Primary and secondary plow route map D. Primary and secondary sidewalk and pathway map E. Snowmobile route map \� CITY �OF � Monticello Snowplowing Ice Removal Policy 2022-2023 Amended by City Council October, 2022 The City of Monticello will provide snow and ice control in a safe and cost-effective manner, keeping in mind safety, budget, personnel, and environmental concerns. This policy indicates the minimum levels of service that can be expected, and the City will strive to achieve better results whenever possible. 1IPage CITY OF MONTICELLO SNOWPLOWING/REMOVAL POLICY Contents 1. Introduction..................................................................................................................................................3 2. Minimum Levels of Service.............................................................................................................................3 3. Suspension of Snowplowing Operations........................................................................................................3 4. Snowplowing Procedures...............................................................................................................................3 5. Snowplowing Priorities...................................................................................................................................4 6. Salting and Sanding.........................................................................................................................................4 7. Street Plow Routes..........................................................................................................................................4 8. Sidewalks, Pathways and Parking lots............................................................................................................4 9. Winter Parking Regulations............................................................................................................................4 10. Responsibilities of Residents..........................................................................................................................5 11. Damage to Personal Property........................................................................................................................5 12. Deviation from Policy.....................................................................................................................................5 13. Pollution Control and Prevention Practices...................................................................................................5 AppendixA .................................................................................................................................................................7 AppendixB ..................................................................................................................................................................8 21 Page CITY OF MONTICELLO SNOWPLOWING/REMOVAL POLICY Amended by the City Council on October , 2022 1. Introduction The City of Monticello assumes basic responsibility for the control of snow and ice on City streets and City owned public parking lots. Certain county highways within the City are also maintained by the City per maintenance agreements approved by the City Council. Reasonable snow and ice control are necessary for routine travel and emergency services. The City will attempt to provide such control in a safe and cost-effective manner, keeping in mind safety, budget, personnel, and environmental concerns. The City will utilize City employees, City equipment and/or private contractors when necessary to provide this service. This policy does not relieve the operator of private vehicles, pedestrians, property owners, residents and all others that may be using public streets, of their responsibility to act in a reasonable, prudent, and cautious manner, given the prevailing street conditions. The City does not guarantee the streets and sidewalks to be free of snow and ice at all times. 2. Minimum Levels of Service The Street Superintendent, or designee will decide when to begin snow or ice control operations. The criteria for that decision are: • Snow accumulations of 2" or when ice or snowpack occurs on City streets. • Drifting or snow that causes problems for travel. • Icy conditions which affect travel. • Time of snowfall in relationship to heavy use of streets. 3. Suspension of Snowplowing Operations Snow and/or ice control may be terminated at any time the Street Superintendent, or his designee determine that rising or falling temperatures, visibility and/or the rate of the accumulation make the control unsafe, ineffective, or unnecessary. 4. Snowplowing Procedures Snow will be plowed in a manner to minimize any traffic obstructions. Snow will typically be plowed so the discharge is directed toward the boulevard area of the right-of-way. In the downtown area, to maximize on -street parking availability, snow is plowed towards the center median. For narrow streets or other streets when conditions require, the City may choose to plow from one side to the other. The City shall not be responsible for plowing snow from any private driveways or sidewalks. The snow plowed into the center medians will be removed the following morning after all streets have been plowed. If snow plowed into the center median doesn't cause any safety concerns the removal of snow might be delayed. Hauling shall not be conducted Friday evening or Saturday evening unless abnormal conditions warrant the removal. 31 Page Where space does not allow for snow to be pushed or piled outside the driving lanes, the City may remove the snow by hauling. Timing of such hauling shall be at the discretion of the City. 5. Snowplowing Priorities The City of Monticello's snowplowing priorities are as follows: 1. Fire Hall 2. High volume major collector roads, roads with steep hills and curves, roads serving commercial businesses. 3. City parking lots serving businesses. 4. Residential streets. 5. Remaining City parking lots and grounds. 6. Sidewalks and pathways. 6. Salting and Sanding The City will use sand, salt and other chemicals when there are hazardous ice or slippery conditions. The City is concerned about the effects of such chemicals on the environment and will limit its use for that reason. 7. Street Plow Routes The Street Superintendent and plow operators will determine plow routes and sequencing of operations. Plow routes are created for primary and secondary routes utilizing the priorities listed above. Primary and Secondary street plow route maps are included in Appendix A. 8. Sidewalks, Pathways and Parking lots The City will plow some sidewalks and pathways in the City as can be seen in the map included in Appendix B. The goal is to have the sidewalks clear of snow within 24 -hours of the end of a 2 inch or more snowfall event and 36 -hours for pathways at the end of a 2 inch or more snowfall event. The City does not provide ice control on sidewalks and pathways. The following public parking lots are maintained by the City: Fire Hall parking lot Community Center parking lot Park shop parking lot Commuter parking lot — Deegan Ave Block 34 parking lot (old DMV) Block 35 parking lot DMV parking lot Hi -Way Liquor parking lot Animal Shelter parking lot 4t" St Park parking lot 9. Winter Parking Regulations Ellison Park parking lot East Bridge and West Bridge Park parking lots Meadow Oak Park parking lot Montiview Park parking lot Bertram Park —school entrance Trailhead parking lot Public Works parking lot Fibernet head end building parking lot Riverside Cemetery internal roads No parking on any City street between 2 a.m. and 6 a.m. when winter precipitation is expected. 41 Page The City participates in an Alert Center and NO PARKING on any City street will be allowed when a snow event has been declared. Residents are encouraged to sign up to receive these important notifications. The Wright County Sheriff's office is responsible for enforcing these winter parking regulations. 10. Responsibilities of Residents This policy has identified streets, sidewalks, pathways and parking lots the City will clear. Residents will also have certain responsibilities. All sidewalks within the city limits shall be cleared of snow by the property owner as indicated by Ordinance Title 9, Chapter 92, Section 92.30 requiring snow to be removed within 48 hours following the end of a snow event. Residents will have to clear their own driveways, clear an area for trash cans, and clear around mailboxes adjacent to the property. Trash cans must not be placed on the street surface or sidewalk. 11. Damage to Personal Property Mailboxes should be constructed sturdily enough to withstand snow rolling off a plow or wing. Mailboxes that are damaged by actual contact with City equipment, will be considered for compensation at City expense. Compensation for mailboxes and posts shall be for materials only with a maximum allowable reimbursement of $150 per single family residential mailbox and a maximum allowable reimbursement of $200 per cluster mailboxes. Damage to trees, shrubbery and other landscaping will not be considered for compensation unless located beyond the boulevard or private property. The City will re -seed plow disturbed areas of the boulevard in the summer months when staffing and workload permits. 12. Deviation from Policy The Street Superintendent may deviate from this policy when in his or her judgement it is in the best interest of the City or is necessary because of budget needs or other circumstances. Any deviations will be documented and considered for policy modifications periodically. 13. Pollution Control and Prevention Practices Preparation • Store de-icing material under a covered impervious storage area indoors or in an area where water coming off the de-icing materials is collected and delivered to the sanitary sewer or reused as salt brine to implement practices to reduce exposure when transferring material from salt storage areas (e.g. sweepings, diversions, and/or containment). • Slope loading area away from storm drain outlets. • Design drainage from loading area to collect runoff before entering stormwater system. • Washout vehicles (if necessary) in approved washout area before preparing them for snow removal. • Calibrate spreaders to minimize amount of de-icing material used and still be effective. • Provide vehicles with spill cleanup kits in case of hydraulic line rupture or other spill. • Train employees in spill cleanup procedures and proper handling and storage of de-icing materials. 5 Process • Load material into trucks carefully to minimize spillage. • Periodically dry sweep loading area to reduce the amount of de-icing materials exposed to runoff. • Distribute the minimum amount of de-icing material to be effective on the roads. • Do no allow spreaders to idle while distributing de-icing materials. • Park trucks loaded with de-icing materials inside when possible. Clean Up/Follow Up • Sweep up all spilled de-icing material around loading area. • Clean out trucks after snow removal duty in approved washout area. • Provide maintenance for vehicles in covered areas. • If sand is used in de-icing operations, sweep up residual sand from streets when weather permits. 61 Page Appendix A Primary and Secondary Streets wea. .v ` ��e• ° ra 2022-2023 R nrtaN�i�ry wmxercn tpnelnY or x eeo CSAn 39F m95'^st ltlua to tpppBrapM1Y1 CITY Of sa "e SNOW PLOW Monticello SEASON a'aN.95 wo'i saldgm 6roa eV � �`\ flm Si tp TH 25 &4L19ON6i walpw st m meadow mM or fRAMlf ROAD 1+ R nrtaN�i�ry wmxercn tpnelnY or x eeo CSAn 39F m95'^st ltlua to tpppBrapM1Y1 -� �—"� HaxJ �ppi shorer[p WNrtPw BrpaawayE sh�gtpn stmcen[re rareHeaM I I wWR w] 5[E Rall meadp�. oaY mea Fennire aee lESAH tay � TH xsmpeaneaa.e ltsnN tw..Wa..ae�eeou. watNursmffT eapaf,.ry w m r^ s w FAta)NA WNDf 0R5F I Sttm 111 Clie1ma xdE S1°SIREFI CM1eYnu[5[m WesM1in81pn 51 Y"SRlFETWESI Walnut St to 6AH 39 W CEDAR R11.1 S} Rlvea St E to 7°'51 E CEDAR F9RFAFOUM oaEwapa a m rteae ena FaRaaysaxavFNUF CM1dsea Pd to 85'^SINE CHELSEA ROAD fSAH 39 W to Lennin8 Ave FAflONPY CWhel— sua Rd I. St NE R9MSSRfETNE Ealbn Awe roTH 25 OFEFANAWwl1F stood Blvd w ornmmer partln8 M Rlvms=EnJtWFsrs*wlxceieallnc+as�totHzs OPFRCRFER RDAs CSAH JS m Nver 51 W DAAWODD DR cuWpuc scaoDt 1H ]S m dead end Iberpnd city wamr towed w E I 71 Page Appendix B Primary and Secondary Sidewalks and Pathways a Sidewalk and Pathway Map Snow and Ice Maintenance 2022-2023 0 1,259 2,500 Feet Monticello LEGEND: — Primary Sidewalk Secondary Sidewalk — Primary Pathway — Secondary Pathway Plow as time permits 81 Page CITY OF RIVER ST RIVER STW 1,MonticeRo �\ ¢ O S (yqy HILLCREST qO � \ AI'VE IT PRAIRIE NIE RD w HILLTOP DR \ \ N m 3 _ 00 m `\ O y ERSiW OE �\ �\ TERRY LIEFERT DR2022 2023 O @kOgD y 8CgE \\\` \ �, \ Fffr`N o gNOPiN O4K2ry ��`\ CITY SINOW PLOW \,\\� AR4/R/FPNECi O AryERsi \\\\\ \\ SSP ely�4pH,gyww \\ C/JO �/j. ` \ – CLOBVIEW DR 31Wg GOLF COURSERD IMUTE SH W F F R/ \\ 1 7.5TI,1, VR@ srf\\ ?50 2,500 Feet RIVERVIEW DR \ � —_i'/ I CTY RD 39E 1 MIL I 5 HOMESTEAD CIR `\ ` \\ 6 STONERIDGE CIR `\ ] STONERID6E CT `\ DGE LN STONERIDGE LN J p OAKPVE ` \\��09 0 Little Monticello Eastview MFPDOW ^� Mountain High Elementary School Elemeoiary .I.V 1g50 E _ E D 3i-�• 80.18KpPKFS BLVD 13 RE MARTIN DR ORIOLE P L STARLING DR N FALCON AVE \ CHNNE > O• W 25 STARLING DR S }+ 23 NO �EPOOW LN a¢Oc 3 swn LL J. M O L FALLON DR $ IR £ 1 OgKVIEW LN 3 • 3 22 SPIRIT"ILOO UN 23 OVERLOOK LN ----------------1124 SUMMIT POINTRD ---_y 1 1 25 MOUNTCURVEBLVD • • 9F' 26 o ``\ t 26 WILOWOOD BLVD B W F t 2J WILOWOOD CT ®� v 26 OT I 28 DEER CIR O a i29 BISDN CIR WILDWOOD WAYp • Q I a i L Si 9JR.z BAKKEN ST t N N " ilii Tel FOR •RI ST NE 85TH ST NE '–�---- — gSt� 84TH ST HE I e p d4 I G 82ND ST No 09TH ST HE ------- L — — — — - -ppr NE \ 90TH ST NE \� cF £ r y9 moi\ l�\�BfLO RIVERVIEW DR \ � —_i'/ I CTY RD 39E 1 MIL I 5 HOMESTEAD CIR `\ ` \\ 6 STONERIDGE CIR `\ ] STONERID6E CT `\ DGE LN STONERIDGE LN J p OAKPVE ` \\��09 0 Little Monticello Eastview MFPDOW ^� Mountain High Elementary School Elemeoiary .I.V 1g50 E _ E D 3i-�• 80.18KpPKFS BLVD 13 RE MARTIN DR ORIOLE P L STARLING DR N FALCON AVE \ CHNNE > O• W 25 STARLING DR S }+ 23 NO �EPOOW LN a¢Oc 3 swn LL J. M O L FALLON DR $ IR £ 1 OgKVIEW LN 3 • 3 22 SPIRIT"ILOO UN 23 OVERLOOK LN ----------------1124 SUMMIT POINTRD ---_y 1 1 25 MOUNTCURVEBLVD • • 9F' 26 o ``\ t 26 WILOWOOD BLVD B W F t 2J WILOWOOD CT ®� v 26 OT I 28 DEER CIR O a i29 BISDN CIR WILDWOOD WAYp • Q I a i L Si 9JR.z BAKKEN ST t N N " ilii Tel FOR •RI ST NE 85TH ST NE '–�---- — gSt� 84TH ST HE I e p d4 I G 82ND ST No 09TH ST HE ------- L — — — — - -ppr NE \ 90TH ST NE \� cF CryRO) ♦\ �R�90 Montissippi P rk ♦\ ♦\ Mggwh h" ��� ♦\ E/wOO TCS i 1 L\ ♦\ r Oq0 qqO \L\ ♦\ a x CaOC 9pw9Y HILLCRESiflD s w U \\\ ALVE CT S% `\ PRAIRIE RD "','.P UK rc ; �♦ � Myh z h/O 3 z ��\ z \ (h 0 roG�f� m\ Oq \ m ♦\ o v v R/VER STw gVEFSIOE �\ \♦\A JERRY UEFERT DR BgO9pN,4yw\\\ �/ SAN DYLN qNp \\ PRIMARY • ROUTES \\ qFC z 44Tw \ gfEq ghOF O \ (N o LN o g4lry `\\♦ CSAH 39 WEST Public Works Bldg to Broadway W "`f' P 6' STREET WEST Elm St toTH25 3eho�y F BROADWAY N,\ Willow St to Meadow Oak Dr PRAIRIEROAD CIR Broadway W to Kevin Langley ❑r \ \`- M RD 39 wg GOLF COUP NSTN =2 F 5 GILLARDAVENUE CSAH 39 E to 95th St (due to topography) f-- \ HARTBOULEVARD i \ _ w Mississippi Shores to WWTPto Broadway E RIVERSTREETEAST f w Washington St to Centre Care Health WASHINGTON STREET River St E to 7th St E ROUNDABOUT Meadow Oak Ave & Fenning Ave (CSAH 18) SCHOOL BOULEVARD TH 25 to Fenning Ave (CSAH 18) include roundabout WALNUTSTREET Broadway W to 7th St W DUNDAS ROAD TH 25 to Fallon Ave FALLON AVENUE OVERPASS 7th St E to Chelsea Rd E 3R° STREET Chestnut St to Washington St fH STREET WEST Walnut St to CSAH 39 W CEDAR STREET River St E to 7th St E CEDAR STREETSOUTH Oakwood Dr to dead end EDMONSONA VENUE Chelsea Rd to 85th St NE CHELSEA ROAD CSAH 39 W to Fenning Ave FALLONA VENUE Chelsea Rd to 85th St NE 85TH STREET NE Fallon Ave to TH 25 DEEGAN A VENUE Schaal Blvd to commuter parking lot RIVER STREET WEST 2171 River ST W (Xcel ballfields) to TH25 OTTERCREEK ROAD CSAH 75 to River St W OAKWOOD DR TH 25 to culdesac SCHOOLBLVD TH 25 to dead end (beyond city water tower) I \, I 09/T O ♦\ I I I I ♦\ 9� °9g4.P z I lgCf rc K %OOOB�A 2 SPP00, 1NNS"0.- wsT q Vit, �` °ro Oq nMCKENNA N R RZO SAVA ': Npr<` ° WINDEMERE WOODCREST WOOS\OE Dp C 9A0 l.� G°P 1 I CT RPP°Rs "" I PP-Ile y P°� HAYWARD CTS DEEGANR O I 1 I I I 1 I I I I I I I I I 4 2022-2023 SNOW PLOW SEASON MonticeRoTY ?E 4 a 1 3 13 BRIAR CT 9�*5 _ gMSTE90 i 126 WILDWOODBLVO OP °QkyEw I 14 SHADY OAK OR 0 C I 15 HAWTHORNEPLN 9Vf O I 1 27 WILDWOODCT 27 0 26 T 28 DEER CIR 16 HAWTHORNE PL5 w 4/N I 1 29 BISON CIR WILDWOOD WAY n a I 17 ENDICOTT TEL ¢ q W I 1 c ro o f 18 MAPLEWOODCIR 1 !9 'w 9j'E z 1 19 LEAF CIR 87TH ST HE DFER ST W 37TH ST NE ------ I 1 T' S B p I 20 EAOCT 86TH ST BAKKEN STD AKKEN �Pk i 21 RED OAK AKC I_----- --� I 1 NE °28 a aP 1 ---- --- BADGER ST ° BADGER CIR 86TH ST HE _ I SNE I SZY` 84THSTNE P ti P I I 1 82ND IT. lent Path: �IR THO CAS PARK'iiq THOMAS PARK DR -P LRIVERVIEw OR0CTY RD 39EIMILL INII AUN RDO9l52 5 HOMESTEADCIRR 1GOLDENEAGLECT NEST LN 'TONERID6E CT♦\ GOLDEN EAGLE LNSTONERIDGELN 0000 EAGLERIDGELN ]- 1 2 3 4 L-- ♦95TH ST NESTNE—'--IE MEADOW OAK AVE ♦ 3 TALON Ci TAGLEEYELT FARMSTEAD DR STONERIDGFp DR s o Little ♦P94TI f T '�-- Monticello 11 N \♦ oq EastView o = COUNTRY t P G EIo�S P°O Mountain Elementary ° P�� \ Elementary o NfP°OO \ \K\OA School w ° 3 \ I a z3no PESBLEBROOKDR JASON A _ � \ \ z 21 13 RED OAK LN 21 BRIAR OAKES BLVD i ORIOLE LN - 25 `\ 18 ♦�� �♦ C rzx -- I MARTIN DR w �—ENNE p� p CT ° 4 o STARLING DR 3G w FALCON AVE ¢ 23 STARLING DR _ u 22 LN a 19 ♦\ ♦ 9�CT I JO MEA \ \ 15 ♦\ HANVES,41A,(N o =' a I FALLON DR\ zwauow clx 0 25 1, OPR`�0 Y OAKLEAFCT♦\ I OP NR 1J LN3 ♦\ suT s* ¢ ♦\♦ CT Oq HRD 9 C/ 80L 10 ES NE DIAMOND DPt COI24 PARK DR G N s I- Mg1�Rp/ N 1 22 SPIRIT HILLS RD OVERLOOK UN 23 SUMMIT $DMMIT POINT RD 25 MOUNT CURVE BLVD OAKVIEW O 16 g EAST OAK DR ♦\ I 8r O f \ I ♦'♦ ---- y ___-----_—\♦�9LCu1 $jjJE J 111 WHITE OAK CIRINN E 20 i 12 ACORN CIR ?E 4 a 1 3 13 BRIAR CT 9�*5 _ gMSTE90 i 126 WILDWOODBLVO OP °QkyEw I 14 SHADY OAK OR 0 C I 15 HAWTHORNEPLN 9Vf O I 1 27 WILDWOODCT 27 0 26 T 28 DEER CIR 16 HAWTHORNE PL5 w 4/N I 1 29 BISON CIR WILDWOOD WAY n a I 17 ENDICOTT TEL ¢ q W I 1 c ro o f 18 MAPLEWOODCIR 1 !9 'w 9j'E z 1 19 LEAF CIR 87TH ST HE DFER ST W 37TH ST NE ------ I 1 T' S B p I 20 EAOCT 86TH ST BAKKEN STD AKKEN �Pk i 21 RED OAK AKC I_----- --� I 1 NE °28 a aP 1 ---- --- BADGER ST ° BADGER CIR 86TH ST HE _ I SNE I SZY` 84THSTNE P ti P I I 1 82ND IT. lent Path: 0 1,250 2,500 Feet �■■... 'F Sidewalk and Pathway Map Snow and Ice Maintenance 2022-2023 CITY OF Monticello LEGEND: Primary Sidewalk Secondary Sidewalk Primary Pathway Secondary Pathway Plow as time permits F ` ORIOLE LN R Montissippi Park\\\ CITY 0 1 2022-2023 CITY OF MONTICELLO • ,\ RIVER FRIER ST 1\ ontice 0 DESIGNATED SNOWMOBILE �\ x CaOC OwgY qa HILLCREBiflD ALTV,NE CT SAH w i 3 \K\�\ �\ x PRAIRIE RD n kHILLTOP\\ Rl� ROUTE \\\ 3 �f0 � rFh g ER STW �� _ �4h m �<O 3 z �� z \ (N 4 NG�f� °y fRSTW RI ERSDE CITY OF MONTICELLO SNOWMOBILE ORDINANCE m '\`\ o IERRY UEFERT DR RRO �\ KM 40k, o C1R \y\ THIS IS A SUMMARY OF THE MONTICELLO CITY ORDINANCE \N\\ R9R fC.,, fRcrW \ `\ §71.03 and §71.04 Please contact City Hall at 763-295-2711 s� B"p4pw �_ to request a complete copy of the ordinance �� y R"fRsr RDNT TOSHERBURNE OPERATION PROHIBITED BETWEEN 11PM-7AM WITHIN 300' OF ANY HOME. W sz eao COUNTY AMP Rpsrw Q 4pw9 w �� h \ \;,\ Exception for weekends and evenings proceeding Thanksgiving, Christmas Day RA and New Year's Eve; PROHIBITED BETWEEN 1AM-7AM \-DB9W r GOLF COURSE RD CTYR'yr 3 n A SPEED LIMIT: 15 MPH `r"srw� °r"srw aF \ SIDEWALK/PATHWAY USE PROHIBITED y BRp "' f STREET USE PERMITTED FOR TRANSPORTATION ONLY i a a r , 3Rpw srf i 9y Rif \ \ PRIVATE PROPERTY USE REQUIRES OWNER'S CONSENT UNGER AGE 14: PROHIBITED FROM STREET USE SI perp" MOON MOTOR w "Jw i r ao \ AGE 14-18: REQUIRES SNOWMOBILE SAFETY CERTIFICATE w9r SPORTS�!*y qp"-q,. y zo`" \\� CITY PARKS USE—PROHIBITED! fESEq TOO MAS PARK a J/YCO v4y.2 PO y- SeROOKOR .ry 0 � CIR o SIPP/pR NSG 1NN N 2 0000 THOMASPARKDR �yy " 6 MCKENNAOP / -— ry'`B� Fox DR IT SAVA■■NNAMAVE�'='. Z.PMp�N CHELSEARDE s? 9 so� T�� MluaTO OT EGO 4L ! p0 WINDEMERE RryER MRL DR I DR O WOODCREST `NOp0510 Cf O t�2jr CGOP \�� 8 OSPREY <T ZR,11RIDGEID 9 OSPREYCIR - MILLRUNRD 8 O9 10 BALD EAGLEIT 1, I IJ STONER I DG E IT LIDER EAGUE ERIDGE LN G 000OEAGLE STO TONERID1DOR FARMST AID DRLN w We hlonhcello o oUN, PGo 0 Elementary School w a - SCHOOL BLVD Op PEBBLEBROOK DR MARTIN OR .W SCHOOL BLVD FALCON AVE JASON AVE ORIOLE LN _ �HEYENNESTARLING P DR w _ W pIT V ¢ STARLINGDR w r FALLON DR u E p 4 CpOg``SON DIAMOND DR swnuow clx�'F-�� RD ? PARK OR 4gMSTFgp i I 9�f G I I I 87TH ST NIF I I I i 29 I I '< ST C IW u ?50 2,500 Feet D \\ I 95TH9 E `---95TH STN Np `� IOW OAK AVT \ LygYf 94TH ST NE p °P \01 0 L2 WBRIAP OAKESBLVD 13 RED OAK LN -- 18 \� 15 ESOP D MFPGOW ON a 19 \\ P u OAK LEAF IT \`OP PQO 1J OAKVIEWLNg -_-4✓A 16 F.�.......e 2 1V m O ZO 12 P WRIGHT COUNTY 27 wll w TRAIL # 8 B O BAKKEN STA OP a � 218 BAKKFN P� I °BADGER CIR 86TH ST NE 5th 84THSTNE G cti ` cy � q�C I I `7 \ W- IT\Maps\BasemaP.mxd