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City Council Agenda Packet 04-26-2021AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, April 26, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETINGS Monticello Community Center (Bridge Room) 4:30 p.m. Fire Inspection Enforcement 5:00 p.m. SCADA Improvement Project Mayor: Lloyd Hilgart Council Members: Jim Davidson, Charlotte Gabler, Brian Hudgins, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from April 12, 2021 • Regular Meeting Minutes from April 12, 2021 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 • Spring Tree Pickup F. Council Liaison Updates • EDA • 1-94 Coalition • CMRP G. Department Updates • FiberNet Quarterly Update • Building Department Update • Fire Marshal/Emergency Management Update • Construction Update 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of approving application for three temporary liquor licenses for the Monticello Lions for the Music on the Mississippi Outdoor Concert Series at West Bridge Park on June 24, July 21, and August 25, 2021 E. Consideration of approving an amendment to the agreement with Randi Smelser as Animal Control Officer for animal control services and impound facility management to increase annual professional service fee by 3% F. Consideration of approving a $50 per meeting stipend for non -council Economic Development Authority (EDA) members G. Consideration of approving the repair of the Dissolved Air Flotation (DAF) skimmer and scraper mechanisms at the Wastewater Treatment Plant for a total cost of $51,150 H. Consideration of approving the 2021 pension benefit level at $5,100 per service year for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members Consideration of adopting Resolution 2021-27 and Ordinance 759 approving the rezoning of Haven Ridge 2nd Addition to R-1 (Single -Family) Residence District and adopting Resolution 2021-29 approving the final plat of Haven Ridge 2nd Addition and Development Agreement. Applicant: Marc Schulte/Haven Ridge, LLC Consideration of granting a second extension for final plat application for Spirit Hills South to November 22, 2021. Applicant: R.W. Land Holdings, LLC 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings - 4. Regular Agenda A. Consideration of adopting Resolution 2021-30 approving Development stage Planned Unit Development and Preliminary Plat for Commercial Self Storage in the B-3 (Highway Business) District and tabling action on rezoning to Planned Unit Development, Final Stage PUD, Final Plat and Development Agreement for Storage Link, Monticello, Applicant: Byron Bjorklund B. Consideration of authorizing Fire Department purchase of a new custom utility pump skid assembly from FireSafety USA for $12,550 C. Consideration of adopting Resolution 2021-28 rejecting all bids for the SCADA Improvement Project and terminating the contract with InControl Inc. for SCADA Integration services and authorization to re -bid the project D. Consideration of approving an additional $83,897 in project funding for the Chelsea Commons Small Area Plan Stormwater & Grading Plan 5. Added Items 6. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING Monday, April 26, 2021— 4:30 p.m. Monticello Community Center Bridge Room AGENDA 1. Call to Order 2. 4:30 p.m. Fire Inspection Enforcement 3. 5:00 p.m. SCADA Improvement Project Discussion 4. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, April 12, 2021— 4:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Charlotte Gabler, Brian Hudgins, Sam Murdoff Absent: Jim Davidson Others: Rachel Leonard, Sarah Rathlisberger, Angela Schumann, Ron Hackenmueller and Jennifer Schreiber 1. Call to Order Mayor Hilgart called special meeting to order at 4:30 p.m. 2. 4:30 p.m. Discussion regarding Soccer Club Lease This special meeting was to follow-up from the meeting held in March with the Soccer Club. Items of discussion were amending the current lease and proper storage of items. The Soccer Club questioned whether the City planned to terminate the lease in 2024 and or would they be open to an extension. There was discussion that the Soccer Club will need to properly store gasoline that is being kept on the premises. The Council discussed briefly extending the current lease. There was consensus to draft lease agreement extending the current lease by two years for a total of five years with lease expiring May 2026. Following 2026 the lease could be re-evaluated and possibly allowed on a year to year basis. 3. Adjournment By consensus, the meeting was adjourned at 4:45 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes—April 12, 2021 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, April 12, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Charlotte Gabler, Brian Hudgins, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from March 22, 2021 • Regular Meeting Minutes from March 22, 2021 Councilmember Gabler moved approval of both sets of minutes. Councilmember Hudgins seconded the motion. Motion carried unanimously. D. Citizen Comments Veronica Moring, 4373 Harvest Court; Ms. Warren had a question regarding discounts at the MCC for military. Staff was directed to review a proposal for military discounts. E. Public Service Announcements • Spring Hydrant Flushing • Spring Leaf Pick -Up F. Council Liaison Updates • EDA — Councilmember Davidson noted that the EDA discussed the Rivertown TIF project. • CMRP —Angela Schumann stated that the CMRP met in a workshop at the end of March to talk about the groups purpose and goals. • Parks, Arts, and Recreation Commission — Councilmember Murdoff provided an update. The commission received an update on Haven Ridge 2nd Addition, park and restroom building design, and discussed the vision of Parks and Recreation department moving forward. • BCOL — Councilmember Davidson noted that the group discussed the joint powers agreements and suggested minor changes, campground opening, trail improvements and connections, and reviewed City Council Minutes April 12, 2021 Page 1 1 6 programs and events, discussed nature -based programs with the school, regional park branding, and reviewed annual financial reports. • Planning Commission — Councilmember Gabler stated that commission had a public hearing on a self -storage project and approved their 2021 Planning Commission Workplan. • IEDC — Councilmember Hudgins noted that the IEDC received a presentation from the Wright County Tech Center, received an update from Mike Carr, HS Principal, and reviewed prospect list and projects. Department Update DMV Relocation Update — Sarah Rathlisberger, Finance Director, updated the City Council on relocating the DMV to the Prairie Center. The City is proposing to use Krause Anderson as a general contractor through Sourcewell. They will assist with the project bidding or quote process to ensure competitive pricing. 2. Consent Agenda: Councilmember Gabler moved approval of the Consent Agenda with moving 2.1 to the Regular Agenda and removal of 2M for discussion. Councilmember Murdoff seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $2,523,708.83. B. Consideration of approving new hires and departures for city departments. Recommendation: Approved the hires for MCC and DMV and terminations of MCC, Streets, and Parks. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. D. Consideration of adopting Resolution 2021-26 accepting donations from Monticello Lions Club and Monticello Covenant Church for the Fire Department, a donation from Monticello Lions for Music on the Mississippi and donation from TDS for various community events. Recommendation: Resolution accepting donations was approved. Consideration of waiving 2021-2022 on -sale liquor license fees. Recommendation: Approved waiving the 2021-2022 on -sale liquor license fees. Consideration of approving two charitable gambling permits for the Church of St. Henry for their fall festival on August 29, 2021 and bingo at Little Mountain Elementary on September 19, 2021. Recommendation: Gambling permits were approved. G. Consideration of approving a special event permit application and allowing the use of the city commuter parking lot and related assistance for a recycling event on April 24, 2021. Applicant: Jason Warehime, Metro Appliance Recycling. City Council Minutes April 12, 2021 Page 2 1 6 Recommendation: Special event permit was approved, including waiving of permit fee. H. Consideration of approving a special event permit application allowing the use of Ellison Park, West Bridge Park, Pioneer Park, core public right of way, Community Center parking lot and related assistance in conjunction with the annual Riverfest celebration on July 8-11, 2021. Recommendation: Riverfest special event permit including City staff assistance and allowance of City parks, contingent on continued site plan and traffic control coordination with Public Works and the Wright County Sheriff's Office and lot closure signage and prior notification in coordination with the Street Superintendent as needed, and the review and approval of a COVID-19 Preparedness Plan. I. Consideration of adopting Ordinance 758 amending the fee schedule to add Monticello Community Center fee. Recommendation: Ordinance 758 was adopted. J. Consideration of authorizing HR Green to update the Comprehensive Water System Plan for a total cost of $17,500. Recommendation: Item was removed from the Consent Agenda and added to Regular Agenda. K. Consideration of granting highway easements to Wright County for the CR 118/Fenning Avenue Reconstruction project. Recommendation: Easements for the CR 118/Fenning Avenue Reconstruction project were approved. L. Consideration of waiving a $50 application fee for temporary use permit. Applicant: Cargill Kitchen Solutions. Recommendation: Approved waiving the fee for the temporary use permit. M. Consideration of approving an amendment to the Joint Powers Agreement and Operating Memorandum between the County of Wright and the City of Monticello for the Bertram Chain of Lakes Regional Park and Bylaws of the Bertram Chain of Lakes Advisory Council. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. N. Consideration of approving an assignment of the Development Contract for Featherstone 5t" Addition from Gold Nugget Development to Novak -Fleck Incorporated. Recommendation: Assignment was approved for the Featherstone 5t" Addition. 2A. Consideration of items removed from the consent agenda for discussion M. Consideration of approving an amendment to the Joint Powers Agreement and Operating Memorandum between the County of Wright and the City of Monticello for the Bertram Chain of Lakes Regional Park and Bylaws of the Bertram Chain of Lakes Advisory Council. Angela Schumann noted the following amendment: City Council Minutes April 12, 2021 Page 3 1 6 Section 1. Meetings of the Advisory Council are to be held in conformance with the Minnesota Open Meetings Act. Meetings shall be held on the first Friday of January, March, May, July, September, November, beginning at 8 a.m. or at such other dates and times as set by its regular schedule or upon special notice in accordance with law. +ewe ei/eFlc-vrcrEe,�,rrrct�Ar=i-a holiday a speeialreyeFl ;TehaRge r a te-Pi rPd-fQEatoA-R ^ef the meeting. The meet+Flg shall be-epe.p *-e t,he f.eneFal public-. Councilmember Gabler moved approval of changes noted above by City Attorney. Councilmember Murdoff seconded the motion. Motion carried unanimously. 4. Regular Agenda: A. Consideration of a request to waive requirement to provide on-site parking for a restaurant/bar and to waive contribution to the Downtown Parking fund in the amount of $4,500. Applicant: Shanneek Fackrell Angela Schumann provided an update on the item that was tabled at the March 22, 2021 meeting. Ms. Schumann noted that after further review of available parking opportunity, it was concluded that there exists room to accommodate eight stalls on site, which is the required number. Staff recommended that the property owner verify that no private cross -parking easement limits parking within the noted area. However, if the public parking easement is not submitted and/or a private easement is found to limit the available on-site to meet the eight -stall requirement, staff continued to recommend payment of $4,500 into the Parking Fund. Councilmember Gabler moved to adopt Resolution 2021-25 approving a waiver of the required off-street parking requirements in recognition of payment of a per -space parking fee for Lots 9 and 10, Block 35, Original Plat of Monticello, 124 West Broadway, pending that the applicant verify that no private cross - parking easement limits parking with the noted area. Councilmember Davidson seconded the motion. Motion carried unanimously. B. Consideration of authorizing Bolton and Menk, Inc. to update the comprehensive sanitary sewer plan and Wastewater Treatment Facility Plan for a total cost of $32,107 Matt Leonard, City Engineer, provided a brief update on the item. City and Veolia staff reviewed the proposals and recommended Bolton and Menk, Inc. for the project. Their approach to the project best aligned with the City needs. Mayor Hilgart questioned the wide range of some items proposed. It was noted that the wide range demonstrates the need for such studies. The plan will be funded from the Community Energy Transition (CET) grant which needs to be used by April 2022. City Council Minutes April 12, 2021 Page 4 1 6 Councilmember Murdoff moved approval of the contract with Bolton and Menk, Inc. Councilmember Hudgins seconded the motion. Motion carried unanimously. 2J. Consideration of authorizing HR Green to update the Comprehensive Water System Plan for a total cost of $17,500 Matt Leonard provided a brief update on the item. Five proposals were received. City staff reviewed the proposals and recommended that the project be awarded to HR Green. Staff felt that their project approach and modeling experience paired with the project cost best aligned with the City needs to update the comprehensive plan. The project is to be funded from the Community Energy Transition (CET) grant. Minimal discussion occurred among Council. Councilmember Hudgins moved approval of the contract with HR Green. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Consideration of additional $18,000 in project funding for the Chelsea Commons Small Area Plan financial and transportation planning Angela Schumann provided an overview of the requested funding for the Chelsea Commons Small Area Plan financial and transportation planning. Staff requested additional funding to provide more detailed transportation, financial, and site grading planning for the project. There was minimal discussion. Councilmember Davidson moved approval of $18,000 in additional funding for the Chelsea Commons Small Area Plan financial and transportation planning. Councilmember Gabler seconded the motion. Motion carried unanimously. D. Consideration of adoatinR Resolution 2021-28 reiectine all bids for the SCADA Improvement project and terminating the contract with InControl Inc. for SCADA Integration services and authorization to re -bid the project Matt Leonard provided an overview of the SCADA Improvement project. He detailed the components of the SCADA project and the process for the proposed updates to the SCADA system. The SCADA integration services portion of the project was contracted with InControl Inc. The integration contract included programming services for all existing and new programmable logic controllers, operator interface terminal, human -machine interfaces, communication/data equipment, and SCADA PC -Computer terminals for operating a complete SCADA system. The City then bid for the construction project and included a base bid for updating the water system as well as a bid alternate for updating the wastewater treatment plant. Three bids were received. In an effort to have the same hardware supplier as system integrator to reduce potential issues and system City Council Minutes April 12, 2021 Page 5 1 6 down times the specifications required that the hardware components be supplied by InControl. The bid from Automated Systems was approximately $500,000 less than the other two bids. However, the low bid from Automatic Systems Co. was rejected due to not meeting the project specifications requiring purchasing equipment from InControl. After further discussion, staff recommended rejecting all bids and re -bidding the entire project. It was also recommended to terminate the contract with InControl Inc. It was noted that there is the potential to reduce costs to have one company do both, provide hardware and integration services. Mr. Leonard noted that this was reviewed by the City Attorney. Discussion ensued among Council. There were some questions about the functionality of the equipment and the process. Councilmember Davidson questioned what the issue would be with cancelling the contract with InControl and rebidding. Mr. Leonard noted that the bids could come back higher than the City anticipates. There may be price increases. Councilmember Gabler noted that cancelling the contract would be frustrating for the current contracted company. Councilmember Murdoff expressed his frustration of terminating a contract that was approved by Council. In addition, there is confusion on the function and process of the project. Graham Arntzen, Vice President and Co -Owner of In Control, Inc., addressed the City Council and referenced a letter that was provided. Mr. Arntzen encouraged the City to retain their contract with his company. He also express support for awarding the contract with one of the SCADA Improvement project bidders and moving the project into execution phase. Matt Leonard noted that to move forward with one of the other two companies, not Automatic Systems Co., would put the City approximately $200,000 over budget for the project. Councilmember Gabler moved to table the item to the April 26 meeting with the intention to have a workshop to discuss the project information and possible scenarios. Councilmember Murdoff seconded the motion. Motion carried 4-1; Mayor Hilgart voted against. 5. Adjournment: By consensus, the meeting was adjourned at 8:34 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes April 12, 2021 Page 6 1 6 Residential & Business Subscribers Service 2015 Q2-2016 2016 2017 2018 2019 2020 Q1-2021 Phone Only 32 28 28 24 24 24 22 23 Internet Only 664 717 829 945 1,014 1,131 1,341 1,352 Television Only 74 73 72 55 41 28 14 6 Phone &Internet 164 1 156 145 164 155 166 165 165 Phone & Television 44 42 39 35 30 23 14 3 Internet & Television 318 280 279 232 206 193 181 177 Triple Play 278 254 253 204 174 141 114 111 Total Subscribers 1574 1550 1,645 1,659 1,644 1,706 1,851 1,837 Total Phone 518 1 1 480 465 427 383 354 315 302 Total Internet 1424 1407 1,506 1,545 1,549 1,631 1,801 1,805 Total Television 714 649 643 526 451 385 323 297 July 1st 2016 Arvig's 1st Day Business Subscribers Service 2015 Q2-2016 2016 2017 2018 2019 2020 Q1-2021 Phone Only 10 10 13 10 10 8 7 7 Internet Only 37 31 35 33 37 35 35 34 Television Only 1 2 2 1 1 1 1 - Phone & Internet 70 66 60 68 63 62 65 64 Phone & Television 1 1 39 1 1 1 1 1 Internet & Television 3 4 4 4 3 6 5 5 Triple Play 15 15 19 16 14 14 9 9 Total Subscribers 137 129 133 133 129 127 123 120 Total Phone 96 92 92 95 88 85 82 81 ,Total Internet 1 125 116 118 121 117 117 114 112 Total Television 20 22 25 22 19 22 16 15 Residential Subscribers Service 2015 Q2-2016 2016 2017 2018 2019 2020 Q1-2021 Phone Only 22 18 15 14 14 16 15 16 Internet Only 627 686 794 912 977 1,096 1,306 1,318 Television Only 73 71 70 S4 40 27 13 6 Phone & Internet 94 90 85 96 92 104 100 101 Phone & Television 43 41 39 34 29 22 13 2 Internet & Television 315 276 275 228 203 187 176 172 Triple Play 263 239 234 188 160 127 105 102 Total Subscribers 1437 1421 1,512 1526 1515 1,579 1,728 1,717 Total Phone 422 388 373 332 295 269 233 221 Totallnternet 1299 1291 1,388 1424 1432 1,514 1,687 1,693 Total Television 694 627 618 504 432 363 307 282 Entity: FiberNet Entity: FiberNet Entity: FiberNet From: Arvig Enterprises, Inc. From: Arvig Enterprises, Inc. From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Subject: Monthly Netting Statement Subject: Monthly Netting Statement Netting Period: 1/01/2021 - 1/31/2021 Netting Period: 2/01/2021 - 2/28/2021 Netting Period: 3/01/2021 - 3/31/2021 Revenues Revenues: Revenues: Subscriber Billings 156,288.00 Subscriber Billings 157,435.00 Subscriber Billings 157,385.00 Total Revenues: 156,288.00 Total Revenues: 157,435.00 Total Revenues: 157,385.00 Expenses Expenses: Expenses: Subscriber Fee (37,541.00) Subscriber Fee (36,585.00) Subscriber Fee (35,312.00) Management Fee (14,491.00) Management Fee (14,491.00) Management Fee (14,491.00) Fixed Fee (44,607.00) Fixed Fee (44,607.00) Fixed Fee (44,607.00) Total Expenses: (96,639.00) Total Expenses: (95,683.00) Total Expenses: (94,410.00) Net Income $ 59,649.00 Net Income $ 61,752.00 Net Income $ 62,975.00 Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Netting Statement Netting Period: 1st Quarter 2021 Total Revenues: Subscriber Billings 471,108.00 Total Revenues: 471,108.00 Expenses: Subscriber Fee (109,438.00) Management Fee (43,473.00) Fixed Fee (133,821.00) Total Expenses: 286,732.00 Net Income $ 184,376.00 Financial Projections PRELIMINARY Q1 2021- per Contractual Netting Statements Projected Revenue: Expenses: Subscriber COGS Fixed Cost Cash flow from Operations Management Fee: Fixed Adjusted EBITDA Management Fee: Incentive - 50% Capital Expense Budgeted: City Cash Flow FIBERnet Dell—ed by arvig Prelim Budget 2021 -YTD 2021 -YTD Variance $471,108 $461,086 $10,022 109,438 $130,918 ($21,480) 133,821 $147,303 ($13,482) $227,849 $182,865 $44,984 43,473 $43,473 $184,376 $139,392 $79,688 $57,196 (30,465) (47,500) 74,223 34,696 $0 $44,984 Budget 2021 $1,844,345 523,673 589,211 $731,461 173,892 $557,569 $266,285 (190,000) 101,285 Capital Expense Report; Budget versus Actual 2021 2021 Capital Budget: Actual Budget Variance 2021 HE/CO Equipment 2,200 7,500 $ 5,300 Drops 295 16,250 $ 15,955 HE/CO Equipment 30,000 CPE Equipment 27,970 17,500 $ (30,470) Road Jobs/Moves 6,250 $ 6,250 Drops - Plowing 65,000 $ 30,465 $ 47,500 $ 17,035 CPE Equipment 70,000 Road Jobs/Moves 25,000 Developments possible starts in 2021 Unbudgeted Mapcom -Plant Records - Development- Haven Ridge 124,942 Development- Featherstone 5th Addition 107,864 TOTAL-Yearly $ 190,000 Development-Edmonson Ridge 75,665 mim Tmnanain�dm Total Unbudgeted $ 308,471 FIBERnel Delivered by arvig. Marketing 1st Qtr 2021 • Website (Jan - Mar): o Number of unique visitors: 6,411 o Total sessions/visits: 9,817 o Average time on site/page: 2:23 o Search keywords bringing customers to our website: fibernet monticello, swan cam monticello, fibernet, internet providers near me • Search Ads o Impressions: 5,375 o Clicks: 183 o Search keywords customers are using/clicking: isp services, internet isp, internet providers, isp service provider • Number of potential customers/existing customers that input their address to see if service was available and the cost: o March: 155 o February: 237 o January: 175 • Most popular web/landing pages: Swan Cam, Home Page, Gig Offer • All TV customers are now using WiFi TV. fhe 2021 promo offer is: • Gig Price for Life - $68/month, includes the fiber center and free installation. Two-year agreement. -reated front invoice messages, direct mail, city inserts, social media postings and geo ads for 4th qtr. Following is some of the artwork that was used: Go back to work school and reality with faster Internet. G UpsolGigsymmlan[alspecds G nimirnaaflabm G Trice Fa lie—whiciden fees G NobundknxryhM G Wholebme W:iincluded G loom Unlimited data The holidays can be physically and mentally exhausting; up totGb(LOOOMb) � of fiber Internet can get you back on track. 76a3,4a,ml� FIREM081:..1 763.3 N 01 N I nbrNelMenliaNlq<om1Gii ���6tRet II1 t.AMM31�6 WMGWRW «N me» <N Cures Mlaeno. «X2e1 Wi1HI» «Gry».«Ame»«ZIV(me» Up to 1 Gig for $68 per month FOR LIFE; not just an introductory offer! V Price For Life—no hidden fees • Symmetrical upbad/donnbad V Whole -home WrH included 9 State-ofthe-an fiber internet • Connect IN cl vices at once • No bundle required • 100%Unlimited data • FREEmstatanan available V 22 W7/365 Tech support • Locally based in Monticello The longer the winter, the sweeter the spring. Spring forward faster wtFupto lGb"OQ^A"^�t.�rgn_ ef.thn_2,••,be, mte,rnt_ Up to 1 Gig for $68 per month FOR LIFE; not just an introductory offer! I Pnce For Lie—nor=cmcn'ecs } Symme:rl uprodcovmia= j Whole home W.Fi included j No bindle required j Connect to, devices at once i 100%Un6mited dam 416 AM T 763.314.0100 1 Fibernethimtkello.mm/Gigi ot„aar a3Ng 763314A100 I FIMrNetMomiceftcam)G 900 w....a.. arrng City Council Agenda: 04/26/2021 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 04/26/2021 ® Consent 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 $624,129.36. 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. I. 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 CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Debbie.Davidson Printed: 04/16/2021 - 1:54PM Batch: 00201.04.2021 - 201.04.2021 US Bank Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 1782130 (14,316) Transactions 3/21 1,537.17 04/15/2021 609-49754-443980 1782130 3/21 cc machine rental 128.70 04/15/2021 609-49754-424100 Check Total: 1,665.87 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 2 ACH Enabled: True 4/1/2021 Life Insurance - April 2021 2,548.18 04/15/2021 101-00000-217066 Check Total: 2,548.18 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 3 ACH Enabled: True 39777682 FSA - Medical 10.89 04/15/2021 101-00000-217300 Check Total: 10.89 Vendor: 5147 MN PEIP Check Sequence: 4 ACH Enabled: True 1081755 Health Insurance - May 2021 40,242.81 04/15/2021 101-00000-217061 Check Total: 40,242.81 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 5 ACH Enabled: True 138060 Fitness Rewards - March 2021 15.00 04/15/2021 226-45122-430900 Check Total: 15.00 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 6 ACH Enabled: True UB Feb 2021 8631 - Animal Shelter 37.97 04/15/2021 101-42700-438200 UB Feb 2021 5026 - Ellison Park 16.97 04/15/2021 101-45201-438200 UB Feb 2021 8905 - PW Office 16.97 04/15/2021 101-43127-438200 UB Feb 2021 8119 - 303 6th St - Parks new 47.93 04/15/2021 101-45201-438200 UB Feb 2021 7224 - WWTP 1,060.27 04/15/2021 602-49480-438200 UB Feb 2021 7256-004 - 130 Brdwy- Stormwtr 19.25 04/15/2021 213-46301-438200 UB Feb 2021 8086 - 4th St. Warming House 16.97 04/15/2021 101-45201-438200 AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference UB Feb 2021 8177 - Library 126.50 04/06/2021 04/15/2021 101-45501-438200 UB Feb 2021 8117 - MCC 592.68 04/15/2021 04/15/2021 226-45126-438200 UB Feb 2021 8622 - Pioneer Park bathroom 16.97 Safeguard Security - April 2021 security montioi 04/15/2021 101-45201-438200 UB Feb 2021 10128 - Prairie Cntr. Bldg. 88.55 101-42200-432100 04/15/2021 101-41941-438200 UB Feb 2021 15291 - Commuter Lot- Stormwtr 40.25 9.99 04/15/2021 101-43120-438200 UB Feb 2021 7885 - DMV/Food Shelf 41.94 04/06/2021 04/15/2021 653-41990-438200 UB Feb 2021 15292 - Dwntwn Parking-Stnnwtr 19.25 04/15/2021 04/15/2021 101-43120-438200 UB Feb 2021 7256-007 - 103 Pine St- EDA 37.97 Border States - (36) 12pk 9v batteries 04/15/2021 213-46301-438200 UB Feb 2021 8903 - PW Shop/Clerical 123.35 101-43120-433100 04/15/2021 101-43127-438200 UB Feb 2021 8120 - Bldg. Inspec. Garage 219.74 04/15/2021 101-41940-438200 UB Feb 2021 7256-008 - 112 River St. W EDA 37.97 04/15/2021 213-46301-438200 UB Feb 2021 5250 - Bridge Park W 16.97 04/15/2021 101-45201-438200 UB Feb 2021 8904 - PW Vehicle Storage 14.62 04/15/2021 101-43127-438200 UB Feb 2021 5637 - Meadow Oak Dog Park 6.87 04/15/2021 101-45201-438200 UB Feb 2021 7256-003 - MontiArts 37.97 04/15/2021 101-45204-438200 UB Feb 2021 8114 - Hi -Way Liquors 60.88 04/15/2021 609-49754-438200 UB Feb 2021 15640 - 103 Chelsea Rd- Fire 68.28 04/15/2021 101-42200-438200 UB Feb 2021 7256-0010 - 101 Broadway W- MontiArts 37.97 04/15/2021 101-45204-438200 UB Feb 2021 7256-0011 - 107 Broadway W- MontiArts 37.97 04/15/2021 101-45204-438200 UB Feb 2021 7256-0012- 121 Broadway W 37.97 04/15/2021 213-46301-438200 UB Feb 2021 15640 - 103 Chelsea Rd- Fire -0.81 04/15/2021 601-49440-371500 UB Feb 2021 15640 - 103 Chelsea Rd- Fire -9.93 04/15/2021 601-49440-371100 UB Feb 2021 15640 - 103 Chelsea Rd- Fire 1.75 04/15/2021 601-49440-371101 UB Feb 2021 15640 - 103 Chelsea Rd- Fire -17.29 04/15/2021 602-49490-372100 UB Feb 2021 15640 - 103 Chelsea Rd- Fire -42.00 04/15/2021 652-00000-381120 Check Total: 2,812.72 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 04/06/2021 Runnings- 2 pc. propane auto kit 32.99 04/15/2021 101-43120-421990 04/06/2021 Amazon - (2) 25pk. laminating pouches 35.98 04/15/2021 101-43110-421990 04/06/2021 Auto Value - #155 - (10) spark plugs 39.90 04/15/2021 101-43120-422110 04/06/2021 Safeguard Security - April 2021 security montioi 44.95 04/15/2021 101-42200-431990 04/06/2021 AT & T - FirstNet- Feb. 2021 mobile unl. aircard 76.46 04/15/2021 101-42200-432100 04/06/2021 Grainger - labelmaster vinyl label 8.64 04/15/2021 101-43127-421990 04/06/2021 Amazon - 40pc. stylus pens 9.99 04/15/2021 101-43110-421990 04/06/2021 Spypoint - April 2021 trail camer subscription 15.00 04/15/2021 101-45201-443300 04/06/2021 DISH - April 2021 service 77.01 04/15/2021 609-49754-432500 04/06/2021 LogMeIn, Inc. -2021 annual meeting subscriptio 288.00 04/15/2021 101-41310-443300 04/06/2021 Microsoft - 3/8-4/7/21- (3) 365 Office email E3 64.00 04/15/2021 702-00000-431990 04/06/2021 Border States - (36) 12pk 9v batteries 84.60 04/15/2021 101-42200-421990 04/06/2021 Primo Pizza - revue end of snow plow season 147.80 04/15/2021 101-43120-433100 04/06/2021 Monti Napa - spark plug 1.78 04/15/2021 101-43127-421990 ACH Enabled: True AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2021 Home Depot - 4 pk. LED bulbs 5.99 04/15/2021 601-49440-422990 04/06/2021 Boyer Trucks - #150 - trans filter 8.62 04/15/2021 101-43127-422120 04/06/2021 Auto Value -(3) plug; (2) light 10.65 04/15/2021 101-45201-422990 04/06/2021 USPS - postage oil samples 10.95 04/15/2021 101-43127-421990 04/06/2021 Runnings- propane cylinder 15.99 04/15/2021 602-49490-421990 04/06/2021 Amazon - cs. facial tissues 24.99 04/15/2021 101-43110-421990 04/06/2021 Runnings - 5 gal. driveway sealer; roller cover 3 26.98 04/15/2021 101-45201-421990 04/06/2021 MN State Patrol - 2021 DOT stickers 28.50 04/15/2021 101-43120-421990 04/06/2021 Amazon - 5 pk. USB flash drive; locking carabir 32.55 04/15/2021 101-43110-421990 04/06/2021 M & M Express -12" bar st- chain saws 36.44 04/15/2021 101-43120-422100 04/06/2021 Amazon - radio strap 39.99 04/15/2021 101-42200-421990 04/06/2021 Runnings- (2) chain 41.98 04/15/2021 101-45201-421990 04/06/2021 Auto Value -deep creep; (12) brake parts cleaner 43.87 04/15/2021 101-43127-421990 04/06/2021 Force America - (3) switch, rocker, cherry/lamb- 44.01 04/15/2021 101-43120-422100 04/06/2021 Auto Value - air filter; HD oil fleet 44.18 04/15/2021 101-43127-422120 04/06/2021 Cub - resale - lemons/limes 46.81 04/15/2021 609-49750-425500 04/06/2021 Runnings- (2) door knob; tablecloth 47.97 04/15/2021 101-43127-421990 04/06/2021 Runnings- ratchet strap; (2) carp. square; 8" squo 57.56 04/15/2021 101-43127-421990 04/06/2021 Auto Value -(2) fuel filters 57.92 04/15/2021 101-43127-422120 04/06/2021 Towmaster -#101- cover sensor speed 60.59 04/15/2021 101-43125-422100 04/06/2021 Cintas - Mat Service #4079417442; 4080148307 130.29 04/15/2021 609-49754-431990 04/06/2021 Home Depot - 100pc lock washer; 100pc flat wa 64.18 04/15/2021 101-45201-421990 04/06/2021 MacQueen Equip.- #108 - (2) dirt deflector 65.83 04/15/2021 101-43120-422100 04/06/2021 Mills Fleet Farm - 20.408 non-oxi fuel @ $3.395 69.37 04/15/2021 101-42200-421200 04/06/2021 Fastenal - (3) AG jobber; (200) trx flor. 79.00 04/15/2021 101-45201-421990 04/06/2021 Amazon - (2) 150ct. face masks 79.98 04/15/2021 101-42200-421990 04/06/2021 Auto Value - (4) rubber ins. clamp; (2) plug; ligh 80.13 04/15/2021 101-45201-422990 04/06/2021 Amazon - Right to Know SDS center wire rack ? 39.50 04/15/2021 101-45201-421990 04/06/2021 Amazon - (3) How to Read Safety Data Sheet pc 41.91 04/15/2021 101-43110-421990 04/06/2021 Home Depot - 5 shelf Husky Red 99.98 04/15/2021 101-43127-421990 04/06/2021 NBP-cs. fcl. tissue; tape; (6) 12 oz. hot cups 111.45 04/15/2021 609-49754-421990 04/06/2021 DSG - (4) 3.5 gal. rebuild kit 131.98 04/15/2021 101-45201-421990 04/06/2021 Morries Ford - C-11 -floor mats 134.17 04/15/2021 101-42200-422110 04/06/2021 Cintas - Mat Service #4078104916; 4078767753 135.29 04/15/2021 609-49754-431990 04/06/2021 Hirshfield's - 5 gal paint 147.22 04/15/2021 101-45201-421990 04/06/2021 Grainger - (2) water hose assembly 149.32 04/15/2021 601-49440-421990 04/06/2021 Runnings- boot 2021 B.R. 150.00 04/15/2021 602-49490-421990 04/06/2021 E.A.T.I. - #101- split lighthead-amber/blue; cleat 160.00 04/15/2021 101-43125-422100 04/06/2021 Dyna - (20) crimp & shrink conn.; (100) terninal 166.36 04/15/2021 101-45201-421990 04/06/2021 Hoglund Bus Co. - (2) filter; (2) gasket 170.16 04/15/2021 101-43120-422110 04/06/2021 Safety Kleen - cleaning solvent for parts washer 179.66 04/15/2021 101-43127-421990 04/06/2021 Sherwin Williams - (15) 5 gal. br. white; (3) recy 185.51 04/15/2021 101-45203-421990 04/06/2021 Dyna - (4) cryobit w/ flats; (2) cryobit w/ no flat; 192.70 04/15/2021 101-45201-421990 AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2021 Auto Value - #155 - (2) stabilizer bar link; 15 oz. 198.83 04/15/2021 101-43120-422110 04/06/2021 Galls- (2) trousers; (2) hemming - D.K. 224.97 04/15/2021 101-42200-421120 04/06/2021 Target - vacuum cleaner 322.11 04/15/2021 609-49754-421990 04/06/2021 Runnings- (84) 24 pk. .5L drinking water 267.96 04/15/2021 101-42200-421990 04/06/2021 Dyna - (6) cryobit w/ flats; (12) w/ no flats 278.14 04/15/2021 101-43127-421990 04/06/2021 Northern Tool - (11) asst. size hang/stac;(2) 6 pc. 289.87 04/15/2021 101-43127-421990 04/06/2021 Boyer Trucks - #109- crankcase filter 343.01 04/15/2021 101-43120-422110 04/06/2021 Runnings- (2) 100' ext. cord; wet/dry vac; (4) sqi 360.77 04/15/2021 601-49440-421990 04/06/2021 Northern Central Lab - water testing supplies- 3. 376.12 04/15/2021 601-49440-421990 04/06/2021 Westside Tire - Multi Trac - (2) mount tire 382.00 04/15/2021 101-45201-422990 04/06/2021 Zarnoth Brush - (34) poly wafer K 382.50 04/15/2021 101-43125-422100 04/06/2021 Paypal - LK71 ebay- Heliflux magnetic locator r 444.70 04/15/2021 101-45201-421990 04/06/2021 OSC - welder parts - tig torch pkg. 250A 25'W/( 452.48 04/15/2021 101-43127-421990 04/06/2021 Dyna - (110) asst. grease fitting ball; (25) inspect 474.09 04/15/2021 101-43127-421990 04/06/2021 Walmart - (6) Markers Inc Smartpole ground soc 506.40 04/15/2021 101-45203-421990 04/06/2021 MacQueen Equip.- #108 - belt conveyor; splice 1 1,054.65 04/15/2021 101-43120-422100 04/06/2021 Force America - #101 - NPT complete plate; Stu 1,166.25 04/15/2021 101-43125-422100 04/06/2021 WHCE - Sunset Ponds 2/1-3/1/21 980 kWh 127.72 04/15/2021 602-49490-438100 04/06/2021 WHCE - DMV 19.95 04/15/2021 653-41990-431900 04/06/2021 WHCE - 2171 W River St 36.45 04/15/2021 101-45201-431900 04/06/2021 WHCE - 5980 Jason Ave NE 19.95 04/15/2021 601-49440-431900 04/06/2021 WHCE - MCC 27.95 04/15/2021 226-45126-431900 04/06/2021 WHCE - 207 Chelsea Rd 32.95 04/15/2021 601-49440-431900 04/06/2021 WHCE - 209 Cedar St 29.95 04/15/2021 601-49440-431900 04/06/2021 WHCE - 132 E Broadway 29.95 04/15/2021 601-49440-431900 04/06/2021 WHCE - 107 River St W 19.95 04/15/2021 101-45201-431900 04/06/2021 WHCE - Hi -Way Liquors March 2021 21.42 04/15/2021 609-49754-431900 04/06/2021 WHCE - MCC - March 2021 19.95 04/15/2021 226-45126-431900 04/06/2021 WHCE - 200 Dundas Rd -March 2021 29.95 04/15/2021 601-49440-431900 04/06/2021 WHCE - 909 Golf Course Rd -March 2021 19.95 04/15/2021 101-43110-431900 04/06/2021 WHCE - General Street Lighting 1,434.13 04/15/2021 101-43160-438100 04/06/2021 Safety Kleen - vac service- clean drain pits at ; v 2,791.00 04/15/2021 101-43127-440100 04/06/2021 Adobe - Annual Creative Cloud Subscription (R] 599.88 04/15/2021 101-41310-443300 04/06/2021 Horizon CPO Seminar - CPO Training (DK) 360.00 04/15/2021 226-45122-433100 04/06/2021 NBP- cs. glass cleaner; (5) rm paper; (3) bx. plas 291.78 04/15/2021 609-49754-421990 04/06/2021 Home Depot - whitewood stud 9.24 04/15/2021 101-45201-421990 04/06/2021 Walmart - Storage container 9.98 04/15/2021 101-45201-421990 04/06/2021 Runnings- (2) pole saw sharpening 14.00 04/15/2021 101-46102-440440 04/06/2021 Amazon - 100 pk wired manilla paper tags 15.99 04/15/2021 101-43127-421990 04/06/2021 Amazon - desk drawer organizer tray 16.19 04/15/2021 101-43110-421990 04/06/2021 Home Depot - powercare chain 16.97 04/15/2021 101-46102-421990 04/06/2021 Amazon - 8 pk. Oreck CC paper bags 17.33 04/15/2021 101-43110-421990 04/06/2021 Home Depot - (8) oak mullion; (7) tee nut zinc n 18.98 04/15/2021 101-45201-421990 AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2021 Amazon - air freshner w/ (4) refills 19.00 04/15/2021 101-43110-421990 04/06/2021 Hirshfield's - 1 gal. acetone 19.99 04/15/2021 101-45201-421990 04/06/2021 Runnings- 2pk. 32G memory card 19.99 04/15/2021 101-45201-421990 04/06/2021 Amazon - 3pk ant & roach killer 20.45 04/15/2021 101-43110-421990 04/06/2021 Auto Value - #105 - solenoid w/ spade filter 23.99 04/15/2021 101-43120-422110 04/06/2021 Amazon - printer cover; shelf for server rack 92.98 04/15/2021 702-00000-421990 04/06/2021 NBP- letter paper; 250pk coffee filters 25.78 04/15/2021 609-49754-421990 04/06/2021 Runnings -(2) 32G SD memory card 39.98 04/15/2021 101-45201-421990 04/06/2021 Runnings- 1 gal. primer; 1 gal. thinner; brass shu 47.46 04/15/2021 101-45201-421990 04/06/2021 Cub - resale - lemons/limes 50.19 04/15/2021 609-49750-425500 04/06/2021 Runnings- stove pipe reducer; cap; (2) oil drain 1 51.31 04/15/2021 101-43127-421990 04/06/2021 Runnings- gal. black gloss; qt. wood finish; Hilh 51.47 04/15/2021 101-45201-421990 04/06/2021 Home Depot - Wanger control stainer; (7) brush; 70.80 04/15/2021 101-45201-421990 04/06/2021 M & M Express -chain saws- 18" bar st; 74 chai 73.22 04/15/2021 101-43120-422100 04/06/2021 Amazon - (3) drain pan; 76.44 04/15/2021 101-43127-421990 04/06/2021 Mills Fleet Farm - boot 2021 B.C. 150.00 04/15/2021 601-49440-421990 04/06/2021 Runnings- Stihl pole saw gear head; 8T sprocket 196.08 04/15/2021 101-46102-421990 04/06/2021 Mills Fleet Farm - game camera 219.99 04/15/2021 601-49440-421990 04/06/2021 Mills Fleet Farm - game camera 219.99 04/15/2021 601-49440-421990 04/06/2021 M & M Express - 16" bar st' (2) 74 chain; bar oil 233.13 04/15/2021 101-43120-422100 04/06/2021 Northern Tool - turbo nozzel; spiral screw; NPT 389.08 04/15/2021 101-45201-421990 04/06/2021 Auto Value -(2) mini lamp 19.98 04/15/2021 101-45201-421990 04/06/2021 Amazon - military tactical boot - D.K. 98.99 04/15/2021 101-42200-421120 04/06/2021 Creative Auto Service - #216 Cushman parts mai 500.00 04/15/2021 101-45201-422990 04/06/2021 Ameripride - Feb. 2021 shop towels; rugs; paper 116.92 04/15/2021 101-45201-421990 04/06/2021 Ameripride - Feb. 2021 uniforms - Parks 142.99 04/15/2021 101-45201-441700 04/06/2021 Ameripride - Feb. 2021 uniforms - Sewer 90.67 04/15/2021 602-49490-441700 04/06/2021 Ameripride - Feb. 2021 uniforms - Water 90.67 04/15/2021 601-49440-441700 04/06/2021 Ameripride - Feb. 2021 uniforms - Streets 208.40 04/15/2021 101-43120-441700 04/06/2021 Ameripride - Feb. 2021 Shop towels 188.33 04/15/2021 101-43127-421990 04/06/2021 Home Depot - key for fire key box 2.39 04/15/2021 101-43127-421990 04/06/2021 Home Depot -primer 7.99 04/15/2021 101-43120-421510 04/06/2021 Runnings- concrete screw; .35 lb. bolts/nuts/was: 9.03 04/15/2021 101-43127-421990 04/06/2021 DSG - end cap crimp 11.00 04/15/2021 101-43127-422990 04/06/2021 Mills Fleet Farm -'02 Trailblazer - tire repair 14.99 04/15/2021 101-42200-440500 04/06/2021 Amazon - business portfolio 25.95 04/15/2021 101-45201-421990 04/06/2021 Runnings- brush; (2) 10 oz. mag polish; dash du: 37.24 04/15/2021 101-43120-422110 04/06/2021 Fastenal - SS knot cup B; (50) S/S fw 3/8x7/8 o.i 43.88 04/15/2021 101-43120-421990 04/06/2021 Amazon - (2) magnetic sign kit 52.26 04/15/2021 101-43110-421990 04/06/2021 Mills Fleet Farm - (2) ext. cord; hitch ball- trailej 58.97 04/15/2021 101-42200-421990 04/06/2021 Sival Inc. - (25) LED bulbs for Christmas decor 121.74 04/15/2021 101-43160-421990 04/06/2021 HAZ-MAT DQE- trailer- misting rehab fan; (4) 1 1,248.75 04/15/2021 101-42200-422100 04/06/2021 Paypal - Certified Capture for Laserfrche 360.00 04/15/2021 101-41410-433100 AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2021 Randys - Monthly Shredding Service (CH) 32.04 04/15/2021 101-41310-431990 04/06/2021 Randys - Monthly Shredding Service (DMV) 32.04 04/15/2021 653-41990-431990 04/06/2021 Runnings - PVC Fittings (4) to repair Spa 7.66 04/15/2021 226-45126-422990 04/06/2021 Straight Talk Wireless - Minutes for UB Phone 39.13 04/15/2021 702-00000-432100 04/06/2021 Texacraft - Replacement Straps for Pool Lounge 208.00 04/15/2021 226-45124-421990 04/06/2021 U of M CCE - Recertification Construction Site : 120.00 04/15/2021 101-43115-433100 04/06/2021 Urban Land Inst - Assoc US Public 240.00 04/15/2021 101-41910-443300 04/06/2021 USPS - Priority Mail Pkgs to State 18.90 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 28.10 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 13.60 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 40.10 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 27.55 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 59.15 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 55.95 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 25.80 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 14.15 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 0.75 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 17.20 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 17.20 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 10.60 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 14.55 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 11.40 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 12.80 04/15/2021 653-41990-432200 04/06/2021 USPS - Certified Mail 7.85 04/15/2021 101-41910-432200 04/06/2021 USPS - Certified Mail 7.65 04/15/2021 101-41910-432200 04/06/2021 Verizon - Jan 21 -Feb 20 108.58 04/15/2021 101-43115-432100 04/06/2021 Verizon - Jan 21 -Feb 20 13.20 04/15/2021 101-43120-432100 04/06/2021 Verizon - Jan 21 -Feb 20 35.01 04/15/2021 101-45201-432100 04/06/2021 Verizon - Jan 21 -Feb 20 127.86 04/15/2021 601-49440-432100 04/06/2021 Verizon - Jan 21 -Feb 20 127.86 04/15/2021 602-49490-432100 04/06/2021 Verizon - Jan 21 -Feb 20 180.05 04/15/2021 101-42200-432100 04/06/2021 Walmart Check Printing - Deposit Slips (200) 22.62 04/15/2021 653-41990-421990 04/06/2021 Night Hawk Security -Monthly Security @ Old 1 49.95 04/15/2021 101-43110-431900 04/06/2021 Advanced Disposal - Feb 2021 41,936.93 04/15/2021 101-43230-438400 04/06/2021 Advanced Disposal - Feb 2021 - Recycling 19,370.40 04/15/2021 101-43230-438400 04/06/2021 Advanced Disposal - Feb 2021 - GFEE 3,956.48 04/15/2021 101-00000-208120 04/06/2021 Advanced Disposal - Feb 2021 35.80 04/15/2021 101-43127-438400 04/06/2021 Advanced Disposal - Feb 2021 47.74 04/15/2021 101-45201-438400 04/06/2021 Advanced Disposal - Feb 2021 23.87 04/15/2021 101-45201-438400 04/06/2021 Advanced Disposal - Feb 2021 23.87 04/15/2021 101-45201-438400 04/06/2021 Advanced Disposal - Feb 2021 53.82 04/15/2021 101-45201-438400 04/06/2021 Advanced Disposal - Feb 2021 113.38 04/15/2021 602-49480-438400 04/06/2021 Advanced Disposal - Feb 2021 208.87 04/15/2021 226-45126-438400 AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2021 Advanced Disposal - Feb 2021 23.87 04/15/2021 609-49754-438400 04/06/2021 Advanced Disposal - Feb 2021 11.93 04/15/2021 101-45501-431990 04/06/2021 Amazon - 36" Adjustable Shackle 14.51 04/15/2021 101-41310-421990 04/06/2021 Amazon - Window Mount Sign Holders (12 pk) 113.99 04/15/2021 226-45122-421990 04/06/2021 Amazon - Sharpie Markers (2 pk), A -Z Expandii 13.86 04/15/2021 101-41310-421990 04/06/2021 Amazon - Floor Tool for Hoover Vacuum 29.99 04/15/2021 226-45126-422990 04/06/2021 Amazon - 5/8" Spa Pump Shaft Seal (2 pk) 9.97 04/15/2021 226-45126-422990 04/06/2021 Amazon - 24" High Velocity Indoor Wall Fan foi 159.99 04/15/2021 226-45126-422990 04/06/2021 Amazon - Plastic Magazine Rack/Desk Organize 18.69 04/15/2021 101-41310-421990 04/06/2021 Amazon - Coffee - Single Serve Cups (80) 29.90 04/15/2021 101-41310-421990 04/06/2021 Cintas - Mat Service #4078767696 26.17 04/15/2021 101-45501-431990 04/06/2021 Cintas - Mat Service #4078104679, 9124892355 98.44 04/15/2021 653-41990-431990 04/06/2021 Cintas - Mat, Mop, Towels:#4078104913, 40774 132.71 04/15/2021 226-45126-431990 04/06/2021 Cintas - Mat Service # -9.72 04/15/2021 609-49754-431990 04/06/2021 Cub - Cookies/Brownies for Meeting 17.98 04/15/2021 101-42400-433100 04/06/2021 Dacotah Paper - Bathroom/Lockerroom Cleaning 655.08 04/15/2021 226-45126-421990 04/06/2021 Dacotah Paper - Cleaning Supplies 28.34 04/15/2021 101-45501-421990 04/06/2021 Dollar Tree - Baskets for Egg Dive 24.00 04/15/2021 226-45127-421990 04/06/2021 GFOA - 2021 Budget Award Presentation Submi 345.00 04/15/2021 101-41520-431990 04/06/2021 Holiday - Diesel Fuel 2.552 gals @ $3.099 - Sno 7.91 04/15/2021 101-45201-421200 04/06/2021 Holiday - Unleaded Fuel 11.074 gals @ $2.849 31.55 04/15/2021 653-41990-421200 04/06/2021 Holiday - Unleaded Fuel 9.158 gals @ $2.849 26.09 04/15/2021 653-41990-421200 04/06/2021 Holiday - Unleaded Fuel 10.604 gals @ $2.849 30.21 04/15/2021 653-41990-421200 04/06/2021 Holiday - Unleaded Fuel 10.366 gals @ $2.799 28.93 04/15/2021 653-41990-421200 04/06/2021 Quadient Leasing - Postage Machine Lease Pmt 470.46 04/15/2021 101-41310-441500 04/06/2021 Monti Napa - Wiper Blades 45.08 04/15/2021 653-41990-421990 04/06/2021 MinnCor Industries - Title Paper (2 pks) 70.00 04/15/2021 653-41990-421990 04/06/2021 MN GFOA - Refund for Duplicate Membership -140.00 04/15/2021 101-00000-115030 04/06/2021 Trusted Employees - Feb Background Check DN 23.00 04/15/2021 653-41990-431990 04/06/2021 Trusted Employees - Feb Background Check (1) 21.00 04/15/2021 601-49440-431990 04/06/2021 Trusted Employees - Feb Background Check (1) 21.00 04/15/2021 602-49490-431990 04/06/2021 Trusted Employees - Feb Background Check - C 28.00 04/15/2021 101-41410-431990 04/06/2021 Amazon - Annual Prime Membership Renewal 119.00 04/15/2021 101-41310-443300 04/06/2021 Amazon - Replacement Hose for Vacuum 19.95 04/15/2021 226-45126-422990 04/06/2021 Amazon - Locking Bank Bag (3) 68.97 04/15/2021 653-41990-421990 04/06/2021 Amazon - Clear Binder Covers (BG) 106.27 04/15/2021 101-41310-421990 04/06/2021 Amazon - Monitor Stands (2) 33.98 04/15/2021 101-41520-421990 04/06/2021 Amazon - Ink Cartridge (PK) - COVID 11.59 04/15/2021 101-41310-421990 04/06/2021 Cintas - Mat, Mop, Towels:#4079417462 39.63 04/15/2021 226-45126-431990 04/06/2021 Cintas - Mat Service #4079417230 21.38 04/15/2021 653-41990-431990 04/06/2021 Holiday - Unleaded Fuel 9.111 gals @ $2.759 25.14 04/15/2021 653-41990-421200 04/06/2021 Holiday - Unleaded Fuel 9.847 gals @ $2.759 27.17 04/15/2021 653-41990-421200 04/06/2021 Monti Printing - Bldg& Rental Inspection Notice 482.26 04/15/2021 101-42400-421990 AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2021 Nat'l Fire Protection Assoc - NFPA Link Subscri 129.99 04/15/2021 101-42400-443500 04/06/2021 NBP - Paper 139.60 04/15/2021 101-41310-421990 04/06/2021 NBP -Calculator, Binder C1ips,Staples, Paper, C� 169.75 04/15/2021 653-41990-421990 04/06/2021 NBP - Paper 69.80 04/15/2021 653-41990-421990 04/06/2021 NBP - Paper, Envelopes 58.39 04/15/2021 653-41990-421990 04/06/2021 Runnings - Brush Deck 12" (2) 37.18 04/15/2021 226-45126-422990 04/06/2021 USPS - Priority Mail Pkgs to State 30.65 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 46.45 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 30.90 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 12.00 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 77.40 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 22.00 04/15/2021 653-41990-432200 04/06/2021 USPS - Priority Mail Pkgs to State 6.00 04/15/2021 653-41990-432200 04/06/2021 Von Hansons - Safety Bingo Prize 40.00 04/15/2021 101-41800-421990 Check Total: 95,208.34 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 8 Apr 2021 Liq Store CC Fees (WF -0990) 7,141.25 04/15/2021 609-49754-443980 Apr 2021 WF account interest earnings -178.32 04/15/2021 101-00000-362110 Apr 2021 UB CC Fees (AmEx -8910) 80.94 04/15/2021 601-49440-443980 Apr 2021 CH CC Fees (WF -0999) 254.06 04/15/2021 101-41520-443980 Apr 2021 MCC CC Fees (iAccess FM -1476) 87.90 04/15/2021 226-45127-431992 Apr 2021 UB CC Fees (AmEx -8910) 80.95 04/15/2021 602-49490-443980 Apr 2021 WF account bank charges 1,382.40 04/15/2021 101-41520-443980 Apr 2021 UB CC Fees (Bluefin) 360.60 04/15/2021 602-49490-443980 Apr 2021 UB CC Fees (Bluefin) 360.61 04/15/2021 601-49440-443980 Apr 2021 MCC CC Fees (Daxco- 2887) 1,246.74 04/15/2021 226-45122-443980 Apr 2021 UB CC Fees (Bluefin-7022) 719.54 04/15/2021 601-49440-443980 Apr 2021 UB CC Fees (Bluefin- 7022) 719.55 04/15/2021 602-49490-443980 Apr 2021 GlobalPayments - CivicRec 14.75 04/15/2021 101-45201-443980 Check Total: 12,270.97 Total for Check Run: 154,774.78 Total of Number of Checks: 8 ACH Enabled: True The preceding list of bills payable was reviewed and approved for payment. Date: 4/26/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (04/16/2021 - 1:54 PM) Page 8 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Debbie.Davidson Printed: 04/21/2021 - 12:07PM Batch: 00204.04.2021 - 204.04.2021 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5167 3D SPECIALTIES INC. Check Sequence: 1 ACH Enabled: False 221319 (24) locking wedge; (24) kleen break shear bolt- 364.20 04/27/2021 101-43120-422600 Check Total: 364.20 Vendor: 2139 ADVANCED FIRST AID INC Check Sequence: 2 ACH Enabled: True 0421-133 Fitness Room AED Battery/Electrode Combo C� 201.00 04/27/2021 226-45126-421990 0421-144 Pool AED Electrode Pads, & New Battery 71.00 04/27/2021 226-45126-421990 Check Total: 272.00 Vendor: 5715 AME COMMUNITY SERVICE Check Sequence: 3 ACH Enabled: False 4/16/2021 Refund Membership (4 months) 170.49 04/27/2021 226-45127-347910 4/16/2021 Refund Membership (4 months) - Sales Tax 17.51 04/27/2021 226-00000-208100 Check Total: 188.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 4 ACH Enabled: False 3467251 resale - beer 1,720.95 04/27/2021 609-49750-425200 3469026 resale - beer 1,017.60 04/27/2021 609-49750-425200 Check Total: 2,738.55 Vendor: 4502 ARVIG Check Sequence: 5 ACH Enabled: True 0002697713 003 Managed Services - April 2021 1,029.46 04/27/2021 702-00000-431900 314589 3/2021 FNM expenses 14,099.08 04/27/2021 656-49877-422990 314723 Set Up & Install New BDR Server 600.00 04/27/2021 702-00000-431990 4/8/2021 IT Services - April 2021 73.00 04/27/2021 702-00000-431990 Check Total: 15,801.54 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 6 ACH Enabled: True 103017700 freight 0.94 04/27/2021 609-49750-433300 103017700 resale- mix 106.15 04/27/2021 609-49750-425400 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 103017700 asst. bags 99.90 04/27/2021 609-49754-421990 103057200 freight 0.82 04/27/2021 609-49750-433300 103057200 resale- mix; can coolers 179.00 04/27/2021 609-49750-425400 88745800 resale -liquor 1,901.97 04/27/2021 609-49750-425100 88745800 resale- wine 150.00 04/27/2021 609-49750-425300 88745800 freight 29.98 04/27/2021 609-49750-433300 88857200 resale -liquor 3,166.35 04/27/2021 609-49750-425100 88857200 resale- wine 528.00 04/27/2021 609-49750-425300 88857200 freight 39.53 04/27/2021 609-49750-433300 88896800 resale- liquor credit inv. # 88857200 -115.34 04/27/2021 609-49750-425100 88896800 freight credit inv. # 88857200 -1.55 04/27/2021 609-49750-433300 Check Total: 6,085.75 Vendor: 1067 BERNICK'S Check Sequence: 7 10875 resale -beer 450.00 04/27/2021 609-49750-425200 194936 resale -beer 3,155.80 04/27/2021 609-49750-425200 194936 resale- beer n/a 125.80 04/27/2021 609-49750-425400 197922 resale- soda pop 100.32 04/27/2021 609-49750-425400 197923 resale- beer 2,007.55 04/27/2021 609-49750-425200 197923 resale- beer n/a 50.20 04/27/2021 609-49750-425400 200157 resale- beer credit -56.60 04/27/2021 609-49750-425200 200158 resale- beer credit -16.00 04/27/2021 609-49750-425200 200159 resale- soda pop 200.36 04/27/2021 609-49750-425400 200160 resale- beer n/a 50.20 04/27/2021 609-49750-425400 200160 resale- beer 1,616.35 04/27/2021 609-49750-425200 Check Total: 7,683.98 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 8 0266150 200002 CONSTR - 2020 Stormwater Improvem 7,832.90 04/27/2021 652-49881-453010 0266151 ZPARKS ELREST - Ellison Park Restroom Sun 3,250.00 04/27/2021 400-43300-453010 Check Total: 11,082.90 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 9 339057444 resale - wine 2,159.78 04/27/2021 609-49750-425300 339057444 resale - liquor 250.70 04/27/2021 609-49750-425100 339057444 resale - mix 108.00 04/27/2021 609-49750-425400 339057444 freight 41.81 04/27/2021 609-49750-433300 339057445 resale -beer 55.30 04/27/2021 609-49750-425200 339142644 resale - wine 1,079.53 04/27/2021 609-49750-425300 339142644 resale -liquor 4,789.40 04/27/2021 609-49750-425100 ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 339142644 resale - mix 34.13 04/27/2021 609-49750-425400 339142644 freight 37.88 04/27/2021 609-49750-433300 Check Total: 8,556.53 Vendor: 5717 BUCHOLZ CONSTRUCTION Check Sequence: 10 ACH Enabled: False WatcrPrmt Ref refund Water Use Permit- Dep. $850-$100.06 us, 850.00 04/27/2021 601-49440-371120 WatcrPrmt Ref refund Water Use Permit- Dep. $850-$100.06 us, -93.19 04/27/2021 601-49440-371120 WaterPrmt Ref refund Water Use Permit- Dep. $850-$100.06 us, -6.87 04/27/2021 601-00000-208100 Check Total: 749.94 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 11 ACH Enabled: True 2348-000OG 224 General Admin - March 2020 419.71 04/27/2021 101-41610-430400 2348-000OG 224 Planning & Zoning Admin - March 2020 112.00 04/27/2021 101-41910-430400 2348-000OG 224 Rivertown Suites - March 2020 48.00 04/27/2021 101-00000-115030 2348-000OG 224 202103 - Aldi Expansion CUP - March 2020 80.00 04/27/2021 101-00000-220110 2348-000OG 224 21D002 - Edmonson Ridge - March 2020 64.00 04/27/2021 101-00000-220110 2348-000OG 224 202106 - Spaeth PUD Amendment - March 202( 272.00 04/27/2021 101-00000-220110 2348-000OG 224 202105 - Lazy Days RV CUP - March 2020 208.00 04/27/2021 101-00000-220110 2348-000OG 224 202026 - Nuss Equipment - March 2020 288.00 04/27/2021 101-00000-220110 2348-000OG 224 19C003 - SCADA Upgrades - March 2020 (1/2) 56.00 04/27/2021 601-49440-453010 2348-000OG 224 19C003 - SCADA Upgrades - March 2020 (1/2) 56.00 04/27/2021 602-49490-453010 2348-0144G 11 202106 - Spaeth Industrial Park Plat - March 20, 68.40 04/27/2021 101-00000-220110 2348-0155G 28 16C006 - Bluffs In Monticello Assessment Appe 272.00 04/27/2021 400-43300-430400 2348-0171G 5 21D002 - Edmonson Ridge - March 2021 164.40 04/27/2021 101-00000-220110 2348-0172G 4 21D001 - Featherstone 5th Addition - March 202 236.60 04/27/2021 101-00000-220110 2348-0173G 3 202126 - Nuss Truck & Equipment Addition - M 42.60 04/27/2021 101-00000-220110 Check Total: 2,387.71 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 12 ACH Enabled: True 14710257 resale- beer credit -31.10 04/27/2021 609-49750-425200 2533576 resale- beer 23,477.45 04/27/2021 609-49750-425200 2533576 resale- beer n/a 84.00 04/27/2021 609-49750-425400 2533577 resale- beer 334.65 04/27/2021 609-49750-425200 2536361 resale- beer n/a 24.75 04/27/2021 609-49750-425400 2536361 resale- beer 16,738.50 04/27/2021 609-49750-425200 Check Total: 40,628.25 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 13 ACH Enabled: False 20991 resale- wine 423.00 04/27/2021 609-49750-425300 21026 resale- wine 972.00 04/27/2021 609-49750-425300 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 4 Check Total: 1,395.00 Vendor: 2059 CARTEGRAPH SYSTEMS LLC Check Sequence: 14 ACH Enabled: True SIN007441 On Site Services 4/5-4/7/21 (1/4) 186.27 04/27/2021 601-49440-431990 SIN007441 On Site Services 4/5-4/7/21 (1/4) 186.27 04/27/2021 602-49490-431990 SIN007441 On Site Services 4/5-4/7/21 (1/4) 186.27 04/27/2021 101-43110-431990 SIN007441 On Site Services 4/5-4/7/21 (1/4) 186.27 04/27/2021 652-49881-431990 Check Total: 745.08 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 15 ACH Enabled: True 00445504 Bulk Carbon Dioxide (520 lbs) 143.85 04/27/2021 226-45124-421600 Check Total: 143.85 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 16 ACH Enabled: True 1374829 resale- beer 6,215.85 04/27/2021 609-49750-425200 1376704 resale- beer 26,808.00 04/27/2021 609-49750-425200 1378340 resale- beer 10,146.40 04/27/2021 609-49750-425200 1378340 resale- beer n/a 90.00 04/27/2021 609-49750-425400 1379074 resale- beer 542.40 04/27/2021 609-49750-425200 1379075 resale- beer 19,260.60 04/27/2021 609-49750-425200 1379075 resale- beer n/a 28.90 04/27/2021 609-49750-425400 1379964 resale- beer 315.20 04/27/2021 609-49750-425200 1379987 resale- beer credit -164.05 04/27/2021 609-49750-425200 1380098 resale- beer credit -41.40 04/27/2021 609-49750-425200 1381541 resale- beer 5,598.90 04/27/2021 609-49750-425200 1381711 resale- beer credit -2.45 04/27/2021 609-49750-425200 1383292 resale- beer 244.80 04/27/2021 609-49750-425200 1383295 resale- beer credit -26.00 04/27/2021 609-49750-425200 Check Total: 69,017.15 Vendor: 4361 DALCO ENTERPRISES, INC. Check Sequence: 17 ACH Enabled: True 3767854 cs. paper towels; cs. can liner 104.37 04/27/2021 101-42200-421990 Check Total: 104.37 Vendor: 2050 DEMVI LLC Check Sequence: 18 ACH Enabled: False 4/21/2021 Parking Lot Maintenance - April 2021 198.02 04/27/2021 213-46301-443990 Check Total: 198.02 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5588 DESIGN TREE ENGINEERING INC Check Sequence: 19 ACH Enabled: False 20716 19C003 CONSTR - SCADA System Improvemc 2,750.00 04/27/2021 601-49440-453010 20716 19C003 CONSTR - SCADA System Improvemc 2,750.00 04/27/2021 602-49490-453010 Check Total: 5,500.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 20 ACH Enabled: True 1150317 resale - liquor 366.00 04/27/2021 609-49750-425100 1150317 resale - beer n/a 24.00 04/27/2021 609-49750-425400 1150317 resale - beer 4,117.30 04/27/2021 609-49750-425200 1592000081 resale - beer credit -195.92 04/27/2021 609-49750-425200 Check Total: 4,311.38 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 21 ACH Enabled: False 1495 resale - beer 136.80 04/27/2021 609-49750-425200 Check Total: 136.80 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 22 ACH Enabled: True 1223 resale - beer 297.00 04/27/2021 609-49750-425200 Check Total: 297.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 23 ACH Enabled: True 829831 ad #1122996- 4/8 & 9- Spring Wine Sale 540.59 04/27/2021 609-49754-434990 830900 ad # 1123 645 - 4/15 & 16- Spring Wine Sale 540.59 04/27/2021 609-49754-434990 Check Total: 1,081.18 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 24 ACH Enabled: False 469361 Neptune 360 upgrade - 1/2 Water 2,000.00 04/27/2021 601-49440-424100 469361 Neptune 360 upgrade - 1/2 Sewer 2,000.00 04/27/2021 602-49490-424100 469432-1 resale - 1-1/2 T10 measure chamber assy 405.60 04/27/2021 601-49440-422710 471487 resale - LF 1-1/2 T10 meter; (4) LF 3/4 T10 1,870.44 04/27/2021 601-49440-422710 471488 resale - LF Brz 1 1/2 meter flg. kit 74.74 04/27/2021 601-49440-422710 Check Total: 6,350.78 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 25 ACH Enabled: True 4/8/2021 April 2020 - Phone - City Hall 738.20 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - MCC 573.87 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - Ballfields 20.30 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - DMV 307.91 04/27/2021 702-00000-432100 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 4/8/2021 April 2020 - Phone - Hi Way Liquor 360.75 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - Fire Hall 450.51 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - Public Works 289.39 04/27/2021 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - Parks 116.34 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - Prairie Center 13.40 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Phone - Sheriff 70.04 04/27/2021 04/27/2021 702-00000-432100 4/8/2021 April 2020 - Internet - City Hall 248.90 04/27/2021 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - MCC 10.00 04/27/2021 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - Ballfields 10.00 04/27/2021 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - DMV 43.95 04/27/2021 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - Hi Way Liquor 43.95 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - Fire Hall 168.90 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - Animal Shelter 31.95 04/27/2021 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - Public Works 71.95 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - Sheriff 43.95 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Internet - MCC @ Prairie Center 41.90 04/27/2021 702-00000-432300 4/8/2021 April 2020 - Cable - Fire Hall 110.85 04/27/2021 101-42200-431990 4/8/2021 April 2020 - Cable - MCC 185.85 04/27/2021 226-45127-432500 4/8/2021 April 2020 - Data Hosting 500.00 04/27/2021 702-00000-431900 4/8/2021 April 2020 - Service Contract 250.00 04/27/2021 702-00000-431900 4/8/2021 April 2020 - Phone & Internet - Monti Arts 124.35 04/27/2021 101-45204-431990 Check Total: 1,074.81 Vendor: 1223 HAWKINS INC Check Sequence: 29 ACH Enabled: True AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 6 Check Total: 4,827.21 Vendor: 1174 FINKEN WATER CENTERS Check Sequence: 26 ACH Enabled: False S205605 water softener- piston; seal; brine valve replaced 504.62 04/27/2021 101-43127-440100 Check Total: 504.62 Vendor: 1205 GRAINGER INC Check Sequence: 27 ACH Enabled: False 9867871379 Elbow Fitting Cover (2), Pipe Insulation Tape 50.80 04/27/2021 226-45126-422990 9868844532 Diaphragm Assembly (2) 68.08 04/27/2021 226-45126-422990 9869135492 V Belt (2) 11.92 04/27/2021 226-45126-422990 9875954688 Custom Sign (1) 10.77 04/27/2021 609-49754-443990 9875954696 Custom Signs (2) 23.78 04/27/2021 101-42700-443990 Check Total: 165.35 Vendor: 5482 GRANITE ELECTRONICS, INC. Check Sequence: 28 ACH Enabled: False 150009191-1 Loader -install new radio; antenna kit; etc 1,074.81 04/27/2021 703-00000-165010 Check Total: 1,074.81 Vendor: 1223 HAWKINS INC Check Sequence: 29 ACH Enabled: True AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 4911174 Aluminum Sulfate Liquid - WWTP 6,335.52 04/27/2021 602-49480-421990 Check Total: 6,335.52 Vendor: 4650 JASEN HOGLUND Check Sequence: 30 ACH Enabled: False 0246 custom lettering -white sign/black lettering 44"x4 190.00 04/27/2021 101-43120-421990 Check Total: 190.00 Vendor: 5491 IMAGETREND, INC. Check Sequence: 31 ACH Enabled: False 128168 2 hour webiner training session- EM 350.00 04/27/2021 101-42500-433100 Check Total: 350.00 Vendor: 5444 J & G HOLDINGS Check Sequence: 32 ACH Enabled: True 3181 dba- CMT Janitorial- 5/2021 service - 1/2 Fire 224.00 04/27/2021 101-42200-431100 3181 dba- CMT Janitorial- 5/2021 service - 1/2 Law E 224.00 04/27/2021 101-42100-431990 Check Total: 448.00 Vendor: 1253 J H LARSON COMPANY Check Sequence: 33 ACH Enabled: False S102443113.001 3 1 W Fluorescent Lamps (15) 122.07 04/27/2021 226-45126-422990 S102443113.002 13W Single Tube Fluorescent Lamps (50) 103.13 04/27/2021 226-45126-422990 Check Total: 225.20 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 34 ACH Enabled: True 4552 Davis- 3/7/21 550.00 04/27/2021 215-49010-431150 Check Total: 550.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 35 ACH Enabled: False 1774844 resale- liquor 4,681.14 04/27/2021 609-49750-425100 1774844 freight 82.11 04/27/2021 609-49750-433300 1774845 freight 48.74 04/27/2021 609-49750-433300 1774845 resale - wine 2,033.01 04/27/2021 609-49750-425300 1774845 resale - wine n/a 64.00 04/27/2021 609-49750-425400 1775917 resale - liquor 3,029.24 04/27/2021 609-49750-425100 1775917 freight 38.00 04/27/2021 609-49750-433300 1775918 freight 37.26 04/27/2021 609-49750-433300 1775918 resale- wine 1,168.35 04/27/2021 609-49750-425300 1775918 resale- liquor 98.50 04/27/2021 609-49750-425100 1775919 resale- beer 120.00 04/27/2021 609-49750-425200 1778090 resale- liquor 1,565.93 04/27/2021 609-49750-425100 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 1778090 freight 15.14 04/27/2021 609-49750-433300 1779298 freight 70.03 04/27/2021 609-49750-433300 1779298 resale- liquor 6,135.56 04/27/2021 609-49750-425100 1779299 resale- wine 4,047.50 04/27/2021 609-49750-425300 1779299 freight 123.19 04/27/2021 609-49750-433300 1780525 freight 31.16 04/27/2021 609-49750-433300 1780525 resale- liquor 3,678.84 04/27/2021 609-49750-425100 1780526 resale- wine 834.23 04/27/2021 609-49750-425300 1780526 freight 17.22 04/27/2021 609-49750-433300 1782650 freight 28.31 04/27/2021 609-49750-433300 1782650 resale - liquor 2,301.16 04/27/2021 609-49750-425100 1782651 resale- wine 2,134.30 04/27/2021 609-49750-425300 1782651 freight 52.15 04/27/2021 609-49750-433300 Check Total: 32,435.07 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 36 ACH Enabled: False MN190-00101 General EDA- March 2021 525.00 04/27/2021 213-46301-430400 MN190-00160 UMC Economic TIF Development - March 2021 375.00 04/27/2021 213-46301-430400 Check Total: 900.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 37 ACH Enabled: False 123115 resale - wine 609.92 04/27/2021 609-49750-425300 123115 freight 10.50 04/27/2021 609-49750-433300 124003 resale - wine 1,384.00 04/27/2021 609-49750-425300 124003 freight 17.50 04/27/2021 609-49750-433300 Check Total: 2,021.92 Vendor: 3829 STEVE LANGANKI Check Sequence: 38 ACH Enabled: True 1361 porta toilet rental 3/6-4/2/2021 (10) units 728.50 04/27/2021 101-45201-431901 Check Total: 728.50 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 39 ACH Enabled: False 340524 2021 annual MN Cities Stormwater Coalition Cc 780.00 04/27/2021 652-49880-443300 Check Total: 780.00 Vendor: 5642 LOONEY BIN BREWING, LLC Check Sequence: 40 ACH Enabled: False 2316 resale- beer 333.00 04/27/2021 609-49750-425200 Check Total: 333.00 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4456 LUPULIN BREWING LLC 36274 ACH resale- beer 36368 370.00 resale- beer CN 8154 609-49750-425200 resale- beer credit Check Total: Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 319360 resale - cigarettes; juice 319360 resale - tobacco; cigars; soda pop; barware; mix 609-49750-425200 Check Total: Vendor: 3745 MANSFIELD OIL COMPANY 22298256 (569) gal. unleaded @ $2.44 22298257 (169) gal. diesel @ $2.53 22317731 Check Sequence: 42 (515) gal. diesel @ $2.59 22317732 True (515) gal. unleaded @ $2.45 04/27/2021 Check Total: Vendor: 4667 MILLNER VINEYARD, LLC 241421-274 resale- wine 04/27/2021 609-49750-425400 Check Total: Vendor: 2160 MINNESOTA POLLUTIION CONTROL AGED 10000117682 Water Permit Annual Fees - W WTP Check Total: Vendor: 1337 CORINNE MITCHELL 4/15/2021 Check Sequence: 43 Mileage Reimbursement - Life Guard Instruct Tf Enabled: True Check Total: Vendor: 1341 MMKR 49935 Progress Billing - Audit Services thru 3/31/21 426.82 Check Total: Vendor: 1364 MOBILE HEALTH SERVICES LLC 39155 1,333.20 (3) SCBA med exam: (2) Hazmat physical AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 9 Check Sequence: 41 ACH Enabled: True 370.00 04/27/2021 609-49750-425200 975.40 04/27/2021 609-49750-425200 -95.10 04/27/2021 609-49750-425200 1,250.30 Check Sequence: 42 ACH Enabled: True 1,574.62 04/27/2021 609-49750-425500 904.17 04/27/2021 609-49750-425400 2,478.79 Check Sequence: 43 ACH Enabled: True 1,385.99 04/27/2021 101-43120-421200 426.82 04/27/2021 101-43120-421200 1,333.20 04/27/2021 101-43120-421200 799.37 04/27/2021 101-43120-421200 3,945.38 Check Sequence: 44 ACH Enabled: False 823.20 04/27/2021 609-49750-425300 823.20 Check Sequence: 45 ACH Enabled: False 5,900.00 04/27/2021 602-49480-443700 5,900.00 Check Sequence: 46 ACH Enabled: True 124.99 04/27/2021 226-45124-433100 124.99 Check Sequence: 47 ACH Enabled: True 7,500.00 04/27/2021 101-41540-430100 7,500.00 Check Sequence: 48 ACH Enabled: True 550.00 04/27/2021 101-42200-431990 Page 9 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 10 Check Total: 550.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 49 April 2021 Monthly Allocation - April 2021 5,416.67 04/27/2021 101-45175-444310 Check Total: 5,416.67 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 50 25233 March 2021 -Technical Assistance -City Projec 2,958.71 04/27/2021 101-41910-431990 25234 202026 - Nuss PUD - March 2021 60.00 04/27/2021 101-00000-220110 25234 202103 - Aldi Foods CUP - March 2021 71.20 04/27/2021 101-00000-220110 25234 202107 - Storage Link PUD - March 2021 1,317.20 04/27/2021 101-00000-220110 25234 March 2021 - Capstone Code Amendment 1,886.80 04/27/2021 101-41910-431990 25235 March 2021 - Technical Assistance - Meetings 300.00 04/27/2021 101-41910-431990 25236 202041 - Chelsea Common Small Area Study - D 8,541.95 04/27/2021 101-41910-431990 Check Total: 15,135.86 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 51 2513 Solar Rebate Program - Xcel Energy 12,781.79 04/27/2021 101-41310-443992 Check Total: 12,781.79 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 52 19582 (232) fluorescent lamp; (46) HID lamp recycling 508.00 04/27/2021 101-43120-421990 Check Total: 508.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 53 6184348 resale- liquor 3,372.90 04/27/2021 609-49750-425100 6184348 freight 61.10 04/27/2021 609-49750-433300 6185255 freight 41.97 04/27/2021 609-49750-433300 6185255 resale- liquor 3,192.71 04/27/2021 609-49750-425100 6185256 resale- liquor 38.00 04/27/2021 609-49750-425100 6185256 resale -mix 72.00 04/27/2021 609-49750-425400 6185256 resale- wine 1,063.73 04/27/2021 609-49750-425300 6185256 freight 22.11 04/27/2021 609-49750-433300 6186932 freight 6.77 04/27/2021 609-49750-433300 6186932 resale- liquor 505.04 04/27/2021 609-49750-425100 6187744 freight 41.72 04/27/2021 609-49750-433300 6187744 resale - liquor 3,581.25 04/27/2021 609-49750-425100 6188784 resale - liquor 4,941.71 04/27/2021 609-49750-425100 6188784 freight 51.90 04/27/2021 609-49750-433300 ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 6188785 freight 41.72 04/27/2021 609-49750-433300 6188785 resale - wine 1,430.53 04/27/2021 609-49750-425300 6188785 resale - mix 24.00 04/27/2021 609-49750-425400 6188785 resale -juice 50.28 04/27/2021 609-49750-425500 6190397 resale- liquor 315.00 04/27/2021 609-49750-425100 6190397 freight 2.98 04/27/2021 609-49750-433300 6190398 freight 28.31 04/27/2021 609-49750-433300 6190398 resale- wine 807.75 04/27/2021 609-49750-425300 Check Total: 19,693.48 Vendor: 3100 QUARRY COMMUNITY CHURCH Check Sequence: 54 ACH Enabled: False 4/16/2021 ZCQPUB - Escrow Refund 12,380.00 04/27/2021 101-00000-220110 Check Total: 12,380.00 Vendor: 1455 RED'S MARATHON Check Sequence: 55 ACH Enabled: False March 2021 battery 105.00 04/27/2021 101-43127-421990 March 2021 non-oxi gasoline 70.84 04/27/2021 101-43120-421990 Check Total: 175.84 Vendor: 5010 RUM RIVER VENTURES LLC Check Sequence: 56 ACH Enabled: False 368 Contract Inspection Services - March 2021 3,325.00 04/27/2021 101-42400-431990 Check Total: 3,325.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 57 ACH Enabled: True A39365 Keys (6) 19.50 04/27/2021 226-45126-422990 Check Total: 19.50 Vendor: 5523 RUSTECH BREWING COMPANY, LLC Check Sequence: 58 ACH Enabled: True 1062 resale - beer 120.00 04/27/2021 609-49750-425200 Check Total: 120.00 Vendor: 4660 SAFE -FAST, INC Check Sequence: 59 ACH Enabled: True 244293 (18) Lime T-shirts; (30) Lime class T-shirts - spl 452.25 04/27/2021 101-43120-421990 244293 (18) Lime T-shirts; (30) Lime class T-shirts - spl 47.55 04/27/2021 101-43127-421990 244293 (18) Lime T-shirts; (30) Lime class T-shirts - spl 91.35 04/27/2021 601-49440-421990 244293 (18) Lime T-shirts; (30) Lime class T-shirts - spl 91.35 04/27/2021 602-49490-421990 Check Total: 682.50 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1476 SCHLUENDER CONSTRUCTION INC Check Sequence: 60 ACH Enabled: False 4891 pump of flammable waste tank at old fire hall 325.00 04/27/2021 101-45201-431990 Check Total: 325.00 Vendor: 4148 SHERWIN WILLIAMS CO. #3442 Check Sequence: 61 ACH Enabled: False 3300-6 (10) 5 gal paint- vandalism W Bridge 409.88 04/27/2021 101-45201-421990 Check Total: 409.88 Vendor: 5716 SIGN MAN INC Check Sequence: 62 ACH Enabled: False 3148 Address Sign for Head End 40.00 04/27/2021 656-00000-202099 Check Total: 40.00 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 63 ACH Enabled: False 03/17/2021 Reimbursement - Supplies: Cat Liter 24.18 04/27/2021 101-42700-421990 April 2nd Semi Monthly Contract Payment 1,575.00 04/27/2021 101-42700-431200 Check Total: 1,599.18 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 64 ACH Enabled: False 2066185 resale- liquor 3,515.07 04/27/2021 609-49750-425100 2066185 freight 34.65 04/27/2021 609-49750-433300 2066186 freight 18.20 04/27/2021 609-49750-433300 2066186 resale- wine 871.23 04/27/2021 609-49750-425300 2068854 freight 34.53 04/27/2021 609-49750-433300 2068854 resale - liquor 3,909.19 04/27/2021 609-49750-425100 2068855 resale - liquor 647.70 04/27/2021 609-49750-425100 2068855 freight 4.20 04/27/2021 609-49750-433300 2068856 freight 35.00 04/27/2021 609-49750-433300 2068856 resale- wine 1,770.54 04/27/2021 609-49750-425300 Check Total: 10,840.31 Vendor: 1507 STREICHERS INC Check Sequence: 65 ACH Enabled: False I1494850 jacket aleration 12.00 04/27/2021 101-42200-431990 I1494872 (6) 50/bx. nitrile gloves 67.96 04/27/2021 101-42200-421990 Check Total: 79.96 Vendor: 4006 SUMMIT COMPANIES Check Sequence: 66 ACH Enabled: False 1596204 annual fire ext. maintenance- Parks 358.31 04/27/2021 101-45201-431990 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 13 Check Total: 358.31 Vendor: 1518 TDS TELECOM Check Sequence: 67 ACH Enabled: True 763-271-3257 TDS 102.41 04/27/2021 702-00000-432100 763-295-0078 TDS - Fire 160.91 04/27/2021 702-00000-432100 763-295-2005 TDS 20.39 04/27/2021 702-00000-432100 763-295-3714 TDS 344.75 04/27/2021 702-00000-432100 Check Total: 628.46 Vendor: 4823 TRAFFIC AND PARKING CONTROL CO, IN( Check Sequence: 68 ACH Enabled: False I694115 dba- Tapco - (2) 13' alum. pole; (2) pedestal; (2) 1,207.10 04/27/2021 101-43160-421990 Check Total: 1,207.10 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 69 ACH Enabled: False 834652 resale - bottle stoppers; flasks; etc 222.96 04/27/2021 609-49750-425400 834652 resale -juice 49.68 04/27/2021 609-49750-425500 Check Total: 272.64 Vendor: 3783 ULINE Check Sequence: 70 ACH Enabled: False 132357266 (4) large wire shopping cart 1,022.74 04/27/2021 609-49754-424100 Check Total: 1,022.74 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 71 ACH Enabled: True 90280326 May 2021 - WWTP Operations & Maintenance 62,559.50 04/27/2021 602-49480-430800 Check Total: 62,559.50 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 72 ACH Enabled: True 2673581 resale - soda pop 543.15 04/27/2021 609-49750-425400 2679487 resale - soda pop 530.40 04/27/2021 609-49750-425400 2679586 resale - soda pop 218.30 04/27/2021 609-49750-425400 Check Total: 1,291.85 Vendor: 1684 VINOCOPIA Check Sequence: 73 ACH Enabled: True 276687 resale- wine 240.00 04/27/2021 609-49750-425300 276687 freight 5.00 04/27/2021 609-49750-433300 277224 freight 10.00 04/27/2021 609-49750-433300 277224 resale- wine 520.00 04/27/2021 609-49750-425300 277225 resale- wine 384.00 04/27/2021 609-49750-425300 AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 277225 freight 10.00 04/27/2021 609-49750-433300 Check Total: 1,169.00 Vendor: 3446 WARNING LITES OF MN INC Check Sequence: 74 ACH Enabled: False 226467 (50) safety cones; (8) safety tree work roadway 1,985.50 04/27/2021 101-46102-421990 Check Total: 1,985.50 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 75 ACH Enabled: False 8457 March 2021 Water Testing 272.00 04/27/2021 601-49440-431990 Check Total: 272.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 76 ACH Enabled: False 9994 Labor- Replaced Pool Light 195.00 04/27/2021 226-45126-440100 9995 Labor - replaced emergency lights - Hi -Way Ligi 210.00 04/27/2021 609-49754-440100 9995 Parts- replaced emergency lights - Hi -Way Liquc 430.75 04/27/2021 609-49754-440100 Check Total: 835.75 Vendor: 1572 THE WINE COMPANY Check Sequence: 77 ACH Enabled: True 169099 resale - wine 660.00 04/27/2021 609-49750-425300 169099 resale - liquor 58.33 04/27/2021 609-49750-425100 169099 freight 9.90 04/27/2021 609-49750-433300 Check Total: 728.23 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 78 ACH Enabled: False 7324503 resale- wine 310.00 04/27/2021 609-49750-425300 7324503 freight 5.96 04/27/2021 609-49750-433300 7324987 freight 1.49 04/27/2021 609-49750-433300 7324987 resale- wine 597.00 04/27/2021 609-49750-425300 7325513 freight 12.67 04/27/2021 609-49750-433300 7325513 resale - wine 1,756.68 04/27/2021 609-49750-425300 Check Total: 2,683.80 Vendor: 1206 WINEBOW INC. Check Sequence: 79 ACH Enabled: True MN00092862 resale- wine 528.00 04/27/2021 609-49750-425300 MN00092862 freight 9.00 04/27/2021 609-49750-433300 Check Total: 537.00 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 80 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference 4/19/2021 R155-010-052031 - 121 Broadway W - EDA- 1; 7,818.00 04/27/2021 213-46301-437100 4/19/2021 R155-010-052070 - 107 Broadway W - EDA- 1; 1,700.00 04/27/2021 213-46301-437100 4/19/2021 R155-010-052090 - 101 Broadway W - EDA- 1; 4,164.00 04/27/2021 213-46301-437100 Check Total: 13,682.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 81 ACH Enabled: True 4/13/2021 Court Fines & Fees - March 2021 7,267.66 04/27/2021 101-42100-430410 Check Total: 7,267.66 Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN Check Sequence: 82 ACH Enabled: False 1844 (365.83) T salt 29,058.25 04/27/2021 101-43125-421700 Check Total: 29,058.25 Total for Check Run: 469,354.58 Total of Number of Checks: 82 The preceding list of bills payable was reviewed and approved for payment. Date: 4/26/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (04/21/2021 - 12:07 PM) Page 15 City Council Agenda: 04/26/2021 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 04/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve new hires and departures for city departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. NEW EMPLOYEES Name Title Department Hire Date Class Dylan Cheney Streets Worker Streets 5/3/21 Seasonal Tim Genung Parks Worker Parks 5/3/21 Seasonal Charles DeGrio Parks Worker Parks 5/3/21 Seasonal Frank Holmes Parks Worker Parks 5/3/21 Seasonal Leo Schroden Parks Worker Parks 5/3/21 Seasonal William Schindele Parks Worker Parks 5/3/21 Seasonal Daniel Scadden Parks Worker Parks 5/3/21 Seasonal Alex Hoglund Parks Worker Parks 5/3/21 Seasonal Hallie Hanson Parks Worker Parks 5/3/21 Seasonal Matt Tibbetts Parks Worker Parks 5/10/21 Seasonal Keith Lent Parks Worker Parks 5/10/21 Seasonal Braydon Van Horsen Parks Worker Parks 5/10/21 Seasonal Melissa Kirby Parks Worker Parks 5/10/21 Seasonal Noah Aleckson Streets Worker Streets 5/12/21 Seasonal Matthew Martindale Parks Worker Parks 6/1/21 Seasonal Dylan Nelson Parks Worker Parks 6/7/21 Seasonal Name TERMINATING EMPLOYEES Reason Department Last Day Class New Hire and Terms City Council 2021: 4/21/2021 City Council Agenda: 04/26/2021 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ❑ Regular Agenda Item N/A 04/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 04/26/2021 2D. Consideration of approving application for three temporary liquor licenses for the Monticello Lions for the Music on the Mississippi Outdoor Concert Series at West Bridge Park on June 24, July 21 and August 25, 2021 Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 04/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve three temporary liquor licenses for the Monticello Lions. REFERENCE AND BACKGROUND The City is collaborating with the Monticello Lions to serve alcohol at the Music on the Mississippi concert series. The Lions are requesting approval of an application for three one -day temporary liquor licenses. The dates of the events are June 24, July 21, and August 25, 2021. The concerts take place at West Bridge Park. I. Budget Impact: N/A. II. Staff Workload Impact: Minimal administrative time. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the three one -day temporary liquor licenses for the Monticello Lions for Music on the Mississippi concert series. SUPPORTING DATA • Application Minnesota Department of Public Safety r Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 651-201-7507 Fax 651-297-5259 TTY 651-282-6555 Alcohol $ Gambling Enforcement APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date organized Tax exempt number Monticello Lions Club 01/01/1974 1-0156243 Address City State Zip Code PO Box 673 Monticello MN 55362 Name of person making application Business phone Home phone Roger Miller —S2/ -� 7v3.29�_-36 Date(s) of event Type of organization ❑ Microdistillery ❑ Small Brewer J,knt 2-L) T11 iA Zit+ 2 ❑ Club ❑ Charitable ❑ Religious ❑X Othernon-profit Organization officer's name City State Zip Code Roger Miller Monticello MN 5362 Organization officer's name City State Zip Code Glen Nemec Monticello MN 55362 Organization officer's name City State Zip Code Kayla Pederson Monticello MN 55362 Location where permit will be used. If an outdoor area, describe. West Bridge Park, Monticello If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. No Contracting Service If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. wks� Nno( MU414 ,� I , �v v , Da a � APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount Date Fee Paid Date Approved Permit Date City or County E-mail Address City or County Phone Number Signature City Clerk or County Official Please Print Name of City Clerk or County Official CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE.TEMPORARYAPPLICATION@STATE MN US Amo CERTIFICATE OF LIABILITY INSURANCE ��/ °ATE`"' 11/21/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endomemen s). PRODUCER West Bend Mutual Insurance Company 1900 South 18th Avenue West Bend WI 53095 cONTA Customer Care Center PHONE . (866) 926-4244 No : (262) 365-2200 ADD customercareCwbmi,cam INSURER(S) AFFORDING COVERAGE NAIC 0 ENSURERA: West Bend Mutual insurance Company 15350 INSURED Monticello Lions Club PO Box 673 Monticello MN 55362 INSURER s INSURER C: INSURER D: INSURER E : INSURER F : e+nt=Rercc nERTIFICATE NIJMRER! 19120 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER MMlDD MMiDD P LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS -MADE ® OCCUR PR S 100,000 MED EXP one S EzCtuded PERSONALaADVINSURY $ 1,000.000 A A107246 01101/2019 01/01/2020 GEMLAGGREGATE LIMITAPPLIES PER: POLICY [:] PRO- [] LOC JECT GENERALAGGREGATE $ 2,000,000 PRODUCTS -COMPIOPAGG, S 2,000.000 S OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S (Ea aeddanil BODILY INJURY (Per person) S ANYAUTO BODILY INJURY (Per eoddent) S OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE $ (Per dant) s UMBRELLA UAB OCCUR EACH OCCURRENCE S AGGREGATE S ! EXCESS LIABCLAIMS-MADE DED I RETENTION S S I WORKERS COMPENSATION PER UffF I AND EMPLOYEPZ LIABILITY ANY PROPRIETORIPARTNERlEXECUTIVE YD E.L. EACH ACCIDENT $ E.L. OISEASE - EA EMPLOYEE $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) NIA E.L. DISEASE - POLICY LIMIT $ Ifea, desaibe under D rtOF OPERATIONS below A Liquor Ltab€lity Y A1D7247 01/01/2019 01/01/2020 Aggregate 1,000.000 Each Common Cause 11000,000 DESCRIPTION OF OPERATIONS J LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached 11 more space [& requfmd) City of Monticello Is recognized as an Additional Insured with regard to Liquor Liability coverage per form NS0280 attached to this policy and with regard to the General Liability when required by written contract per form W91890. City of Monticello 605 Walnut St Monticello MN 55362.8821 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AU MORiZED REPRESENTATIVE W414- 4., 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 26 (2016103) The ACORD name and logo are registered marks of ACORD City Council Agenda: 04/26/2021 2E. Consideration of approving an amendment to the agreement with Randi Smelser as Animal Control Officer for animal control services and impound facility management to increase annual professional service fee by 3% Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 04/26/2021 ® Consent Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve the amendment to the agreement with Randi Smelser, Animal Control Officer, to increase the annual professional service fee by 3%. REFERENCE AND BACKGROUND The City entered into a contract with Randi Smelser for animal control services and impound facility management in March 2019. As part of the agreement, the annual professional service fee was set at $37,800, with $250 per emergency call. Staff is recommending approval of a 3% increase of the professional service fee effective May 1, 2021. Any further increase, after 2022, shall be set by the budget process. Ms. Smelser has demonstrated a positive active approach to improve the animal control program. Some of Ms. Smelser's achievements during the last two years include: • Implemented a Facebook page for communication to help residents with lost/found animals • Began a new rescue group for adoption of feral cats • Was certified as a Level 2 Animal Control Officer • Streamlined monthly intake data • Established a relationship with Lost Dogs Minnesota resulting in better animal redemption rate • Solicited donations for cat and dog food I. Budget Impact: The Animal Control Budget included $40,000 for Professional Services. A 3% increase of $37,800 is $38,934, which is within the budgeted amount. II. Staff Workload Impact: Minimal administrative time. III. Comprehensive Plan Impact: N/A City Council Agenda: 04/26/2021 STAFF RECOMMENDED ACTION City staff recommends approval of the agreement with Randi Smelser as Animal Control Officer to increase her annual professional service fee by 3%. SUPPORTING DATA • Animal Control Services Agreement CITY OF MONTICELLO AGREEMENT FOR ANIMAL CONTROL/ANIMAL IMPOUND FACILITY SERVICES This agreement, made this 26th day of April, 202, by and between the City of Monticello, a municipal corporation (hereinafter referred to as "city"), and Randi Smelser, an individual dba Monticello Animal Control (hereinafter referred to as "Monticello Animal Control"), sets out terms and conditions for the general purpose of providing animal control services to the residents of the city and services related to the city's animal impound facility. WHEREAS, the city has duly adopted ordinances regulating animal control, and WHEREAS, enforcement of said ordinance requires personnel to patrol and respond to service requests, and WHEREAS, the city desires to provide such enforcement through the services of a private parry who will able to respond as needed under the general guidelines provided by the city, and WHEREAS, the city owns and operates and animal impound facility, and WHEREAS, the city desires to operate said facility through the services of a private party in such a manner as to assure safe, sanitary, legal, and human treatment of impounded animals. NOW, THEREFORE, in and for consideration of the mutual covenants and conditions hereinafter contained, the parties hereto mutually agree as follows: 1. The city, and for consideration of the monthly sum as listed in Appendix A, made payable on the 15th and 30th day of each month, hereby contracts with Monticello Animal Control as the city's animal control officer for the period of twelve months from the date of execution of this agreement. 2. Monticello Animal Control hereby agrees to perform the following services as the city's animal control officer: Animal Control Services a. Provide timely response to animal calls from and for city residents (lost pets, complaints, reports of animals running at large, etc.). It is considered timely to respond to all calls during regular hours, which are scheduled from 8 a.m. to 5 p.m., Monday through Friday. b. Provide response to wildlife calls as able. Provide reasonable response for requests to reclaim or impound animals at the city's facility during the regular hours described above. Non -emergency calls will be addressed the next working day. Requests for impoundment of animals may come from city residents, city staff, the Wright County Sheriff's Department, or contracting agencies. d. Promptly respond to emergency calls from Wright County Sheriff's Department, contracting agencies, or city residents during regular hours. Responses beyond regular hours will be charged per call and determined on need and availability. e. Conduct random patrol runs and monitors care of kennels and animals within the city jurisdiction. f. Conduct periodic observation of animals in impound for sickness, injury, etc. Provide impounded animals with fresh water and food on a daily basis. Maintain a clean environment for impounded animals. g. Promptly notify an animal health professional when an animal is determined to be distressed. h. Serve as regular attendant of impound facility during "public" hours. Current public hours are 10 a.m. to 2 p.m., Monday through Friday. Public hours shall be determined by the city and may be recommended by the Animal Control Officer. i. Exercise care to ensure the humane treatment of animals. j. Lawfully and humanely euthanize and/or dispose of unclaimed and/or severely distressed and suffering animals. k. Transport unclaimed adoptable animals to adoption agencies, following legal and humane practices. 1. May sell city dog licenses and shall make report of such sales to city Finance Department and City Administrator designee. in. Maintain accurate, current records for each animal. Maintain orderly records filing systems for easy retrieval of information. n. Make timely submittal of logs and records to the City Administrator or City Clerk. o. Maintain and submit on a monthly basis a complete record of animals adopted, claimed, surrendered, and euthanized. p. Provide for public education and community outreach relating to animal control. Animal Impoundment a. Provide timely response for request to reclaim or impound animals at the city's facility during regular hours. If impound requests are made outside of regular hours, response shall be made for emergencies that need to be addressed immediately. All other requests will be addressed the next business day. Requests for impoundment of animals may come from city residents, the Wright County Sheriff's Department, or contracting agencies. b. Handle disposition of animals in accordance with legal and humane practices. c. Manage animal impound services according to written agreements between the city and contracting agencies. d. Ensure collection of fines and boarding and impound fees prior to release of animals to the owner. e. The city's Animal Control Officer is not responsible for retrieving animals outside of the city limits under this agreement. Contracting agencies may deliver animals to the city's facility if a written impound agreement is in place with the City of Monticello. Animal Care & Feeding a. Daily disposal of food and water from previous day's feeding. b. Daily washing and disinfecting of food and water dishes. c. Provide fresh food and water daily. d. Daily removal of animal waste and replacement of cat litter. e. Daily washing, rinsing, and disinfecting of kennels and litter trays. f. Routine observation of animals for sickness or injury, and prompt reporting to property authority, as needed. g. Allow dogs into outside kennel area daily, if available and safe. Recordkeeping a. Maintain accurate, up-to-date records of hours and tasks performed at the facility. b. Maintain accurate, current records of impound animals and dispositions. Maintain accurate bite reports for five years. Maintain accurate lost and found reports of animals. c. Prompt submittal of logs, financial records and fees collected to the city Finance Department. Other a. Maintain a suitable inventory of food, litter, cleaning supplies, operating supplies, and small tools and equipment for animal services. b. Keep general work area neat and clean. c. Keep supplies, tools, etc., in proper storage when not in use. d. Promptly report to Public Works Department and City Administrator of needed repairs, mechanical problems or failures, and other maintenance problems or irregularities in facility or general operations. 3. Monticello Animal Control hereby agrees to be available to provide service Monday through Friday, 8 a.m. — 5 p.m. If Monticello Animal Control cannot respond for calls for this period of time, Monticello Animal Control hereby agrees to provide and pay for a qualified, temporary back-up person during such period. Monticello Animal Control will provide emergency services after hours for a rate of $250 per call. All other service requests will be addressed the next business day. 4. Monticello Animal Control agrees to log all activity both for services and impound facility and provide a monthly report to City Administrator. 5. Monticello Animal Control hereby agrees to utilize its own vehicle to perform the aforementioned tasks, and further, to provide proper insurance coverage to defend, indemnify and hold harmless the city from any claims or violations arising from the operation of said vehicle (certificate of insurance to be provided to city). The city agrees to pay mileage to and from veterinary clinics and adoption agencies outside the City of Monticello. The mileage reimbursement shall be at the federally prescribed rate. 6. Monticello Animal Control Officer hereby agrees to obtain Commercial General Liability insurance in the amount of $1,000,000. The city shall be listed as an additional insured on the certificates of insurance. A current certificate of insurance shall be provided to city at time of contract and upon insurance renewal. 7. The city hereby agrees to provide and maintain appropriate insurance coverage for all city owned facilities and for all claims arising from charges or neglect or inhumane treatment of animals, provided that the Monticello Animal Control Officer observes and exercises all proper means of fulfilling the duties herein stated. 8. The city hereby agrees to be responsible for the following: a. Assumes the cost of animal food, incidental health supplies, pound maintenance supplies, and operating equipment. b. Sells animals licenses during city business hours. The city retains the revenues and provides the Animal Control Officer with a copy of each completed license application. Invoices contracting agencies for boarding and impound fees related to animals impounded but not claimed. The city retains the revenues. If impounded animals are claimed by an individual, they shall pay for the boarding and impound fees at the time the animal is claimed and the revenues shall be remitted to the city. d. Performs essential maintenance tasks that lie beyond the scope of the duties outlined herein or as can be reasonable expected as routing custodial maintenance. 9. This agreement shall run for the period first stipulated above and shall automatically renew itself for a like period unless a 30 -day written notice is given that one of the parties hereto desires to engage in discussion concerning the terms and conditions stated herein. 10. It is hereby agreed by both parties that this agreement may be terminated at any time by either parry, with or without any reasons, provided that the party wishing to terminate this agreement shall provide written notice to the other party at least sixty (60) days prior to the effective date of the termination. The parties hereto have caused this agreement to be executed in their behalf by themselves and/or their proper officers by their signatures shown below. The City of Monticello, MN A Municipal Corporation a Mayor Date City Administrator Date 4 Animal Control Officer Randi Smelser Date APPENDIX"A" Effective May 1, 2021, Monticello Animal Control shall be paid at a total annual contract of $38,934. Said contract amount shall be remitted to the contractor on a semi-monthly basis on the 15' and 30' of each month. The Animal Control Officer shall be paid per call for emergency after hour calls at a rate of $250 per call. Current payment amounts shall be as follows. Any further increase shall be set by budget process each year. 15t1i of the month: $1,622.25 30th of the month: $1,622.25 City Council Agenda: 04/26/2021 2F. Consideration of approving a $50 per meeting stipend for non -council Economic Development Authority (EDA) members. Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 04/26/2021 Nx Consent Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve a $50 per meeting stipend for non -council EDA members with the annual amount transferred from the City General Fund to the EDA Fund. REFERENCE AND BACKGROUND City staff recently reviewed board and commission payments following a question regarding potential payment for Economic Development Authority (EDA) members. Currently, Councilmembers receive a monthly stipend and non -council Planning Commissioners receive a $50 per meeting stipend. When considering whether to implement compensation for the EDA, city staff opted to broaden the scope to create a policy for determining when board/commission responsibility may merit payment. Within the policy, staff established criteria to use to for evaluating the appropriateness of a stipend. The criteria included: statutory authority, time commitment, ruling or recommending power, and degree of influence. Using these criteria, staff reviewed all current boards and commissions. Most boards do not meet the threshold for payment, but staff and the Personnel Committee recommend approving a $50 per meeting stipend for non -council EDA members. This acknowledges the responsibility of the board and is commensurate with the Planning Commission. I. Budget Impact: The estimated budget impact to the general fund is $6,459 per year based on 2 meetings per month. Funds would be transferred from the General Fund to be distributed through the EDA fund. II. Staff Workload Impact: Minimal impact. EDA members receiving the stipend will need to complete new hire paperwork, and the EDA liaison will be required to track attendance and turn it into the payroll clerk monthly. III. Comprehensive Plan Impact: N/A City Council Agenda: 04/26/2021 STAFF RECOMMENDED ACTION Staff and the Personnel Committee recommend approving a $50 per meeting stipend beginning with meetings in May 2021 for non -council EDA members. The EDA members were informed of staff's intent to bring this item to Council for consideration, and members did not have any comments. SUPPORTING DATA • Draft Board & Commission Payment Policy CITY OF City Policy and Mont 1eflo Procedure SECTION: ADMINISTRATION NO: ADM -01 REFERENCE: BOARDS & COMMISSIONS DATE: APRIL 2021 NEXT REVIEW DATE: JANUARY 2022 TITLE: BOARD & COMMISSION PAYMENT POLICY 1.0 Purpose The City of Monticello welcomes public participation through its various boards and commissions. These opportunities create space for volunteer civic engagement without expectation of payment. However, the responsibility of specific boards may merit compensation. This policy specifies how the City will determine eligibility for payment. 2.0 Scope This policy applies to current and future city boards and commissions, including: • City Council • Industrial & Economic Development • Economic Development Authority Committee • Bertram Chain of Lakes Advisory • Parks, Arts, & Recreation Council Commission • Library Board • Planning Commission 3.0 Payment Criteria The City will consider the following criteria in determining if payment is warranted: • Statutory Authority: Does the board/commission have authority authorized by State Statute? • Time Commitment: Does participation require presence at frequent regular meetings, special meetings, and/or workshops? • Ruling or Recommending: Does the board/commission have power to unilaterally rule on specific topics or is it limited to recommending action? • Degree of Influence: Do decisions have long-term impacts on the growth, development, and stability of the community? 4.0 Payment Process Board/commission members eligible for the stipend will complete new hire paperwork and authorize automatic deposit of the monthly payment. The staff liaison for the board/commission will track attendance and turn in request for payment to the payroll clerk monthly. HISTORY Approval Date: April 26, 2021 Approved by: City Council Amendment Date: Approved by: City Council Agenda: 04/26/2021 2G. Consideration of approving the repair of the Dissolved Air Floatation skimmer and scraper mechanisms at the Wastewater Treatment Plant for a total cost of $51,150. Prepared by: Meeting Date: ❑ Regular Agenda Item Public Works Director/City Engineer 04/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the repair of the Dissolved air Floatation skimmer and scraper mechanisms at the Wastewater Treatment Plant. REFERENCE AND BACKGROUND In February, a drive clutch failed for the operation of the skimmer and scraper mechanism inside of the Dissolved Air Flotation, DAF, sludge thickener at the wastewater treatment plant. This failure caused the destruction of the entire skimmer mechanism. It is possible the failure was related to the extreme cold temperatures that we were experiencing at that time. The DAF unit at the wastewater treatment plant consists of a basin with fine pore membrane aeration equipment. Small air bubbles are diffused through membranes located at the bottom of the basin. As the air bubbles travel towards the surface, they carry or push sludge floc particles to the surface. The damaged surface skimmer scrapes sludge from the top of the water surface to a sump where the sludge is pumped to a holding tank. Then the clear water is re-routed to the headworks building where it works its way through the plant process again. The thickened sludge goes from the DAF unit to the anaerobic digester where organisms further digest the sludge in an oxygen deficient environment. This creates methane and biosolids, which are sent to the screw press to remove excess water prior to disposal at the landfill. The failure of the DAF unit has caused the anerobic digesters and screw press to work harder than normal. All permit limits have been maintained throughout this process, but it isn't recommended as a long-term solution. Veolia's staff acquired the quotes for the repair project and will assist with managing the construction process. The scraper mechanism is a sole -source item, and a quote was received from Tenco Hydro, Inc. for $42,950. One installation quote was received from Rice Lake Construction Group. Two other companies were contacted, but no other bids were received. Installation is expected to occur at the end of May or in early June 2021. City Council Agenda: 04/26/2021 Budget Impact: The 2021 CIP includes $125,000 for WWTP Repair and Maintenance; a portion will be utilized to fund this project. II. Staff Workload Impact: Minimal staff workload impacts are expected. STAFF RECOMMENDED ACTION City staff recommends approving the repair of the DAF skimmer and scraper mechanism at the WWTP. SUPPORTING DATA • Bid documents Included with cost of Scraper Mechanism * Payment Terms: 35% with order 65% due 30 days after shipment Tenco Hydro, Inc. Bill Schmit 03/26/2021 $31,380.00 $42,950.00 Freight Total TENCO HYDRO, INC. 1 Industrial &Municipal Wastexater-Equiprnent Date: 3/26/2021 To: Veolia North America Inquiry No.: 6206-005 Monticello WWTP FOB: Shipping Point 1401 Hart Boulevard Freight Terms: Prepaid & Added to Invoice Monticello, MN 55362 Estimated Shipment: 6-8 weeks Attn: Larry Cook Item Qty. Units Description Galvanized 304 Stainless Fab Items Fab Items Rebuild Parts for DAF Skimmer and Scraper Mechanisms 1A 1 lot Scraper Arm Assembly C4-219551. Fabricated items material $16,030.00 of construction to match original components supplied. Items #1, #2, #3, #8, #14, #15, #23, and #24 are galvanized. Item #9 squeege to be 304 SS. Bearing #4 included. Fasteners, tie and guy rods, turnbuckles, and clevis pins to be 304 stainless steel. 1B 1 lot As above, but fabricated metal items #1, #2, #3, #8, #14, #15, $22,500.00 #23 and #24 to be 304 stainless steel construction 2A 1 lot Skimmer Arm Assembly C4-219550 as noted below. Fabricated $12,900.00 Items #1, #2, #7, #8, #9, #12, #14, #15 are galvanized to match original components. PVK wipers #13 and #17 included. Fasteners, tie rod assemblies, u -bolts for included items are 304 stainless steel. 2B 1 lot lot As above, Fabricated items #1, #2, #7, #8, #9, #12, #14, $18,000.00 and #15 are 304 stainless steel. 3 1 ea Browning Clutch TP30L with 26 tooth sprocket, Item #28, and $2,450.00 $2,450.00 Limit Switch Item #35, both on C4-219550. 4 1 lot Drive Half Coupling, C1018 material, (neither galvanized nor included included stainless)with roll pin, and fasteners. Item #20, #21, and #6 on C4-219550 and #6 on C4-219550 Included with cost of Scraper Mechanism * Payment Terms: 35% with order 65% due 30 days after shipment Tenco Hydro, Inc. Bill Schmit 03/26/2021 $31,380.00 $42,950.00 Freight Total 41�� RICI� LAKE CONSTRUCTION GROUP 4/8/2021 To: Veolia Attn: Larry Cook RE: Monticello DAF Rebuild Scope: Demo existing DAF and install owner furnished DAF per Tenco Hydro, Inc. quote and drawings. We are figuring on 2 weeks to complete this work. Thanks Total $8,200.00 Any question please give me a call. Greg Holm cell Phone: (320) 444-7940 Greg_holm@ricelake.org 22360 County Road 12 PO Bax 517 Deeavood, MN 56444 PH 218-54&5519 FX 218-546-7016 City Council Agenda: 04/26/2021 21-11. Consideration to approve setting the 2021 pension benefit level at $5,100 per service vear for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 04/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve setting the 2021 pension benefit level at $5,100 per service year for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members. REFERENCE AND BACKGROUND The Monticello Volunteer Firefighters Relief Association (FRA) is requesting a $900 increase to $5,100 in the benefit level used in retirement calculations. The benefit level last increased in 2018 from $3,900 to $4,200 per year. Increases were not requested in 2019 due to low investment earnings nor in 2020 due to uncertainty of the financial impacts from the COVID-19 pandemic. However, investment returns have remained steady, and the FRA pension fund has a healthy balance. Fully vested members, those with 20 or more years of fire department service, would be paid $5,100 for each year of service. Partially vested members would be paid a portion of the $5,100 as determined by years of service. The earliest fully or partially vested members can receive their benefit is age 50, regardless of when they retire. Benefit Per Year of Service $6,000 $5,000 $4,000 $3,000 $2,000 $1,000 $0 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 The following graph shows the Net Pension Asset (Liability) since 2007. The accompanying excerpt from Form SC -21 for Lump Sum Pension Plans, Reporting Year 2021, which assumes a City Council Agenda: 04/26/2021 2021 benefit level of $5,100 per year of service, shows a projected Net Pension Asset at December 31, 2021 of $477,997. The FRA is funded through contributions from the State of Minnesota. The city does not voluntarily contribute to the FRA pension fund. FRA Funding $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 $0 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 ■ FRA Ins Surcharge ■ FRA State Aid Al. Budget Impact: No impact on the city's budget. A2. Staff Impact: None. A3. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of setting the 2021 pension benefit level at $5,100 per service year for current Monticello Fire Relief Association members and a deferral rate at 2.5% for past members. SUPPORTING DATA A. Excerpt from Form SC -21 for Lump Sum Pension Plans, Reporting Year 2021 B. Statement of Fiduciary Net Position, Fiduciary Fund — Special Penson Trust Fund as of December 31, 2020 C. Statement of Changes in Fiduciary Net Position, Fiduciary Fund — Special Penson Trust Fund for the Year Ended December 31, 2020 Form SC -21 Monticello Fire Relief Association OFFICE OF THE STATE AUDITOR Financial Projections 2021 2022 Total Active Member Liabilities 992,095 1,085,982 Total Deferred Member Liabilities 203,038 213,189 Total Unpaid Installments 0 0 Grand Total Special Fund Liability IA. 1,195,133 B. 1,299,171 Normal Cost (Cell B minus Cell A) Projection of Net Assets for Year Ending December 31, 2021 Special Fund Assets at December 31, 2020 (FIRE -20 Form ending assets) Proiected Income for 2021 Fire State Aid (2020 fire state aid of $105,377 may be increased by up to 3.5%) Supplemental State Aid (actual 2020 supplemental state aid) Municipal / Independent Fire Dept. Contributions Interest / Dividends Appreciation / (Depreciation) Member Dues Other Revenues Total Projected Income for 2021 (Add Lines D through J) Projected Expenses for 2021 Service Pensions (fill in individual pension amounts below) Names: Other Benefits Administrative Expenses Total Projected Expenses for 2021 (Add Lines K through M) D. E. F. G. H. I. J. 109,065 23,261 20,000 53,500 K. I0 $ Amounts: M. 5,644 Projected Net Assets at December 31, 2021 (Add Lines 1 and 2, subtract Line 3) Projection of Surplus or (Deficit) as of December 31, 2021 Projected Assets (Line 4) 2021 Accrued Liability (Page 4, cell A) Surplus or (Deficit) (Line 5 minus Line 6) C. 1 1,472,948 21 205,826 31 5,644 41 1,673,130 5 1,673,130 6 1,195,133 7 477,997 Form SC -21 OFFICE OF THE STATE AUDITOR Calculation of Required Contribution Monticello Fire Relief Association Deficit Information - Original Deficit Information - Adjusted Amount Retired Amount Retired Amount Left Year Incurred Original Amount as of 12/31/2020 Original Amount as of 12/31/2021 to Retire 1/1/2022 2012 0 0 2013 0 0 2014 0 0 2015 0 0 2016 0 0 2017 0 0 2018 0 0 2019 0 0 2020 0 0 2021 Totals 1 0 0 Normal Cost 8 104,038 Projected Administrative Expense Enter 2020 Admin Exp here: 91 5,453 1 5,644 Amortization of Deficit (Total of Original Amount column x 0.10) 10 0 10% of Surplus 11 47,800 Fire and Supplemental State Aid 12 132,326 Member Dues 13 0 5% of Projected Assets at December 31, 2021 14 83,657 Required Contribution (Add Lines 8, 9 and 10, subtract Lines 11, 12, 13 and 14. If negative, zero is displayed.) 15 0 No required contribution due in 2022. Form SC -21 Monticello Fire Relief Association OFFICE OF THE STATE AUDITOR 2021 Maximum Benefit Worksheet * If deficit for the year, leave blank. Average available financing per active member for the most recent 3 -year period: (sum of column E divided by 3) Maximum Lump Sum Benefit Level under Minn. Stat. § 424A.02, subd. 3 5,930 10,900 A --e Aid an Fire Statd Supplemental State Aid --- B--- Municipal Contribution -- C -- 10% of Surplus * D Active Members in Relief Association -- E--- Per Year Average A + B + C / D 2020 (From FIRE -20) (From FIRE -20) (From SC -20) (From FIRE -20) 6,108 128,638 0 36,285 27 2019 (From FIRE -19) (From FIRE -19) (From SC -19) (From FIRE -19) 59886 122,639 900 23,622 25 2018 (From FIRE -18) (From FIRE -18) (From SC -18) (From FIRE -18) 59795 1309874 0 25,602 27 * If deficit for the year, leave blank. Average available financing per active member for the most recent 3 -year period: (sum of column E divided by 3) Maximum Lump Sum Benefit Level under Minn. Stat. § 424A.02, subd. 3 5,930 10,900 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF FIDUCIARY NET POSITION FIDUCIARY FUND - SPECIAL PENSION TRUST FUND DECEMBER 31, 2020 ASSETS Cash and Cash Equivalents Investments, At Fair Value: Mutual Funds Brokered Money Markets Cash and Cash Equivalents Total Investments, at fair value Total Assets NET POSITION RESTRICTED FOR PENSIONS Total Liabilities and Net Position The notes to the financial statements are an integral part of this statement. 7 $ 592 1,462,252 9,958 146 1,472,356 $ 1,472,948 $ 1,472,948 $ 1,472,948 MONTICELLO VOLUNTEER FIREMEN'S RELIEF ASSOCIATION MONTICELLO, MINNESOTA STATEMENT OF CHANGES IN FIDUCIARY NET POSITION FIDUCIARY FUND - SPECIAL PENSION TRUST FUND FOR THE YEAR ENDED DECEMBER 31, 2020 ADDITIONS Contributions State of Minnesota $ 105,377 Supplemental Aid 23,261 Total Contributions 128,638 Investment Income (Loss) Interest and Dividends 18,501 Net Appreciation (Depreciation) in Fair Value of Investments 131,118 Total Investment Income 149,619 Less: Direct Investment Expense 9,799 Net Investment Income (Loss) 139,820 Total Additions 268,458 DEDUCTIONS Audit/Accounting Fees Salaries Office Supplies Insurance Total Deductions NET INCREASE (DECREASE) IN NET POSITION NET POSITION - BEGINNING OF YEAR NET POSITION - END OF YEAR The notes to the financial statements are an integral part of this statement. 8 3,800 904 49 700 5,453 263,005 1,209,943 $ 1.472.948 City Council Agenda: 04/26/2021 21. Consideration to adopt Resolution 2021-27 and Ordinance No. 759 approving the rezoning of Haven Ridge 2nd Addition to R-1 (Single -Family) Residence District and to adopt Resolution 2021-29 to approve the final plat of Haven Ridge 211d Addition and Development Agreement. Applicant: Marc Schulte/Haven Ridge, LLC Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 4/26/21 ® Consent Agenda Item Reviewed by: Approved by: Project Engineer, City Planner NAC City Administrator Motion to adopt Resolution 2021-27 and Ordinance No. 759 rezoning Haven Ridge 2nd Addition to R-1 (Single Family) Residence District consistent with the approved preliminary plat of Haven Ridge. Motion to adopt Resolution 2021-29 to approve the final plat of Haven Ridge 2nd Addition and Development Agreement for the subdivision of 47 single-family lots in accordance with the approved preliminary plat of Haven Ridge, with the City Administrator authorized to make final revisions to the development agreement in accordance with the approved plat and required improvements. REFERENCE AND BACKGROUND Legal Description: Outlot D, Haven Ridge Request: Rezoning from Agricultural -Open Space to R-1, Single Family Residence District. Final Plat for Haven Ridge 2nd Addition including 47 single family residential lots. Deadline for Decision: 60 -day agency action deadline: May 15, 2021 Land Use Designation: "Low -Density Residential" Zoning Designation: A -O, Agricultural- Open Space Public hearing for request for rezoning of all areas within the plat of Haven Ridge previously held in conjunction with the preliminary plat. At that time, Planning Commission City Council Agenda: 04/26/2021 recommended approval of R-1 zoning for the area to be platted as 2nd Addition. A-0 zoning is applied until the time of final plat. Overlays/Environmental Regulations Applicable: Wetland Buffer Current Site Use: Vacant/Undeveloped Surrounding Land Uses: North: Single Family Residential East: Vacant/Agricultural South: Vacant/Agricultural/Wetlands West: Single Family Residential/Agricultural/Parkland Project Description: The applicants previously received approval for a 326 -unit residential preliminary plat, to be platted in multiple phases. The applicant final platted the first phase and balance of the preliminary plat into outlots in January of 2020. The current application proposes to rezone and final plat the second phase of Haven Ridge into lots and blocks, comprised of 47 single family residential lots. No outlots are proposed with the second addition. ANALYSIS Rezoning The subject site is presently zoned A-0 (Agricultural -Open Space). A-0 is the zoning designation applied to land annexed to the city but which requires platting from outlot into platted development area. The outlots within the plat are rezoned from A-0 at the time the developer brings forward final platting into lots and blocks. At this time, the developer is platting Outlot D of Haven Ridge into 47 single-family lots, consistent with R-1 zoning standards and the preliminary plat. The R-1 District has specific principal use structure size requirements along with the lot size standards that will apply. The size requirements are quoted here to ensure that developer and future builders will plan for the appropriate building sizes. The lot designs would appear to accommodate adequate building pads. 2 City Council Agenda: 04/26/2021 R-1: The purpose of the "R-1" single family district is to provide for low density, single family, detached residential dwelling units and directly related complementary uses. The minimum single family home size is required to be 1,050 square feet foundation and 2,000 square feet finishable space, exclusive of garage or other accessory use space. The Planning Commission reviewed the rezoning request for the full plat of Haven Ridge in July of 2019, including the R-1 area to be platted as Haven Ridge 2nd Addition, unanimously recommending approval of the rezoning. Final Plat This application is to final plat 47 lots consistent with the approved preliminary plat. Therefore, the Council's standard of review is whether the proposed final plat is consistent with the terms and requirements of the preliminary plat approval. The developer previously submitted and received approval for the full preliminary plat of Haven Ridge. The final plat for the 2nd Addition is consistent with the approved preliminary plat as outlined below. Annexation. The property to be platted as Haven Ridge 2nd Addition was previously annexed with the full plat of Haven Ridge and is currently legally described as Outlot D of the plat of Haven Ridge. Comprehensive Plan. The plat of Haven Ridge was approved under the prior Comprehensive Plan designation of "Places to Live", which did not prescribe specific density ranges. The development agreement for Haven Ridge provides that this designation is valid for 5 years from the time of approval. For comparison purposes, the proposed Haven Ridge 2nd Addition single-family plat is also consistent with the Monticello 2040 Comprehensive Plan guidance for "Low Density Residential" (LDR) for the site. The recommended density for LDR is 3-6 units per gross acre. The proposed density for the 2nd Addition is 2.48 units per gross acre. Environmental Review. An Environmental Assessment Worksheet was completed for the project which addressed environmental impacts. The EAW identified comments to be addressed with development. The comments have been reviewed in relationship to the 2nd Addition final plat application submittal. The consulting city engineer has provided detailed comments related to the wetlands on site, including the city's required wetland buffer standards. The applicant should address any remaining comments of the EAW which were noted as on-going conditions as development progresses within the plat. City Council Agenda: 04/26/2021 Streets and Access. Lots within the 2nd Addition will be accessed by the extension of Farmstead Avenue NE and the extension of 87th Street NE, which will connect to Fallon Avenue. The engineer's comment letter addresses these access points and roadways. Right of way shall be established as per the City Engineer and is shown consistent with city standards. With the final plat, the developer is required to plat the full required right of way for Fallon Avenue along their portion of plat boundary. No right of way vacation is necessary with the proposed plat. Block Layout. The proposed block layout is consistent with the approved preliminary plat and meets the requirements of the Subdivision Ordinance. The 2nd Addition will have a total of three blocks, with Block 1 consisting of 20 lots to the north of 87th Street NE, Block 2 consisting of 16 lots to the south of 87th Street, and Block 3 consisting of 11 lots along Farmstead Avenue NE, including its terminus cul-de-sac Farmstead Circle NE. Lots 8-11, Block 3 are accessed from the Farmstead Circle NE cul-de-sac and their design corresponds to the plat boundary and adjacent wetland. Lot Sizes and Setbacks. The 2nd Addition lot areas and widths are consistent with the R-1 zoning standards and preliminary plat configuration. Within R-1 zoning districts, the average lot size must not be less than 12,000 square feet and in no case may lots be less than 10,000 square feet in size. Further, at least 40 percent of lots created through subdivision shall exceed 12,000 square feet in area. Of the proposed 47 R-1 District lots in the 2nd Addition, all lots exceed 12,000 square feet in size with exception of Lot 11, Block 2. The plat is therefore compliant with the applicable R-1 District lot area requirements. In terms of lot setback requirements, the lots are compliant, and the usable rear yard standard has been verified where wetland buffers exist. Within R-1 Districts, lot widths must average of 80 feet, with none narrower than 70 feet (measured at the front setback line), and at least 40 percent of all lots equaling or exceeding 80 feet of width. All lots within the plat meet this requirement. The average lot width of the 47 lots proposed in 2nd Addition is 87.47 ft which exceeds the requirement average of 80 feet. Grading, Drainage and Utilities. The City Engineer's office has conducted a review and prepared a summary related to grading, drainage and utilities for the final plat consistent with the preliminary plat. A full comment letter regarding both the proposed final plat and 2nd Addition development plans are provided as an exhibit and condition of approval. 4 City Council Agenda: 04/26/2021 The developer is proposing to grade a portion of land area outside of the 2nd Addition plat boundary to support site balancing and other construction requirements. Construction plans and grading securities will be expected to meet city requirements. Sidewalks & Trails. Sidewalks are proposed on one side of all streets. The location for the sidewalks will correspond to proposed trail systems throughout full Haven Ridge plat area and are consistent with the preliminary plat. For the 2nd Addition, the developer will complete the ten -foot bituminous pathway along the east side of Fallon Avenue for 111 and 2nd Additions. Other trail and park requirements are either parts of future phases or addressed as cash contributions as a part of the development agreement and park dedication for the project. Park Dedication. A report on the proposed park dedication for the development was prepared by staff and presented to the Parks Arts & Recreation Commission on March 25th, 2021. The PARC found the 2nd Addition plat in conformance to the overall park dedication as outlined with the preliminary plat review and PARC staff report and exhibits of June 271h, 2019. For the 2nd Addition, the developer is receiving a credit to their park dedication. The developer is constructing the pathway extension along Fallon Avenue, which is not yet an urban section roadway. The developer is receiving construction cost credit only for this improvement for the 2nd Addition. Wetlands. The 2nd Addition includes 0.8375 acres of impact. The required replacement is 1.6751 acres. Impacts are due to the filling of a wetland to create roadways and lots. Mitigation for these impacts is proposed to be completed through the purchase of wetland credits from private wetland banks. The 2nd Addition also includes the enhancement of "Wetland 10" as identified within the wetland permit. Wetland 10 is within both the 2nd Addition and Outlot C of the plat of Haven Ridge. The wetland impacts and mitigation are required to be permitted under the Wetland Conservation Act (WCA) and the US Army Corps of Engineers Section 404 permits. The City is now the Local Government Unit (LGU) responsible for reviewing the plat in conformance with the approved wetland plan for the plat. WSB is the city's designated consultant for WCA review and has provided comment on wetland permits for the plat in the comment letter dated April 21, 2021. The developer is required to meet these comments as part of the plat approval and is in process. The requirements are further detailed in the development agreement. Wetland buffers are also required to be established around the remaining wetlands per City ordinance. Wetland buffers are natural, native vegetation strips of land above wetland boundaries. The developer is required to maintain wetland buffers until vegetation standards City Council Agenda: 04/26/2021 are met and annual reporting for the first 5 years after the initial planting per City ordinance. The City will be responsible for ensuring wetland buffer vegetation standards are met per the wetland district section of the zoning ordinance. The development plans detail wetland restoration and buffer establishment as required. A deposit for both the review and inspection of the buffers and Wetland 10 restoration is required. The developer is also required to implement the management plan for the required buffer maintenance per ordinance, as well as the restoration of Wetland 10. This is also reflected in the finance plan and development agreement. Development Agreement and Finance Plan A development agreement for the Haven Ridge project has been prepared, outlining the terms and conditions of approval and project development, as well as the necessary fees and securities for the development. Rezoning The 47 units of the proposed Haven Ridge will be rezoned to R-1 at the time of final plat. The balance of the plat outside of 15t and 2nd Addition will be zoned A -O until such time that subsequent additions are platted into lots and blocks. Phased Development Due to the size of the proposed development, the development agreement proposes to continue the extension of 10 years for final platting of all lots and blocks as opposed to the subdivision ordinance requirement of 3 years. Adiacent Street Improvements The developer is required to complete safety improvements to the adjacent Fallon Avenue with as applicable to this phase of the development. The safety improvements include adding 4 -foot bituminous shoulders and pathways to Fallon Avenue. These improvements are a condition of approval. Trunk Charges Trunk charges are applicable for the area to be final platted into developable lots and blocks. The developer is required to pay these charges at the time of final plat or may elect to have these charges assessed with interest across the 47 lots as specified in the agreement. Easements and Outlots. The development is required to provide a series of easements for the proposed project. These include: • Right of way per City Engineer's recommendations • Conservation easements for stormwater ponding areas 0 City Council Agenda: 04/26/2021 The development agreement also requires that Outlot E of the plat of Haven Ridge is replatted with a future phase. This will allow the outlot to be incorporated into park dedication, assessment and stormwater calculations are needed. Special Assessments The development is subject to a special assessment for the completion of prior road improvements on Fallon Avenue and 85th Street. These assessments total $7,261.72 for the 2nd Addition plat. The assessments were established on a per acre amount based on the total acreage of Haven Ridge, approximately 213 acres. Utility Credits The developer will receive a credit against watermain charges for the 2nd Addition for connection to existing utilities at Hunters Crossing. The amount of the credit is $19,497.75. The developer will also receive a credit for oversizing of watermain through the project to provide trunk capacity within the city system. The amount of credit for oversizing is being determined at this time based on more detailed project estimates. The final development agreement and finance plan will reflect this additional credit. Credits to the sanitary sewer area charge are also applicable to this phase of development relating to connection to existing utilities at Hunters Crossing. The total amount of credit applicable to this phase is $31,623.75. No oversizing of sanitary sewer is applicable at this time. Securities The developer is required to post a number of letters of credit associated with the project, including: • Public improvement security for roads, utilities, lighting, pathways and stormwater systems • Landscaping security for general site landscaping o Includes wetland buffer and restoration • Wetland management and maintenance • Site grading • Conservation easements and wetland buffer posts • Tree preservation (1 specimen tree) • Existing fenceline removal At the time of this report, staff and the developer are in process of verifying the final amounts for the public improvement and fenceline removal securities. Therefore, these line items and their escrows may be adjusted accordingly. 7 City Council Agenda: 04/26/2021 The developer is also required to post a series of cash securities. City plan review, legal, inspection of the public utilities, and wetland permit expenses are charged to these escrows. 1. Budget Impact: Review of the submitted final plat and rezoning application is covered by the submitted application escrow. Review and inspection of the development during construction will be charged against the Developer's required development escrows. The finance plan for the development provides for the necessary fees and securities associated with the development. 2. Staff Workload Impact: Staff time is as noted above. 3. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan supports continued low-density development in this area of the community. STAFF RECOMMENDED ACTION City staff recommends approval of the rezoning, final plat and development agreement for Haven Ridge 2nd addition consistent with the findings in the resolutions and contingent on compliance with Exhibit Z. 411:21I91:4 9 1►10"D _11/_l A. Resolution 2021-27, Rezoning B. Ordinance No. 759, Rezoning C. Resolution 2021-29, Final Plat and Development Agreement D. Aerial Site Image E. Final Plat, Haven Ridge 2nd Addition F. Preliminary Plat, 2nd Addition, Excerpt 2nd Addition Sheets G. City Engineer's Comment Letter, dated April 21, 2021 H. Development Agreement I. Finance Plan Z. Exhibit Z M City Council Agenda: 04/26/2021 Exhibit Z, Conditions of Approval Haven Ridge 2"d Addition Final Plat and Development Agreement 1. The Developer shall comply with required and approved wetland permits as related to the proposed plat, and with those comments of the City Engineer related to wetland mitigation, buffers, and restoration, with any substantive changes or alterations resulting from compliance requiring a plat amendment. 2. The Developer shall supply the required securities as detailed within the development agreement for wetland review, inspection and management. 3. For lots impacted by wetland buffers, at the time of building permit, applicants shall submit a lot survey that shows the buffer in addition to the conservation easements. 4. The Developer shall provide legal descriptions, exhibits and legal descriptions for all conservation easements and wetland buffers, which shall be recorded against all applicable lots and marked with posts within the development. 5. The applicant is required to address any remaining comments of the EAW which are applicable as on-going conditions. 6. Compliance with issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer, according to the Engineer's letter dated April 21St, 2021, including subsequent review comments corresponding to plan changes. 7. The Developer shall execute and record the Development Agreement for the proposed plat. 8. Consideration of comments of other City Staff. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-27 A RESOLUTION OF THE MONTICELLO CITY COUNCIL ADOPTING A ZONING MAP AMENDMENT REZONING THE SUBJECT PROPERTY FROM "A -O", AGRICULTURAL OPEN SPACE DISTRICT TO "R-1", SINGLE FAMILY RESIDENCE DISTRICT WHEREAS, the applicant has submitted a request to rezone a Outlot D, Haven Ridge (being replatted as Haven Ridge 2nd Addition) subject to its platting into single family residential lots; and WHEREAS, the proposed amendment is consistent with the long-term use and development of the property suggested by the Comprehensive Plan; and WHEREAS, the original preliminary plat for the area anticipated low-density residential uses for the subject area; and WHEREAS, the Planning Commission held a public hearing on July 2nd, 2019 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, 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 rezoning is an appropriate means of furthering the intent of the Comprehensive Plan for the site. The use of the site for low-density residential development is consistent with the City's economic and land use development objectives. The amendment results in a zoning designation that more closely achieves the goals and objectives of the Comprehensive Plan than would the current agricultural zoning. 4. The amendment results in the potential for development that would be compatible and consistent with the existing surrounding land uses in the area. 5. The resulting land uses will have impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the subject property as proposed. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council adopts Ordinance No. 759 rezoning the subject property from "A-0", Agricultural Open Space to "R-1", Single Family Residence District. ADOPTED this 26th day of April, 2021, by the City Council of the City of Monticello, Minnesota. Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL A 2 Lloyd Hilgart, Mayor ORDINANCE NO. 759 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY REZONING THE FOLLOWING PROPERTY FROM A -O, AGRICULTURAL OPEN SPACE DISTRICT TO R-1, SINGLE FAMILY RESIDENCE DISTRICT: HAVEN RIDGE 2nd ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from A-0, Agricultural Open Space to R-1, Single Family Residence District: PID NUMBER: 155-259-000020 Outlot D, Haven Ridge, to be platted as: Lots 1-20, Block 1, Haven Ridge 2nd Addition Lots 1-16, Block 2, Haven Ridge 2nd Addition Lots 1-11, Block 3, Haven Ridge 2nd Addition Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 261h day of April, 2021. ORDINANCE NO. 759 Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-29 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR HAVEN RIDGE 2nd ADDITION WHEREAS, the applicant seeks to develop a portion of the property legally described as Outlot D, Haven Ridge; and WHEREAS, the applicant has submitted a request for Final Plat to plat said property into forty-seven parcels, and develop it for single family residential use and related public amenities; and WHEREAS, the site is guided for residential uses as Low Density Residential in the City's Comprehensive Plan; and WHEREAS, the proposed Final Plat is consistent with the approved Preliminary Plat of Haven Ridge for long-term use and development of the property for residential uses; and WHEREAS, the Planning Commission held a public hearing on July 2nd, 2019 on the Preliminary Plat of Haven Ridge and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council 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: The Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of residential uses in appropriate locations. 2. The proposed improvements on the site under the Preliminary and Final Plat are consistent with the needs of the development in this location and other parcels in the area. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. The Plat provides an opportunity to support district -wide improvements and will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the City Council approves the Final Plat for Haven Ridge 2nd Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The Developer shall comply with required and approved wetland permits as related to the proposed plat, and with those comments of the City Engineer related to wetland mitigation, buffers, and restoration, with any substantive changes or alterations resulting from compliance requiring a plat amendment. 2. The Developer shall supply the required securities as detailed within the development agreement for wetland review, inspection and management. 3. For lots impacted by wetland buffers, at the time of building permit, applicants shall submit a lot survey that shows the buffer in addition to the conservation easements. 4. The Developer shall provide legal descriptions, exhibits and legal descriptions for all conservation easements and wetland buffers, which shall be recorded against all applicable lots and marked with posts within the development. 5. The applicant is required to address any remaining comments of the EAW which are applicable as on-going conditions. 6. Compliance with issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer, according to the Engineer's letter dated April 211t, 2021, including subsequent review comments corresponding to plan changes. 7. The Developer shall execute and record the Development Agreement for the proposed plat. 8. Consideration of comments of other City Staff. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract for Haven Ridge 2nd Addition," with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 26th day of April, 2021, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL M Lloyd Hilgart, Mayor 2 ATTEST: Jennifer Schreiber, City Clerk I fJ (N,,Beacon Wright County, MN Parcel ID 155259000040 Alternate ID n/a Sec/Twp/Rng 24-121-025 Class 101 -AGRICULTURAL Property Address Acreage 18.95 District 2902TOWN OF MONTICELLO 882 H Brief Tax Description Sect-24Twp-121 Range -025 HAVEN RIDGE 18.95AC OUTLOTD (Note: Not to be used on legal documents) Date created: 4/21/2021 Last Data U ploaded: 4/21/20217:45:51 AM Developed by(j Schneider GE OSPAT IAL Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑ c ❑ t ❑M Parcels Owner Address 1313 HILLWIND RD FRIDLEY, MN 55432 o err,, �.� ; ILL ,I - -I � 11 1 .. 1 r GL i y �� /� r I sill I i'N" Parcel ID 155259000040 Alternate ID n/a Sec/Twp/Rng 24-121-025 Class 101 -AGRICULTURAL Property Address Acreage 18.95 District 2902TOWN OF MONTICELLO 882 H Brief Tax Description Sect-24Twp-121 Range -025 HAVEN RIDGE 18.95AC OUTLOTD (Note: Not to be used on legal documents) Date created: 4/21/2021 Last Data U ploaded: 4/21/20217:45:51 AM Developed by(j Schneider GE OSPAT IAL Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑ c ❑ t ❑M Parcels Owner Address 1313 HILLWIND RD FRIDLEY, MN 55432 HAVEN RIDGE 2ND ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Haven Ridge, LLC, a Minnesota limited liability company, owner of the following described property: Ou tlot D, HAVEN RIDGE, according to the recorded plat thereof, Wright County, Minnesota. Has caused the some to be surveyed and platted as HAVEN RIDGE 2ND ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown on this plat. In witness whereof said Haven Ridge, LLC, a Minnesota limited liability company has caused these presents to be signed by its proper officer this day of 20 <' I h-1 HAVEN RIDGE, LLC _ 100 I _ Drainage and 187°5344'E __praina _ 'Utility Easement and 500.70 ''/ Utility Easement -,92.50 82.50 0 82.50, _90.59 111.1 -T r--1 J< 15.08 David G. Schulte, President �� if _•.1- (- 1 t°w� vz rn`. ` I �w Iwo o I o ��� o g a �tOom 'dol I' 56"E � o i 2 3e STATE OF �I h 0l h NI h 4 it too� 5 COUNTY OF I LIU 3"\0 ,Arlw7l Iz 1 f 1 z '�I to �I h tO 7 92.50 J This instrument was acknowledged before me this day of 20 by David G. Schulte, President of Haven Ridge, LLC, a Minnesota limited liability Company, on behalf of the _ J J L82.50-11 L8250 J L7774 Qw company. /ri f1 ' `Op :-30.00 L ST e1C .. 1 . v� e ,� �<<o --_ 335.24 0 S87'53'44'E - - -1-- �> .0 .30.00 - MI Signature (;) cSoM \ _yZ MfI gToo 1 x75.00, x75.00, x75.00, I _ C d, 113 113 N 1,= 5 a L_ Printed Name iu; I N (�ono' s .} of moo°ag ��o Notary Public, County, L, a� °Ito P ^� My commission expires olfv, I h i UI IT i '' m 90.00 L 7_500 J L 75 00 I I /`a •y 7500 I, Thomas R. Balluff, do herebycertify that this lot was prepared b me or under m direct supervision; that I am a dui Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation Y P P P Y Y P Y Y P w J L J 4?5 ///wry 1i //• _ e of the boundary survey, that all mathematical data and labels a 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 _ 100 315.00 boundaries and wet lands, as defined in Minnesota Statutes, Sectio505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. N87°5344"W Dated this day of 20 I I \m Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 I ¢ \ 30 STATE OF MINNESOTA I 3o k5< I e COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of Signature Printed Name Notary Public, My commission expires PLANNING COMMISSION, MONTICELLO, MINNESOTA Be it known that at a meeting held on this day of County 20 by Thomas R. Balluff, Land Surveyor, Minnesota License No. 40361. 20. the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of HAVEN RIDGE 2ND ADDITION By Chairperson By: Secretary CITY COUNCIL, MONTICELLO, MINNESOTA This plat of HAVEN RIDGE 2ND ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of 20� and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By Mayor By City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was reviewed and recommended for approval this day of 20 Wright County Engineer WRIGHT COUNTY AUDITOR/TREASURER 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 By Wright County Auditor/Treasurer Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at o'clock M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder Z 0. o� r1i O olo \ 30 130 \ I \41.45 NW 4 I� V1 8 j O 38.6, 533 S `y0° W V / O� D J� Sag1OB i 0° ] S6 t(,11 I d Q O Jg 04 S7 g loiw 0) -Pt 6 .^Jra f S9o1- oSP a oa c / YO°\� F 90�ry0 L IAm1 0A'0 ° gry'l I g \. / �a 20 C c 8J\� -41847_079.05_-J >>\ \� j X18 k9 42 Ta 14.07587%0'56"W �' s 34.26' 30 30 _1v r9..J `� .A g022456411'LW `1 o�'N3027'O5"W 19.I 1 N07°70 g8 i '� x312 15 '4412' A' .E \ 6 0 5 p W 1 i 6 V1 i '6,18 6 10 85 > i% 18 ,10 5 w S- 55 pa?g ip 1i x/11 D o° N1 91i i�\I L- > 030. \ L, 1 ds6'. mo 16A'� SxND-'�7D'2y0,�;4550°735o405, 09j„Ey3,g0\3. s\3 \ , 5 .42 v,k,` ,081 17 N 64 SO 76°43'56-° 16D=11°4046 ooA e Maxi Cos 10 4 e� - 0�a��/ / /ek h 1 3V �:ti N GRAPHIC SCALE 0 50 100 200 (SCALE IN FEET) 1 INCH = 100 FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) -------LI IL-----1-- being 6 feet in width, and adjoining side lot lines, and 12 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. Bearing Orientation: The West line of Outlot D, HAVEN RIDGE Is assumed to bear North 02 degrees 06 minutes 16 seconds East. Denotes 5/8 Inch by 14 Inch Rebar, set or to be set within O one year of recording of this plat and marked with license be Denotes Found 5/8 inch by 14 inch Rebar, marked license number 40361, unless noted otherwise F, Denotes wetlands delineated by Kjolhaug Environmental _ J Services Company in 2018 12 NU'45"2u3..W 165.03_ V Aft i'cT u'i II-�- 10j8"E 12 (A U° 01 r N79° 5 I rn 0=11°27'42" 2 Jill' til N 14 15 ;''L=76.oz zo- �a a N. til ,'L- ia6ss-J, (oM 2 II II 17.45-N87°01'28"E 41.27J L 97.46 1 Tn'p=03°57'46" e O ° 20 i X40° Ioj n ri I 6 27.16 N a 16 _ _ 145.03 - +RLS 17549 588°45'25'2 3'E n, _ F 589°06'54"E .. 30 30 n r�1 i 47.8, r 90.01 3 _ 7 � I c ry`M 1 13 W lov 145.00 13 /ls v ti�a s1 s1 0l l � of f norma--°-•-.- /rn5' 15 v_ 16 < ss7 s71s E NN II 14 '/ an / tor- -1 'I 30 i< 8�606� = Ic- 1 30 1-P @ 69 0 0 0 V J L 103.14 J L 90.01 J Ind 193 15 51.07 .`O.ry6 R=111.98 '� •,d si 1 Jim M8 ,.� A=26°07'48" C.Brg.=N11%4'05"W �o-----I '•p J. C.L.-50.6,31,' FARMSTEAD " ° r\' ^§,-' ti ?so:z28°- 1 9 CIRCLE NE O' °� ryC6 3 hMry "gym M lam `O a I 7�. nye ; M3a 1, 31 I °j�l 11 /N /p3 O�i3 10 VICINITY MAP -_(NOT 70 SCALE)- FI I I gl I I I I I I I I I I II L _I_ City of Monticello, Minnesota Section 24, Township 121, Range 25 CARLSON MSCAI N ENGINEERING \ SURVEYING \ENVIRONMENTAL HAVEN RIDGE MONTICELLO, MINNESOTA MiSySSinai Ril'fR N s1 asnf sT. rvF o sT. rvc Y SITE VICINITY MAP NOT TO SCALE 0 150 300 600 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDOt Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDOt Name 8605 S) ELEVATION = 966.55 FT. "217 ! SHEET INDEX a21 22 2c 1. COVER is is 2. OVERALL BOUNDARY is a 3. EXISTING CONDITIONS INDEX a Is Is 4-7. EXISTING CONDITIONS CALL BEFORE YOU DIG ' ,j 8. PRELIMINARY PLAT INDEX 9-18. PRELIMINARY PLAT 19-20. REMOVALS PLAN 14 ,—J ® TE & 21-24. PRELIMINARY SITE UTILITY PLAN below. — 25 GRADING INDEX Know what's Call ------------- G &oa.o 26-38. PRELIMINARY GRADIN before you dig. — ---------- ----- ---- ------ , EROSION CONTROL PLANS 39-41. DETAILS The subsurface utility mfarmation shown an this plan is utility / T1—T8. TREE PRESERVATION PLAN Quality Level D. This quality level w s determined according to the guidalmes of Cl/ASCE 38-02, entitled "Standard Guideline L1—L8. LANDSCAPE PLAN for the Collection and Depiction of Existing Subsurface Utility Data." aan""age 1f New`' ReV'a`°"a' D E N ALI I N V ESTM E NTS i (� Carlson won SURE 100 1 hereby was y that this plan, specification Print Name: Brian ]. Krysto a Drawn KRO 9/13/19 Per City Commen s y su mental Blaine, MN 55449 or report was prepared by me or under my Per City Comments HAVEN RIDGE I • (:engineering Iphone:'(763)489^7900 Itlirec[supervisionandthatlamaduly Signature: e IDesignetl:eJK I3.7/22/20PenCityComments I 1313HilwindRoad I I COVER Gf I McCain r"eymg Fax: 763 489-7959 Licensed Professional Engineer under 4.9/10/20 Per City Common- Monticello, Minnesota ( a ) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 / 41 F— I ---------- TI�'u°�o:,:; teas L\ ti, \ \ I I / / / / I i u°, — r_ l C-Ai�� C. it I I Rood Ma°p ao<um 4, Raad v-nrn UY SAV utliii iY I I I irn I — — NE 1/1 Northwest co r of Section North line of the Northwest Quarter of North line of the Northeast Quarter 24, To—ship 9e 25I r 121, flan -r-the Northwest Quarter of Section 24, -of the Northwest Quarter of Section township 121, Range 25 24, Township 121, Range 25 wrsn� aw�tr c®I I umsmmt ` C /I T / I� A 1 ` L V 1 North Quarter coy er of Section--' 3`) 1 IV 1 V f� n 24, Township 121,Range 25 I <.</ O I I� y OA ND R h JUDY NELSON PID:113-100-241201 I 7 Itg .Ie O I DAVID R & PI0:213-IDO-242JUDY NELSON202 /F�r "Y I-2� NBBry g't5°W to - I ado `l' ♦�?'e I \ OM Z \\ NOol N / Detail C NOT TO SCALE L W AIA // 7 ♦ W I I \\\\`SF �� � I awNER: ,� ;/ K �1 I ry% 4 / ♦ \ \ / DOVGLAS G ARNOLD I NV I Il� J \ �/�"•'\I I o2\ \ _85TH r W -4 I ��1 (((J �M/[� \ �V o\ \\I � STREET NE 1 I YOEXFUII I Centerline of oth Street NE / OWNER: described in Monticello Town \ \ SHANNON L BYE - I Ip1 Road Map per Doc. No. 390488 \ ` PID: 213-100-242300 ---- Lrl �T Pt 1A/ A/ v 1I I P '1 rJ '1 1 I V Yr I v f1 1 I I` y / Bee I x L1 J� Lam/ � co �' Detail A CI- 11\1 N89°22'37"E h5 �7"W .I T7 cC o I \��b ad �" 414.90 Zo N \ Rg5g5 I, -West Ilne of the of sea Detail Dom'_ \` section 24, Township -,,,I owd O 121, Ran 25 t �YYR\! �i BARBARA J O'BRIEN 9e I}+� r' PI0213-,DD-2424DD V' V I I III I/ Southwesterly right of way line- 1� OWNER: '�' MEGAN A WARFlELD-KIMBALL F X11 PID: 113-100-242302 of ice Street R per A 1 � Monticello Town 9 Mop Ir J +�� I Document No. 390488 - I I r t to } T C B -533°12'04"E South T /'I IA/ A/ L" III 1 I 4 4 �_ a4ae tine N° Northwest Quarter o/� �) ` M d 1 Southwest Corner of the 121 Section 25 wnship l V IV IV J f1 / I Ir o0o I Northwest Quarte, of Range J N89°06'39"E ti C I� _J section 24, iownenip 121, sag°f 0'07"w 2622.77 LL_ Range 25 1773.52 nt _-- -- _ — — — _---__-_--------_ r_ —__ I I Rood Ma°p ao<um 4, Raad v-nrn {PO u°nsmnt I i 3VaE�OPry'i Obi p0 m dwfry ll `i �1 ry,i W I z Township 121, Range 25 Leo— — r � a—: JERCtO A UNnEDT REV TRUST PI0:113-100-133100 ,� o W yNN I 30° K \ I 6(V oo! ts 1110 o 0 T/1 ✓7 IC 3 I IVIi co r/4 h33 ZNI I ..rr 3°p _-- -- _ — — — _---__-_--------_ r_ —__ I I Rood Ma°p ao<um 4, Raad 1 85TH -STREET , NE I I mom„ I � sa North line of the West Half of the `-Southeast Quarter of Section 23, I I III North line of the Northeast `-+Quarter of the Southeast I quarter Section 23, Township m dwfry ll `i Sq W I z Township 121, Range 25 of 1121, Range 25 2° I Of W 1 n h West Right of Way line ^� K \ I I I tint p¢ tMNot' 39104b0 / A ts 1110 'Z I �� z N I I Rood Ma°p ao<um 4, Raad 7) \ I � / / D l B Detail t rd 11 'co,'a ✓` 1 }'> rl iy r I Sq Q \ I Of 1 (17 h West Right of Way line of I Line parallel with the South line '* I I W 6 r3 ° South line of the North 854.06 feet o 0 T/1 ✓7 IC 3 I IVIi _ f he Northeast Quarts 1/ uarter of inti I Sauttheast Quarter Section 23, I rot the Northwest urter of Section 124, z m=, N c of Township 121, Range 25 northeasterly of the -_ 'A" oil th ores terly 66.00 foot--' Right of Way. line per 1.99<� \ Township 121, Range 25 A I - N sag°04'19"W 982.84 'us `=2 1326.63 W / I l ¢a' i, aa' D=05°10'11" Ow tNp' 4105 I, S A 02 %1 589°10'07"W MARK J HOLKER \\ / i ,b R=3387.50 RwKnaD_25 t I O), I t r1✓ VI _ W w 3 I OVNP,D:2t3 ; 1305.65 I^ 02 P �y / 'No I- That port of the Southeast Quarter of the Sautheost Quorler of Section 23, Township 121, Range 25, Wright County, South line f the Northeast Quarter o OWNER: man�gn�2JJp]]ttIMARHLKERNANCY a° os 'Y p J,2 I PID:2-0P10:213100-233401 \ -of the Southeast Quarter of Section I Range 25 � C FRIESEN REV TRUST--_ I 'Nod ii1312Rer ac oa3 3oO'I° par par Geodetic GSID St.fic, No. 93813 (MnDot 23, Township 121, Me Northeast 0uo , distant 99000 feel north of the Sautheost c r of said Northwest 0uorter of the Northeast Quarter to the midpoint of the West line of sold NorthweslnQuarte, of the Northeast Quarter and solid — — — — — — — — _ _ — — -- feet, or lesa, to the intersection with the westerly extension of the South lying westerly of said centerline 7) \ NE of the parcel described in Certificate of Title No. 6386.0: k�ien<e North 89 degrees 22 minutes 37 Eost, South line )eying 85 Street NE iheoporcd described in / / D l B Detail t rd 11 'co,'a I'. PARCEL 2 Sq oN \ I sv'r �) ` I h West Right of Way line of ", f No. 73zslz o / O� qa --Eisele Avenue N per ed Town Road Map \ The North 854.06 feet of the West half of the Southwest Quarter of -U-24, Township 121, Range 25, Wright �� --described in Certificate / of Title No. 6386.0 .l£ROLD A UN IIEOT REV TRUST I m=, N wI Monticello n Z Document No. 390488 A/ A 2 northeasterly of the -_ 'A" oil th ores terly 66.00 foot--' Right of Way. line per 1.99<� \ •� \ I P10:213-100-234403 I O"N m I _ C ' lit OWNER: \ ±1.99 feet South of JLM / / That part of the Northeast Quarter of the Southeast Quarter of Section 23, Township 121, Range 25, Wright County, y o I •�� MARK J HOLKER \\ / \ of Title No. 6386.0 / the East line of said Northeast Quparallarter of the 5outheasl Quarter, 437.36 feet to the point of beginning of the line I t r1✓ VI _ 5.22 __ r - / PID.213-100-243300 \ \\ 414.90 -� / / II Ime E°earns° \ N89 22 37"E /K / I- That port of the Southeast Quarter of the Sautheost Quorler of Section 23, Township 121, Range 25, Wright County, OWNER: man�gn�2JJp]]ttIMARHLKERNANCY _ I PID:2-0P10:213100-233401 \ 1. Minnesota De tmenl of Trans talion C FRIESEN REV TRUST--_ I 'Nod ii1312Rer ac oa3 3oO'I° par par Geodetic GSID St.fic, No. 93813 (MnDot Me Northeast 0uo , distant 99000 feel north of the Sautheost c r of said Northwest 0uorter of the Northeast Quarter to the midpoint of the West line of sold NorthweslnQuarte, of the Northeast Quarter and solid `.` South line of the West -� 13 W ELEVATION = 974.53 FT. AND �//' OWNER: Half of the Southeast—,_. Quarter Section 23, N r 6 DO Nb� Geodetic GSID Station No. 93803 (M,,DOt N 8605 S) DWG1-1 L STOKES-_�\ / PID:213-100-233400 L of Township 121, Range 25 II f�N DO S10 _ `•� / / South line o/ I Quarter the I of the-I� W "4 O JANE �wCORNELIUs N PID: 213-100-234400 OWNER: GARY A & LESIA A GERZEMA--_ / PID:21J-100-233402 ��\� I Northwest comer of the Southeast Northwest Quarter of the 1 Southeast Quarter r-Northeost Quarter o/ Section 23, , II of Township 121,E I ) C I �V ,-Al IVVI ly L ems.. 5, \ �\ Section 26, Township 121, Range 25 I Range 25 �_I_]— 1 - 15 c-3 _ \_--_-- } sag°o1'sa"w OWNER: 1 JA CO.R2a S I West line of the Northwest 1x A 1 3'f I I' : PI0:213-100-261101 1, Quarter of the Northeast M^ Northeast mer of the Qaarter of section 2s, G I h 7/21 Irn OF }E hE J4 OF 1}E NE 7/4 Southeast am, of the A 1 / / taP mil Township 121, Range 25 3 ♦� I I IIAN Center line of Eisele Avenue NO as I '`-Southeast quarter of (N IV p'${V Rry ?tp ( No -described in Monticello Town Road 1 Section 23, Township 121, y'� OO C�^ �3­2 '`I ap perDocument No. 390488 Rage 25 o ml I 4 Pa = , Qj 10101 I r: I\South line of the North Half of 9ry°" ,-inti Nanneaet WaTteT of inti 79TH g8•.< o =y Normeast Quart, Section 26, rownsnip 121, Range 25 --STREET / AI ✓ f1 4,53,Oy'W N00%T46"W �`. �`— — — — — - NE _ _ _ /ILL Iv 57 G West line of the North-'-------------- �. r 1Y I` J half of the Northeast 136.56 1 Midpoint on the Well line o/-% 1 Quartar of the Northeast /-�' 1 the Northwest Quarter of the I �' Quarter of Section 26. I / 589°01'35"W 1,romeoat Qaarter of season it AIDC rownahip 111. Range 2s I / 2, Township 121, Range 25 II — — -1" Ie QwNER: I I S 'u2 OF 7TE NE w4 OF THE %'� 'M'4 �— JANE C CORNELIUS IIs PI0: 213-100-261201 1/ I East line of 'he Northwest JANE C 1 O 26IUB �' `J _Qaarter o! the Northeast 3_,00_26,100 southeast came, of the Northwest I Quarter of Section 26, PD 2 y Quarter of the Northeast Quarter of--� Township 121, Range 25 n 1 L — — — — — er Section 26, Township 121, Range 25 Southwest co of the Northwest Quarter of the Northeast Ouorter 7- M01i'Isaliaele°•° R ^ 1 V —Section 26, Township 121, Range JI I jl I I Dw o -1 C.L.=169.80 ieotle Moo o ;m —t No.t'Jsa°aee`n �`` ` L-48°02'57" a R=208.53 85THSTREETNE-, " k 174.88 _ ___ __--- -- --------^ IY l7 L -- --- 447.97 A A 1 „ r - 9°10 '07"W `orfs uzv Detail A NOT TO SCALE / II PARCEL l.' OWNER: i That part of the Northwest Quarter of Section 24. Township 121. Range 25. Wright County, Minnesota, described a SEAN T & JODY L MOWRY I s follows: PID:213-100-243102 Commencin al the Northwest co r of said Northwest Quartz of Section 24thence South theSouth 00 degtees 07 I mte inus 459s ,uh, Wast, assumnng the West It.. of said Northwest Qumter bears South 02 degree06 minutes 16 LOREN I O'BRIEN sewnds West, 408.28 feet to the centerline of 85th Street NE as described in Monticello Town Road Map pm 213-100-243101 I Document No. 390488; Ihence North 48 degrees 18 minutes 15 seconds West, along the northwesterly extension of said centerline of 85th Street NE, 18.26 feel to Me West line of said Northwest Quarter, and the paint of beginning of the cel to be desmibed' In-- South 48 de res 18 mnutes 15 s ands East elm said northwester) Par 9 e 9 Y xvlh ('r7 I 3m �• Ll I tea` F I I 'J Ll,l I VICINITY MAP extension of 85th Street NE, 18.26 feet; thence conhnumg South 48 degrees 18 mmules 15 seconds East, along said centerline of 85th Street NE, 1302.04 feet, thence South 00 degrees 00 mn e, 03 seconds East, 468,91 (line feet, or lesa, to the intersection with the westerly extension of the South lying westerly of said centerline 7) \ NE of the parcel described in Certificate of Title No. 6386.0: k�ien<e North 89 degrees 22 minutes 37 Eost, South line )eying 85 Street NE iheoporcd described in / / D l B Detail t rd 11 'co,'a seconds along said westerly of said centerline of of Certificate of Title No. 6386.0 and its w atony extension, 414.90 feel to the southwesterly right f way line of 65th NOT lO SCALE \ Street NE as described in said Mmticello Town Road Map er Document No. }90488; thence southeasterly and \ souNxll, alongg said southwesterly right of way the of 851n Street NE to the South line of said Northwest Quarter; [Hence South 89 degrees 10 0] West, South line the Northwest Quarter. 17]3.52 / \ minutes seconds along said of n r of said North wast Quarter; thence North 02 degrees 06 minutes 16 seconds East, feet to the Southwest ce / \ f o / O� West line of the parcel \ The North 854.06 feet of the West half of the Southwest Quarter of -U-24, Township 121, Range 25, Wright �� --described in Certificate / of Title No. 6386.0 1 Co nty. Minnesota. 1 V JLM Found 30.58 feet Oa I\ northeasterly of the -_ 'A" oil th ores terly 66.00 foot--' Right of Way. line per 1.99<� \ •� \ I Document No. 8 39048 I The Wesl half of the Southeast Quarter of Section 23, Township 121. Range 25. Wright County. Minnesota. \ 1/2 Inch Rebar found AND \ ±1.99 feet South of JLM Westerly ext¢nsion of the / That part of the Northeast Quarter of the Southeast Quarter of Section 23, Township 121, Range 25, Wright County, \ r --South line of the parcel I / Minnesota, lying northerly and westerly of the fallowing described line: \ Poo \\ / \ of Title No. 6386.0 / the East line of said Northeast Quparallarter of the 5outheasl Quarter, 437.36 feet to the point of beginning of the line \ _ 5.22 __ r - / he described; thence westerly, el with the South Ilne of sold Nutheast Quarter "heSautheost Q ... t- to the e,,te,ly right of way line of Eisele Avenue NE, as described in Monticello Town Road Map per Document No. \ \\ 414.90 -� / / 390488; thence southerly, along said westerly right of way line of Eisele Avenue NE, to the South line of said Northeast Quarter of the Southeast Quorler and said hoe there lenninating, \ N89 22 37"E AND That port of the Southeast Quarter of the Sautheost Quorler of Section 23, Township 121, Range 25, Wright County, Minnesota, lying West of the westerly right of way line of Efs Avenue NE, as de scribed in Monticello Town Road Map per 0mnmant No, 390488. BENCHMARKS \ II PARCEL l.' OWNER: i That part of the Northwest Quarter of Section 24. Township 121. Range 25. Wright County, Minnesota, described a SEAN T & JODY L MOWRY I s follows: PID:213-100-243102 Commencin al the Northwest co r of said Northwest Quartz of Section 24thence South theSouth 00 degtees 07 I mte inus 459s ,uh, Wast, assumnng the West It.. of said Northwest Qumter bears South 02 degree06 minutes 16 LOREN I O'BRIEN sewnds West, 408.28 feet to the centerline of 85th Street NE as described in Monticello Town Road Map pm 213-100-243101 I Document No. 390488; Ihence North 48 degrees 18 minutes 15 seconds West, along the northwesterly extension of said centerline of 85th Street NE, 18.26 feel to Me West line of said Northwest Quarter, and the paint of beginning of the cel to be desmibed' In-- South 48 de res 18 mnutes 15 s ands East elm said northwester) Par 9 e 9 Y xvlh ('r7 I 3m �• Ll I tea` F I I 'J Ll,l I VICINITY MAP ELEVATION = 966.55 FT LEGEND 0 - Denotes Found Judicial Lord Mark, as noted - Denotes Set PK Nail ® - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument N 0 175 350 700 ( SCALE IN FEET ) GENERAL NOTES 1) The field work for this survey was completed on June 27th, 2017. 2 Bearin a shown are based on the West line of the Northwest Quarte, of [he Northwest Qumte, of Section 24 9 Township 121, Range 25. Wright County. Minnesota, which is assumed to bear S02b6'16"W. 3 Aboveround utilities nave been field located os shown. All unde round locations shown hereon ar 9 g e APPROXIMATE. Prior to a xcava[ions or di ontact Co her State Co, Call for an m -site location nye gging < (lop he, / ). 4) Wetlands were delineated by Kj M,,g Enwronmental Services, Inc. 5) Proposed pipeline easement shown hereon is o confinement of Me existing undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185, Doc. Na. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed pipeline easement and has not been reamded yet. 6) Easement h favor of Northern States Powe, Company dated December 7. 1951. Rled April 22, 1952 in Book 10 of Mist, page 44 as Doc. No. 166039 is undefined and will need further confinement. 7) Easement h favor of Northern States Power Company dated June 7, 1952 filed June 12 1952 in Book 9 of Mist.. page 624 os Doc. N. 186537 is undefined and will need further confinement. C Sulte100 """ ' Ihereby=fythatthisplan,specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: bis Revisions: MONTICELLO PROPERTIES 2o/ I .environmental I Blaine, MN 55449 I or report was prepared by me or under my I I I I HAVEN RIDGE I If I direct sup and that I am a duly Signature: Wi •�4'+��/ ISSUE DATE: 4/5/19 7308 Aspen Lane, Suite 114 Monticello, Minnesota McCain •engineering Phone: (763) 489-7900 ucensea Lend SMrve der P OVERALL BOUNDARY • 6Urveying Fax: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License 9t: 40361 FILE NO: 1644 Brooklyn Park, MN, 55428 / 41 rarlsonmccaln.mm extension of 85th Street NE, 18.26 feet; thence conhnumg South 48 degrees 18 mmules 15 seconds East, along said centerline of 85th Street NE, 1302.04 feet, thence South 00 degrees 00 mn e, 03 seconds East, 468,91 (line feet, or lesa, to the intersection with the westerly extension of the South lying westerly of said centerline 7) \ NE of the parcel described in Certificate of Title No. 6386.0: k�ien<e North 89 degrees 22 minutes 37 Eost, South line )eying 85 Street NE iheoporcd described in / / D l B Detail t rd 11 \ seconds along said westerly of said centerline of of Certificate of Title No. 6386.0 and its w atony extension, 414.90 feel to the southwesterly right f way line of 65th NOT lO SCALE \ Street NE as described in said Mmticello Town Road Map er Document No. }90488; thence southeasterly and \ souNxll, alongg said southwesterly right of way the of 851n Street NE to the South line of said Northwest Quarter; [Hence South 89 degrees 10 0] West, South line the Northwest Quarter. 17]3.52 / \ minutes seconds along said of n r of said North wast Quarter; thence North 02 degrees 06 minutes 16 seconds East, feet to the Southwest ce / \ along the West line of saidNorth— Quarter, 2239.29 feet to the point of beginning. W o / O� West line of the parcel \ The North 854.06 feet of the West half of the Southwest Quarter of -U-24, Township 121, Range 25, Wright �� --described in Certificate / of Title No. 6386.0 1 Co nty. Minnesota. 1 V I PARCEL 2.' Oa I\ ®��1A7 rar 10/1 i I The Wesl half of the Southeast Quarter of Section 23, Township 121. Range 25. Wright County. Minnesota. AND Westerly ext¢nsion of the / That part of the Northeast Quarter of the Southeast Quarter of Section 23, Township 121, Range 25, Wright County, \ r --South line of the parcel I / Minnesota, lying northerly and westerly of the fallowing described line: \ described in Certificate South line of the parcel ^ ' of Title No. 6386.0 1 _-described in Certificate / Commencing at the Southeast corner of sold Northeast Quarter of the Southeast Quarter, thence northerly. along \ of Title No. 6386.0 / the East line of said Northeast Quparallarter of the 5outheasl Quarter, 437.36 feet to the point of beginning of the line \ _ 5.22 __ r - / he described; thence westerly, el with the South Ilne of sold Nutheast Quarter "heSautheost Q ... t- to the e,,te,ly right of way line of Eisele Avenue NE, as described in Monticello Town Road Map per Document No. \ \\ 414.90 -� / / 390488; thence southerly, along said westerly right of way line of Eisele Avenue NE, to the South line of said Northeast Quarter of the Southeast Quorler and said hoe there lenninating, \ N89 22 37"E AND That port of the Southeast Quarter of the Sautheost Quorler of Section 23, Township 121, Range 25, Wright County, Minnesota, lying West of the westerly right of way line of Efs Avenue NE, as de scribed in Monticello Town Road Map per 0mnmant No, 390488. BENCHMARKS PARCEL 3 1. Minnesota De tmenl of Trans talion That part of the Northwest Quarter of the Northeast Worley of Section 26. Township 121, Range 25, Wright County, Minnesota lying northerly of a line drawn southwesterly from a pointao cthe East line of said Northwest Quarter of par par Geodetic GSID St.fic, No. 93813 (MnDot Me Northeast 0uo , distant 99000 feel north of the Sautheost c r of said Northwest 0uorter of the Northeast Quarter to the midpoint of the West line of sold NorthweslnQuarte, of the Northeast Quarter and solid Name Golf). line there lermi-Chg. ELEVATION = 974.53 FT. AND par 2. Minnesota Dept,ent of Trans totion That part f the North half of the Norlheoat Quorler of the Northeast Quarter of Section 26, Township 121, Range 25, Wright County, Minnesota, lying West of the centerline of Eisele Avenue NE, os described in Mmticello Town Rood Geodetic GSID Station No. 93803 (M,,DOt N 8605 S) Map PerDocument No, 390488. ELEVATION = 966.55 FT LEGEND 0 - Denotes Found Judicial Lord Mark, as noted - Denotes Set PK Nail ® - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument N 0 175 350 700 ( SCALE IN FEET ) GENERAL NOTES 1) The field work for this survey was completed on June 27th, 2017. 2 Bearin a shown are based on the West line of the Northwest Quarte, of [he Northwest Qumte, of Section 24 9 Township 121, Range 25. Wright County. Minnesota, which is assumed to bear S02b6'16"W. 3 Aboveround utilities nave been field located os shown. All unde round locations shown hereon ar 9 g e APPROXIMATE. Prior to a xcava[ions or di ontact Co her State Co, Call for an m -site location nye gging < (lop he, / ). 4) Wetlands were delineated by Kj M,,g Enwronmental Services, Inc. 5) Proposed pipeline easement shown hereon is o confinement of Me existing undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185, Doc. Na. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed pipeline easement and has not been reamded yet. 6) Easement h favor of Northern States Powe, Company dated December 7. 1951. Rled April 22, 1952 in Book 10 of Mist, page 44 as Doc. No. 166039 is undefined and will need further confinement. 7) Easement h favor of Northern States Power Company dated June 7, 1952 filed June 12 1952 in Book 9 of Mist.. page 624 os Doc. N. 186537 is undefined and will need further confinement. C Sulte100 """ ' Ihereby=fythatthisplan,specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: bis Revisions: MONTICELLO PROPERTIES 2o/ I .environmental I Blaine, MN 55449 I or report was prepared by me or under my I I I I HAVEN RIDGE I If I direct sup and that I am a duly Signature: Wi •�4'+��/ ISSUE DATE: 4/5/19 7308 Aspen Lane, Suite 114 Monticello, Minnesota McCain •engineering Phone: (763) 489-7900 ucensea Lend SMrve der P OVERALL BOUNDARY • 6Urveying Fax: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License 9t: 40361 FILE NO: 1644 Brooklyn Park, MN, 55428 / 41 rarlsonmccaln.mm (NO SCALE) ELEVATION = 966.55 FT LEGEND 0 - Denotes Found Judicial Lord Mark, as noted - Denotes Set PK Nail ® - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument N 0 175 350 700 ( SCALE IN FEET ) GENERAL NOTES 1) The field work for this survey was completed on June 27th, 2017. 2 Bearin a shown are based on the West line of the Northwest Quarte, of [he Northwest Qumte, of Section 24 9 Township 121, Range 25. Wright County. Minnesota, which is assumed to bear S02b6'16"W. 3 Aboveround utilities nave been field located os shown. All unde round locations shown hereon ar 9 g e APPROXIMATE. Prior to a xcava[ions or di ontact Co her State Co, Call for an m -site location nye gging < (lop he, / ). 4) Wetlands were delineated by Kj M,,g Enwronmental Services, Inc. 5) Proposed pipeline easement shown hereon is o confinement of Me existing undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185, Doc. Na. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed pipeline easement and has not been reamded yet. 6) Easement h favor of Northern States Powe, Company dated December 7. 1951. Rled April 22, 1952 in Book 10 of Mist, page 44 as Doc. No. 166039 is undefined and will need further confinement. 7) Easement h favor of Northern States Power Company dated June 7, 1952 filed June 12 1952 in Book 9 of Mist.. page 624 os Doc. N. 186537 is undefined and will need further confinement. C Sulte100 """ ' Ihereby=fythatthisplan,specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: bis Revisions: MONTICELLO PROPERTIES 2o/ I .environmental I Blaine, MN 55449 I or report was prepared by me or under my I I I I HAVEN RIDGE I If I direct sup and that I am a duly Signature: Wi •�4'+��/ ISSUE DATE: 4/5/19 7308 Aspen Lane, Suite 114 Monticello, Minnesota McCain •engineering Phone: (763) 489-7900 ucensea Lend SMrve der P OVERALL BOUNDARY • 6Urveying Fax: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License 9t: 40361 FILE NO: 1644 Brooklyn Park, MN, 55428 / 41 rarlsonmccaln.mm ---p - E ., �A 7�� 7� 7� c r / I � S JL JLC JLC T L' I s-I I 1 $ W \ A/K W '/'lA z I n1Ul i%K j j1vr I/ I I z L ca A MONTICELLO TOWNSHIP II URBAN RESERVE 'r z _85TH z nIC �A \ 'A'J�� ¢. ` i ` Al I ATT I z , v� .r �� ) \ \ STREET I NE D c UIW L.nl ILLJ III W -------- --- \ 1 1 V rr IV .. r1 1 1 12 1 — — — A r c•T AI L1 �60�� ° amawcr. F IEG JI I• m / J \\, 11 / o 0 Im SA m C II(I II( \ I A' r w nl IY11 I�Y '�Y nV II C �t� � L I CITY OF MONTICELLO c ' RI RESIDENTIAL V DISTRICT \.\ 11061ST K so I a T /1 IA/ At v 111 1 7 ` 7 <_ r. .1'F III` , r 1,,�X �\\ ��,� I v rr Iv r1 I 1 y i hh STREET NE-i F"fii.L_:3iur_/ C� Rve L J — — — - -- — --- -- -- -- ---- ----_- — 85TH 1 _------- si - ------- --- 1�= J��_- 85� &I� TIN v v 17- 2 5III co F - — ''"PLA TT ---- W ��v v/� ��/ o �� 1, ��� � —SHEET CC �� < < _ J I' F, W ----- _j1�� - �- — ---- - - - - - — — — — 1 - J- — - - —fj o l -- PAt7L� 4, MONTICELLO TOWNSHIP i I URBAN RESERVE a) C, MONTICELLO TOWNSHIP / / I URB RESERVE I I UI AT ; :,GRICJL.TUR„L. III ` `/i. \ I Ill -------�-- — - ---- — ------ t----- I I---------Jl f, -- - - - - VICINITY MAP N 1/21 OF TW NE 1:4 OF THE W (NO SCALE) ✓ ri4 n it 4P I N 79TH iriv 'v 'r 1 �� N �/ N ' _----- _-- sTREET __-_-- BENCHMARKS v"v JLnTT�� / U/ i '� I G =_ ---- _ =--NE r 1. Minn.. to Deportment of Trons ortater, r r . P P II J TUR A 1 .� t I nvtiV.vl..l URnl /y Ili SHEET � I I I �.I I Geodetic GSID Station No 93813 (MnDot A,1� 1 -- -- Nome Golf). $ ir2 0` THE NE '14 O TW iE ✓4 ", 1� ELEVATION = 974.53 FT. it 11 2. Minnesota Department of ortatlon Geodetic GSID Steil—No. 9380393803 (MnDot Name 8605 5) 0 175 350 700 I I I I ELEVATION 966.55 FT f,( SCALE IN FEET ) -- -- -- r,L. - I I n , City of Monticello, Wright County, MN Cl ^ Sections 23, 24 end 26, Township 121 N, Range 25 W 3890 Pheasant Ridge Drive NE, C S81te100 I hereby certifythat this plan, speciication Print Name: Thomas R.Balluff,L.S. DRAWN BY: his Revisions MONTICELLO PROPERTIES •environmental Blaine, MN 55449 or report was prepared by me or under my /y� 1. 6/21/19 - City Comments HAVEN RIDGE EXISTING CONDITION 3C. of direct susadparvislon and that I am a duly Signature: '.Yi%'w. f� ISSUE DATE: 4/5/19 Z. 91 y INDEX SHEET McCain •engineering Phone: (763)489-7900nder 3/19-cit comment: 7308 Aspen Lane, Suite 114 Surveying the irne 3.1/09/20-City comments Brooklyn Park, MN, 55428 Monticello, Minnesota 41 www Y�n9 Fax: (763) niccai 59 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 carlso Northwest cone, of Section-, ucw.e^c.•I 24, Township 121, Range 25 _—__—__—__—__—__—__—__—__—__--� r- LC v Was line of the Northwest Quarter of- \ Northwest the Quarter of Section 24, / Township 121, Range 25 xr\ T / N=1 A�� 60 I I �—r---L—J sq FARMSTEAD AVE. �a�<---«-- _ C' NI A'r11n NI^ IiVV T R \ \ I I I\ I \ 'o- 1 I \ ` '(1;') � en I I ------1 60 I 1j \ . I = 8 r A a I^i Suite 100 environmental gin ne, MN 55449 McCain I • engineering Phone: (763) 489^7900 • Surveying Fax: (763) 489-7959 Ise i\\\ III I \ _North line of the Northwest Quarter of the Northwest IQuarter of Section 24, Township 121, Range 25 e% i DAVID F &JUDY -- Fl--1-220 I I I I 1 I A 4 I/ N� ,"y i 11� , A \ f \\\ •'�\ OWNER: DOUGLAS ARNOLD §` 5I, / 1\ - '\°A\ I RIO: 21'-1'00-242203 I T n I A/ n I 1 1 I L� Ea v vI I l/ v v V n 1 t , Centerline of ESth Street NE as -,-a etl In-- ' \ \ m \' '"a. (r' Monticello To 'Pi dd Map per Doc. t PARCI L 1Ad °\ \ I\ •ro\ 1 1 ` I I I I I I °w`�leaa PID:213-1001-242300 I °\ \q ��\ K\ °vim \,\p•<n� 1 I I I I I \ N \\ \\ I Il 1OER: \ I�� ° \ ^1. \ w• \ \ y° \ 1 ` ( 1 \ 1 A PI0�2 JN0WN102300 IRte less N89 Y°22'37"E y \ I %I W \ %kms 414.90 1 I � � 1 / > � M° �° �m• `\ \ \ \\ �° \ � 'Vwf V -Finae line /� � �//�,•�� /� � � i� o� Iy y I / \ / • \ �• \ WETLAND Noit I hereby certify that this plan, specification Print Name: Thomas R. Balluff, L.S. DRAWN BY: his I Revisions: MONTICELLO PROPERTIES report was prepared by me or under my �y� 1. 6/21/19 - City Comments direct supervision and that I am a duly Signature: n/%'^^•=�a^ C/ ISSUE DATE: 4/5/19 2.9/13/19 -City Comments 7308 Aspen Lane, Suite 114 licensed Land Surveyor under 3.1/o9/zo-city comments Brooklyn Park, MN, 55428 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 __—__—__ -_—__— '_North line of the Northeast Quarter of the Northwest Quarter of Section 24, Township 121, Range 25 DAVID R & JUDY NELSON PI0: 213-f00-242202 N 0 50 100 200 ( SCALE IN FEET ) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (M,Dot Name Gulf). ELEVATION = 974.53 FT, 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Noma 8605 S) ELEVATION = 966.55 FT. C) A n I /1 r- Ci I % /-1 / v \7 L_ L HAVEN RIDGE Monticello, Minnesota I NV `Y"Y I •"r North Quarter comer of Section-= 24, Township 121, Range 25 LEGEND - Denotes Found/Set Judicial Land Mark, as noted • - Denotes Wright County Monument, as noted A 4 I/ N� ,"y i 11� , A \ f \\\ •'�\ OWNER: DOUGLAS ARNOLD §` 5I, / 1\ - '\°A\ I RIO: 21'-1'00-242203 I T n I A/ n I 1 1 I L� Ea v vI I l/ v v V n 1 t , Centerline of ESth Street NE as -,-a etl In-- ' \ \ m \' '"a. (r' Monticello To 'Pi dd Map per Doc. t PARCI L 1Ad °\ \ I\ •ro\ 1 1 ` I I I I I I °w`�leaa PID:213-1001-242300 I °\ \q ��\ K\ °vim \,\p•<n� 1 I I I I I \ N \\ \\ I Il 1OER: \ I�� ° \ ^1. \ w• \ \ y° \ 1 ` ( 1 \ 1 A PI0�2 JN0WN102300 IRte less N89 Y°22'37"E y \ I %I W \ %kms 414.90 1 I � � 1 / > � M° �° �m• `\ \ \ \\ �° \ � 'Vwf V -Finae line /� � �//�,•�� /� � � i� o� Iy y I / \ / • \ �• \ WETLAND Noit I hereby certify that this plan, specification Print Name: Thomas R. Balluff, L.S. DRAWN BY: his I Revisions: MONTICELLO PROPERTIES report was prepared by me or under my �y� 1. 6/21/19 - City Comments direct supervision and that I am a duly Signature: n/%'^^•=�a^ C/ ISSUE DATE: 4/5/19 2.9/13/19 -City Comments 7308 Aspen Lane, Suite 114 licensed Land Surveyor under 3.1/o9/zo-city comments Brooklyn Park, MN, 55428 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 __—__—__ -_—__— '_North line of the Northeast Quarter of the Northwest Quarter of Section 24, Township 121, Range 25 DAVID R & JUDY NELSON PI0: 213-f00-242202 N 0 50 100 200 ( SCALE IN FEET ) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (M,Dot Name Gulf). ELEVATION = 974.53 FT, 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Noma 8605 S) ELEVATION = 966.55 FT. C) A n I /1 r- Ci I % /-1 / v \7 L_ L HAVEN RIDGE Monticello, Minnesota I NV `Y"Y I •"r North Quarter comer of Section-= 24, Township 121, Range 25 EXISTING CONDITIONS W 41 LEGEND - Denotes Found/Set Judicial Land Mark, as noted • - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 ?$t - Denotes Light Pole v - Denotes Miscellaneous Sign O - Denotes Sanitary Manhole O - Denotes Storm Manhole - Denotes Catch Basin - Denotes Flared End Section TY - Denotes Hydrant c°a - Denotes Gate Valve - Denotes Existing Well - Denotes Guy Wire - Denotes Utility Pole o - Denotes Mail Box O - Denotes Telephone Box ® - Denotes Television F- - Denotes Hand Hole O - Denotes Electric Meter o - Denotes Gas Meter 0 - Denotes Soil Boring/Test Hole — •• — •• — - Denotes Underground Electric - Denotes Underground Gas •°• - Denotes Overhead Electric ------ -Den of as Watermain --->--->- -Denotes Sanitary Sewer » - Denotes Storm Sewer * - Denotes Existing Fence as noted - Denotes Gravel Surface 0 - Denotes Concrete Surface - Denotes Bituminous Surface - Denotes Wetlands that were delineated by Kjolhaug Environmental Services Inc. in 2018. \ / - Denotes Existing 2 Ft. Contour / • �• - Denotes Existing 10 Ft. Contour EXISTING CONDITIONS W 41 �7 n , I I ISI °"° \ � «, \a,, � �\ \' \ � y I� -Fina lm• /EC iJr- -i' � � III;l"*1� PARCEL a ,,EI A., f v 1 p.,thwssterly right of way 11n2r on 85th\ �; /IA/ n I / I I III -1/rj (� /Sfrpeet NE per Monticello Town R dd \� 5i l a i 6� LAND YY I V 6— r� 1 I �I A yl l/� Mo Document No. 390488 \ 1 WETLAND Northeast / s 1 •/" / I l corner of the I I \ South line of the Northwest ' Southeast Quarter Northwest _hwest Quarter cf/ Aw \� Quarter of Section 24, Township m I \ as Mosemant p °nnceno ro =` Z n I 1`e�ction 24, Township 121, Range 25 121, Range 25 /58910.0 y" % If 44 I W _ sl e S89°10'07"W _South Ilse of the Southeast Quarter } North line of the Northgast Qu tar \s �\ I �� \ �` rc J S rn,^ 1 Northwest Quarter of Section 24, —of the Southeast Oya r of 1 tiar • %I ` I / 11 I / .a. WETLAND / / /� l l fj' ^ / 1 P Range (/ T Township 12I. Ran 25 rmcytl�._ 23„\nship 12t;'Rang9� / I �SI i -85T4STREVf NE OWNER: BARBARA J PI0:213-100-24240-142400 /- K=LOt3.5S w I 174.88 \ � I ------- ---�-- —Map a°--NatIJ90488� ------ --- `- —cam ---- — ---- -- – = e 85TH STREET NE mw�a° — — J— — T 13-100-243102& JOOY L AIOWRYPID:2 WETLAND I \ y4 r / ss I ` WETLAND 1� ��ss� he of the It the South wes t Quoter eHof alf of — (Section 24, Township 121, / Range 25 pND- / �_ i— �� \ • � - — � I Lina par .1 -1 -me -.In use of Ise �I / a �p� -- —WETLAND f Northeast\3Qar r of the Southeast Qualls / I I o— \ / N\` \ r Section 2 Tow ship 121, Ranoe S89 982:8-4 y * v�N ( South line of the North 854�feet of \In T N -the Northwest ,"or Ir of Sectio 24, _yss S89°04'19"W >-Cren°Cre'lim. I{// I 2 ss \ / Township 121, Range 25 \ \ \ \ N N Nf A LIj 1 B I I M 0 50 100 200 v V co'-vl` oR ip 103 A .23a ,NottPPp,213.100(SCALE IN FEET ) I II I I LEGEND Io - Denotes Found/Set Judicial Land Mark, as noted I® - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument IO - Denotes 5/8 inch by 14 inch ,c or,marked with RLS 40361 I - Denotes Light Pole I- Denotes Miscellaneous Sign IO - Denotes Sanitary Manhole O - Denotes Storrs Manhole I®a ® - Denotes Catch Basin I- Denotes Flared End Section I - Denotes Hydrant oa - Denotes Gate Valve - Denotes Existing Well I- Denotes Guy Wire `q - Denotes Utility Pole Io - Denotes Mail Box --L-- BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDOt Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (Mn Dot Name 86D5 S) ELEVATION = 966.55 FT. [) A n 1 / [- 1 0 - Denotes Telephone Box KN - Denotes Television Be. ® - Denotes Hand Hole o - Denotes Electric Meter O - Denotes Gas Meter Q) - Denotes Soil Boring/Test Hole - Denotes Underground Electric - Denotes Underground Gas ox. - Denotes Overhead Electric ------ - Denotes Watermain --->--->- - Denotes Sanitary Sewer » - Denotes Storm sewer — — - Denotes Existing Fence as noted - Denotes Grovel Surface 0 - Denotes Concrete Surfoce - Denotes Bituminous Surface - Denotes Wetlands that were delineated by Kjolhaug Environmental Services Inc, in 2018. - Denotes Existing 2 Ft. Contour - Denotes Existing 10 Ft. Contour C SUIte100 ° """ ­ ' Ihera.1,=fythatthisplan,specifcation Prin[Name Thomas R.Balluff,L.S. DRAWN BY: bis Rewi—Ins: MONTICELLO PROPERTIES 5 � • environmental Blaine, MN 55449 or report was prepared by me or under my �y� 57 1. 6/21/19 - City Comments HAVEN RIDGE EXISTING CONDITIONS of direct supervision and that I am a duly Signature: �/%'^^u a C/ ISSUE DATE: 4/5/19 2. 9 1 y McCain •engineering Phone: (763)489-7900 3/19 -Cit Comments 7308 Aspen Lane, Suite 114 •sure Licensed Land Surveyor under 3.1/o9/zo-city comments Brooklyn Park, , S 55428 Monticello, Minnesota 41 YIn9 Fax: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 carlso LEGEND J Z- o-0 -Denotes Found/Set Judicial Land Mark, as noted — -Denotes Guy Wire - Denotes Sanitary Sewer ® - Denotes Wright Count Monument, a noted 4, - Denotes Utility Pole » - Denotes Storm Sewer • - Denotes Found Iron Monument o - Denotes Mail Be. - Denotes Existing Fence as noted O - Denotes 5/8 incn by 14 inch (') tabor, marked with RLS 40361 8 - Denotes Telephone Box - Denotes Gravel Surface -Denotes Li ht Pole - Denotes Television Box — ` \ 9 0 - Denotes Concrete Surface C� <�`% - Denotes Miscellaneous Sign ® -Denotes Hand Hole fJ 8— O - Denotes Sanitary Manhole O - Denotes Electric Meter - Denotes Bituminous Surface �� 71 j �_ FAR NHILL O -Denotes St.—Manhole o -Denotes Gas Met er T Denotes Wetlands that were delineated by �[� T j'i" 1 - nl 0 - Denotes Soil Boring/Test Hole Kjolhoug Environmental Services Inc. in 2018. (f) [� ,�% I Ii IO, ® or ® -Denotes Catch Basin I Ai < I �� Q - ••—»- - - Denotes Underground Electric \ - Denotes Existin 2 FG Contour � I /� �^, - Denotes Flared End Section / g LIJ • ( t -Denotes Underground Gas / aOO �� o WETLAND - Denotes Hydrant � DenotesExistingExisting 70 Ft. Contour 2 I/ -Z - Denotes Overhead Electric - <�I- <� Northwest corner of the I Da -Denotes Gate Valve--_ main / I =� £ C� �3 West Half of the Southeast--- - Denotes Water _ ci°- J Quarter of section 23 :� - Denotes Exist Well -L e a w� o<mcaime t uw .aswae r(_ �; -' 1,1! Township 121. Range 25 , I Ing wv as 21 i_szs_ —_� I �� � � I _ _ L e-ir —5'— er sur - _ �nlT _ _ _ _ —_ - _� - e —•_ _J6 _ — — — — — -96]_— rr99'3'��» ����C' wwse25 e� eTie m•<�5'39mr nr���lro \� _ 96a i! o/the Nor�Qu t I \\ .,� 6" `ve• rem - 1- C--------- I -C3- �9616'M1 ix North I —� --962- I a e- --o e Southeast Q oar of S ton / — l North Are of the we a oIf 85TH STRMETTf NE J I y.' \ m ( z3. \usurp 121 Range s of the Soathaost Qaarter f \ WETLAND / 1\OTT, 1 -of Section 23, Township �Y�\k 'I — v2i. Range 2s I ° JJ �_fen°'ee wine ANPIONY F BA• - a<�Ilne Nass \ zo \ \ \ R \\I PID: 21J-loo-2JJ101NYAI No o_ I " sw \ �I I e / —_ /I \ v A :'� V �1 V I I PARCEL 1 2 IT, \ ��� �L.I-`A ales�� ,( /Aon-r•�1V �I n•�� \ _ N 62 l \ fix,. +- •�' i ��� — _ _—_� 5B 1 00 096.9�� � I e1_"��" _ ! =o I , 4 -962 asr< ren« ND \ o' I / I r / ^ \ \ p Il I IIs I I- 1 `✓ � l '7 WETLAND 1 DwNEa: ,e ' T JERIXD A UN PEDT ftEV TRUST ��'' PID:213-1oD-zxa1DD WETLAND-''1 ,ru J WETLAND- n Al n/ 1 1 Fj a 7 v v v v 1 1 / f / 64 \ — �_ Line per iVI I with the South in; of the WET�I AND- T��. i` seatmn 23 To. ship 121. Ran / Northeast Quar f the Southeast Qua f jQ — — T" 1 N 'q 82.8 x_ South tire of the North 5f Se feet \ " N� f the Township 121, Ran�e 25f Section S 9°04'1 \ p �� Illi � BENCHMARKS I I I OWN ptN boS \ = a �Ap,p:2I1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDOt I�I Name Got c ��� `� \ P� 4 I I I ). I WW ��ly 10 atT +l ELEVATION = 974.53 FT. �o I I �/ / / l / ` I \\ \ \ II I I 2. Minnesota Department of Transportatlon Geodetic GSID Station No. 93803 (Mn Dot I J C I \ South line of the Northeast Quarter of Name 6605 S) \ / ^ \) \ \ / \ I the Southeast Quarter of Section 23, — - - — - — - I ELEVATION = 966.55 FT. _ — - Township 721, Range 25 — — — _ - — — — _a IQ¢¢Q \ J —III L4 —--_----— —I — — — — — — — '._�`)I �� ( 1� —--------- ^�^ N \\\ I W TI;L i 2 Ir i -'`66 \,/I MARK J HOLKERREUPEDT V TRUST 0 50 100 200 o I PID: 213-100-234403 W�7LAN D I o o _j i \'\ M j ,'j II [) /1 A 1 IN E- ri yl I 3 `° u (SCALE IN FEET ) � I 3890 Pheasant Ridge Drive NE, C Sulte100 -7 1hereby eertlfythat this plan, specreeation PrintName: ThamasR.Banaff,L.S. DRAWN BY: his Remsrons MONTICELLO PROPERTIES •environmental Blaine, MN 55449 or report was prepared by me or under my 1. 6/21/19 - City Comments HAVEN RIDGE EXISTING CONDITIONS 6 of d rest supervision and that I am a duly Signature:=t'/%'^=u �- 'C/ ISSUE DATE: 4/5/19 2. 9 1 City Comments •engineering Phone: (763)489-7900 3/19-Cit Comments 7308 Aspen Lane, Suite 114 Surveying ucensedLandSurveyorunder 3.1/09/20-City comments Brooklyn Park, MN, 55428 Monticello, Minnesota 41 Ying Fax: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 —Iso 5011 ICS\ i \ / --- --- -------------- '�'� - -�--- ` \\ --\------ -314400 `\ \\lam' h �\\ — — — — — I - �\ �\\\\ / /' \\oo \\ / ,' 13 LEGEND 150 0 p / // \ q 900 \ // // e .fl. \ ® - Denotes Found Judicial Land Mark, as noted I \,'�\ 1 \\ 0 313,5509 a R / / \ \ q� \ • \\ `\ `\ -Denotes Found Iron Monument /> /' /' O - Denotes 5/8 inch by 14 inch rebor, marked with RLS 40361 \\\ 14 00 eo0 313.559 eq.ft. /' /' \\ /' /' 319.564 eql \ / / \do-^ `\ \\ � N 1 �-r- / \ /� Ilzz t /1 A I 7 A 115,412 aq•ft. / �\ is Qj \\ `�\ \ \\/' SHANNON L B1E / \\ Apps \\ \��\ T'�Ote \\\\ \`\ `\ \ `\ WO213-100-142300 I ZN ,/ 11 /' /' x \ W 0 25 50 100 \\ 316.367 eq.H. \\ fc0�(SCALE IN FEET ) 150 50 \•\ `\\ °Pd)f o \\ \\ / i -i I m ` ��I \ \ O \\\ aam°°r \\ °f"°,° / 12 I \ luau aq.n. \ \ \ \ \ pAo 13 \ SHANNON L SM ND:213-1D0-242300 \ \ o \ \ \ e°eem° 117.650 aq.fL \ �la>✓j o` i5 \ \ \ \ 149 \\ � / 1 \\\ OUTLOT C \\ \\\ I I \\ Drainage and Utility Easement \ (oyer all of 0°dat 0) \\\� 30 30 1 1473.025 aq•ft. \\ N89"22'37E \ \ \ \\\ 414.90 \ r coq I 310o w `\ TI �V T /l IA/ A ` \ 00 I I \ 500.7 0 92.5 I B2.5 82.5 o I , 1 __� _ 17 � � Drainage and , r'� �U 90.6 n 1112 _ 41.4 rte\ ,z tillty Easement t°,acre 113.875 aq.Pt. 112.375 aq.ft. n 312.375 a H. r3? q. 112.623 sq.ft. ^'I I 114.694 / �'... aq.ft. g 317.589 150 50 1 1 sq.ft 10 1 I / /ry 101 yF P a9 / I ° 17 - I 92.5 ------I L_ -----J � � 82.5 I ` 87TH STREET NE �[ °� 319,89 aq.n. _ ___ \'\�\C'\\•'` \T 385.2 n �, � __+/�2j\ \\_\\ I\�\\ OUTLOT B \\ \\ 50 90.0 Drainage and Utility Easement\ (Over all of Outlot B) I\ 1 50 1 75.0 75.0 r------1----- 1 I-------1 75.0 �. \ / 20.21 ) \ / \ / / / 1 \ 1329,430 %ft. o° \ \\ \�� \\\K\ r----- 90.7 / \ 20 5 1 R Al/ 321.094 aq.ft. r \ 1 1 % 2\O 'iia. \\ ^\ 120.652 evil \I cn 1 1 1 r \ \ \ I I va Z of 3 0l 4---- _� w m n I 11 314.400 sq.ft. 312.000 eq.ft.- 31$000 eq.ft. o 312.000e ftp 5 \_—_--_---_ q / / i iN z°--E 113.3533 aq.ft. i\—_— 30 g 114.790 aq.ft. 19 J i \\ ^\} C l \ 314,935 sq.ft. 1 n \I L ------J L_ /// I / 113.327 aq.ft.JJ w ----J L__--- J 90.0 75.0\\ L IZ 1 o , 315.0 V' / / \ Vim/ i -- ISD W 3D 10 W 1 3 ./ / 1,3.027 aq.n. / '.A \ / \ 18 \ g\o+ \ Z \\ ,'� d //1 314.630 eq.n. \ ' / II 113.728 aq.ft. \ \ \ 112.756 aq.ft. \ \\ \ O\ \ / (ACarlson vlronmen[al 3890 Pheasant Ridge Drive NE, 5aitelOD Blaine, MN 55449 Irreo ceasprearedbylmeoruidermn Prin[Name: Thomas R.Balluff,LS. r report was prepared by me or under my ?laay/ DRAWN BY: KCM 1.6/21/1 1. 6/21/19 - City Comments MONTICELLO PROPERTIES HAVEN RIDGE 10 • sarin g Phone: (763) 489-7900 direct supervision and that I am a duly Signature: AA—�' ISSUE DATE: 4/5/19 Z, g/13/19 - Ci comments City 7308 As en Lane, Suite 114 P PRE LI M I NARY P LAT of McCam stir'° rvevin9 Fax: (763)489-7959 w.carlsonm«ain.com Licensed Land Surveyor der y0ru" the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 3.1/09/20 -City Comments 4. 9/19/20 - city Comments Brooklyn Park, MIN, 55428 Monticello, Minnesota 41 rterp f Sectiong24, Townshi 0121, Ran 25 Ur age and uUiity Lase nt \ - (0 all of Outlot C) er _ _ -\\\ _ \_- _±12.0405.0 1q-ft. T \\ II South line f th Southeast �\\ I �\ \\ ±473,025 aq.ft. \\ N89°22'37"E \ \ I of the Northwest --Oownter S 9°I007'W f S of Section 24, /'\>/ �\ \ \\\ 414.90 _ _ _ \ Re ship doge 25 _ I C7 i\ n n 1 T I n M r N 29.2 13 47.9 90.0 -I li / � �------ 30 30 <I to m l 7I LEGEND n ±12,012 o 91 "�/ \4 \ \ �J , ±12,266 aq.k. I sq.ft. a r \40 100 • - Denotes Found Iron Monument I / 1 I ol" 145.0 _ _ \\ r\ + O - Denoted 5/8 inch by 14 inch 1 5 of �j 'I 1 6 \ rebar, marked with RLS 40361 (SCALE IN FEET ) ±12,350 aq.k. o/ , o- --------- ,I (Carlson vironmentai 3890 Pheasant Ridge Drive NE, Suite 100 Blaine, MN 55449 82.5 500.7 90.6 � Revisiana: 1. 6/21/19 - City Comments MONTICELLO PROPERTIES HAVEN RIDGE 41.4 I in, Phone (763) 489-7900 supervision and that I am a duly Signature: .(I iQ44wy/ \\\ 4/5/19 nage on, trEaem N�\U,�o PRELIMINARY PLAT of McCain sugineer rvevin9 Fax: (763)489-7959 licensed Land Surve der yore" the laws of the State of Minnesota Date: 4/5/19 License A: 40361 FILE NO: 1644 �� Brooklyn Park, MIN, 55428 Ole Monticello, Minnesota 41 w.carlsonm«ain.com 2 3al I I I I 375 aq.ft. �l ±12,375 p.ft. I 4 0l I 5 n ±12.823 eq.fL ±14.694 aq.ft. \i- ______ 6 `L \ 1\ ±17.589aq.n. p ±r,°O,;O p7o^e°r,° \ I --- -J L-------/ 82.5 82.5 78.6 7 STREET NE o ±19,889 q.ft. 365.2 ___-_-_-_-_--� __- J/>p 1p/` 6% +/�?�� --\ ;% \\ OUTLOT B 5.0 75.0 m \ \g\ /n\\IA/ AI �`� l l 1,'w� 7\r% \fig I 75.0 Drainage and Utility Easement\ ( t329�430 s0i{ft.t B) \ r----- �2I ' 8 `fir2 20 / ±21,094 q.ft. ,pa i \O r I ±20,652 aq.ft - J �l I 3I I I 4 - - - aq.ft±,2000 sq.fL �'6-ool \\„ 1±12,000 q.f 305b ±13,353 q.ft 30 II I / ±14.790 q.ft I / / 6 I ±12,827 q.ft. \ ±13,327 aq.ft. \ \nl -J L-- ----I 0 L -J 5.0 315.0 75.0 _ ' C7 10 P 3 ^/ / ±13,027 eq•k. 30 18 \ A N \ 2 �, \\ I ±14,630 aq.ft. / n II ±13.728 sq.ft.\ {�` y \ ±12,756 q.ft. \ / / 1 � ` u \ �6a✓ \ \ 9 � �'\ \ �5g 5� / �\ I I � 160 � � cp \ \ ±12,757 q.ft. / / / \ `j \ ±12,404 q.ft. ±13,980 q.ft. / i\ \ ±12,617 q.ft. I % Southwesterly 9FT f a.Y 1 I t \ ds'!' / / \ 9 u \\ �' \\ \ \� \\ I,ne of 85th Street�ger Monticello Town Ro°d M°� I I /> 16 \ ,� `I 1 n / /\ \ ±12,126 sq.rt. / ` / L / / \ 1 \ ±12,773 eq.ft. \ .\ �j 4 \ ±12,795 eq.fL \ o I Document No. 390466 p \ \ \ /�\ ±13.420 aq.ft. \\ \\ I �- � -----165.0 -----\ \\ W\ \�- 151. _ �I Drainage and Utility Easement (o' e) / 86.1 �\ 78.9 w; -ofaq.ft. >211 --1 '� 1 3 1 O %^±13.241 r----- ------ 'ml aq.fL \ ±1z.eao aq.n. \\ / / \ 14 m I I I 5 ±1z,90e a n. q. li D n A 1 i5 r- ') 1 \ n v v �_ r �\ \\<N of 1 5 I I ±12.073 sq.n. �9 \ / / \ \ ±12,034 aq.fi I IL _ J _--_-146.6 -_- lot �- \ ±11,854 s fL / / \ >6 L_ y, 60.141.3 --- -- _ 30 - - 30 --___ 11 o t t 3 0 97.5 6 South line of the Northwest rterp f Sectiong24, Townshi 0121, Ran 25 /' _ _ -\\\ _ \_- _±12.0405.0 1q-ft. T South line f th Southeast �\\ _e� - ,'. --- ,,, ----��-ice` ---� _ `--- � � -\,-L/y-±12,028 �k. B-__\_-! -_- \-- , I \---168.3--�- of the Northwest --Oownter S 9°I007'W f S of Section 24, /'\>/ �\ \ \\\ 87TH STREET NE _ _ _ Re ship doge 25 w M r N 29.2 13 47.9 90.0 -I li / � �------ 30 30 <I to m l 7I LEGEND n ±12,012 o 91 "�/ C 25 50 \ �J , ±12,266 aq.k. I sq.ft. a 10 o 100 • - Denotes Found Iron Monument I / 1 I ol" 145.0 _ _ J + O - Denoted 5/8 inch by 14 inch 1 5 of �j 'I 1 6 _ - rebar, marked with RLS 40361 (SCALE IN FEET ) ±12,350 aq.k. o/ , o- --------- (Carlson vironmentai 3890 Pheasant Ridge Drive NE, Suite 100 Blaine, MN 55449 Iherebycertifythat thisplan, specification Pri"[Name: Thomas R.Balluff,LS. r report was prepared by me or under my direct DRAWN By: KCM Revisiana: 1. 6/21/19 - City Comments MONTICELLO PROPERTIES HAVEN RIDGE 11 in, Phone (763) 489-7900 supervision and that I am a duly Signature: .(I iQ44wy/ ISSUE DATE: 4/5/19 Z, g/13/19 - Ci commence 7308 Aspen Lane, Suite 114 P PRELIMINARY PLAT of McCain sugineer rvevin9 Fax: (763)489-7959 licensed Land Surve der yore" the laws of the State of Minnesota Date: 4/5/19 License A: 40361 FILE NO: 1644 3.1/09/20 -City Comments 4. 9/10/20 - City Comments Brooklyn Park, MIN, 55428 Monticello, Minnesota 41 w.carlsonm«ain.com 10 313.027 q.ft. / 30 1 $ \ A \ \ \ / \ 314,830 a .n \ M !3 2 \ q /^ 11 \ 313.726 aq.rt. \ {� y \ 312.756 sq.rt. \ \\ -_� '0 m\ j i,z.7s7.q.n �/, o \ �11 /� r�\ 17 312.34 aq.fL \\ 313.980 sq. k. / / / i\ \ 312,617 aq.fL tp ion04 ZN -�' / a ' /' 12 / /� s\\ \ m 2 l 0 3,2.773 e n \ 312.795 a ft. V 30 : 313,420 aq.k. //// I � n r /♦ T 1 AI L A I \\ // //' 86.1 78.9 � ., I; l/ IV r 1 ' .. ` , ' // 10 w ° \ / / 13 11010------ 1 F------- /> w `\ 313,241 aq.rt. j 1 ` 312,9110 q.k. <14 i 14 I 312.073 sq.k. of 15 ° I 312,908 an ,I 312,034 aq.n.14-6.6 L > ------ //0 JI I N i --- I 311.654 aq.ft'0�"// / `\2sJ 7s l ----- L------- J < - 30 0 o v' i "� O ` i Townshi 121, R / 41.3 I `` N� / O j South line f th CJ T 5$" m � e Northwest � \ \ North line of the Northeast Q—tell ' o ' \ m°'o o' ° �/ ° �' , Quarter of Section 24, / - \ / i of the S°utnenst Duurter of S-til N89°O6'39'E /� \ 1 2 \\� -- ___-- _ o __— -- / I i,ao4o a 23, Township 121, R°n9e 25 t-2622.77 i2' .11. _ \_-__-__ B� —_\� �___-__—__ �^ �__ n 168.3 ^ } 9•k• 7.97 _�a�__-_ �r--_ i-__— .? \/ ?'9 __ � 1450 9. —__�-��—_ �u� 1 \` �� I _--_—_�-I----------J 589W 0'07"W ille s7.e m: 36.7 ;�_o^ ao. .o (� < / / n 87TH STREET NE gy0 \. ` 312,028---------- / s ♦ �� eq.tt. / r -r s I 6� w°o ,u. ,u< �� ,� ,e. �-- �m// /'/ / � 8-a _ 29.2 — 30 -------------- ---_-- Iw 6� 0 11 `�� v / / 13 /----_a79 1 r-- g0-o- 30 - .J 7 I / �� ��' I q m l I 7 I M sO 66 tt \ 7 \ / m/ / W i,z mz aq.ft m Pe J I wc, go ♦ I \ 112.266 eq.rt. ^ / / I N Z 1g2 C ' 14 / $° '`r• �' 0 1 >v< .m. ,u. wl� ,a. .u. m I / / I I i,z.3so aq.o' 3 n "I / �I I 16 l � U os I ' �, , i `, ✓ I l � I f—I----------� 1,260, s9f312,646 q.k. qa`;, 3 E6}2,61 30 '\0 N _ o 'o T6-ft• + �• 90.0 30 n 6. w ` 76 'a"At. i 'y2"432 v 1 a 1°as \J L--------J L------J SS� I '� d^��/ "Egli \ 2 / o ' \ 103.1 I `� - P 'Pry * I N O 1 ,u. , w 193.1 — 1 318,610 aq.fL - {; ��/,°0 'j60 w 2,4'',2 aq.H• `N o I T /l I A .. �.� i -- \ V }2432 �• N \ }' Z 1 I ll vv 1 v f1 o-147 a I d 2812 sa wn ,. _�. �. ._, / ,ih\ /'' ,u. 1 m 50 16,0 *1 g14 aq•H' a "u< \ / �' \ .w, 11 .tt• \ � 16D � ♦� / -'L- ; `' \` y0; y; -31 aa.8 N J / ,I� 'o 2 agft• N /` \ / }24 2 }2440 8Qw *Rgi2 3 o '60 `♦ �w- ,m. ,u, ,uv ,u� ,m. ,u, \ ' / / / 314,349 aq.k. j6C ,� ,�gp6 4�- \, OUTLOT D 1 o I* 4 Drninnq end utility Easement 3 East line of the (01,899,920 Ove°II of Butlot D) OU TLOT the Southeast Quarter Northeast Q°urter of -. I : - \k\ 899,920 q.tt '1 - \`1 ♦\\ - 191,664 sq.ft. f Setio23, Twhp 121, Rage 25 `\ 'I I—Jµ oiaoW\%11 g ♦8z.0 Lso In �3 00 //� 1 O JQJ '' ti 1 >e< ,u. yl,. ,u. ,m. ,IE u, `\ /' 326,608 eq.k./ / 1 0 `L5' 0 2J, ahrt,� 30 1\ ♦ / % / 323.257 aq.rt. �2? M ° \ m/ TM�B s $? ti° tia�y� ° �v0 S,- 1 069 w \` 1 ---- % '^ 4?0I d'� Flo ���// O/. \° w'o }Sp2e 4 `\1\ •x$egos g �1y� ytryV �0 2 w� ` o ♦` O41 � IOs.o ,(�� �� w 0q�'�}1. ♦ 1128 \��J l I 1 ti. yt? JB2 °R1101 f "'^ ' I \. ,t+ • �� 2 ? xo i 'S^ wo1`�y°rysG'^�A3I 7Jm ° 1 /JNoO /oy'�''° `0 v`\' 3 II DR a?N?% m/9 1 L323 GV 66R4.ry2 0 1 il (I 5.612.9 ^1^ O 5 3.32w�33 / o'aszB �)n n I °9.•p LEGEND 44 "Denotes Wright County Monument, as noted 0 25 50 100 '1 , 3 \� ! /y O • - Denotes Found Iron Monument 3 1 x' i N ° O - Denotes 5/8 Inch by S Inch (SCALE IN FEET ) 0, �' 3?, ' �(� _ � - `ti .�? �?3 � " o rebar, marked with RLS 40361 dry' ro� 2JV sz4 a 1� I 3890 Pheasant Ridge Drive NE, /'� C• ���I�On Suite 100 1 hereby certify that this plan,specification Print Name: Thomas Balluff, LS. DRAWN By: KCM Revisions: MONTICELLO PROPERTIES J` oilman al Blaine, MN ss449 report was prepared by me or under my 6/21/19 -City Comments HAVEN RIDGE 12 • sarin direct supervision and thatIamaduly Signature: �,.sPx�i�i/ ISSUE DATE: 4/5/19 2.9/13/19-Ci Comments 7308 Aspen Lane, Suite 114 of McCam s°91° g Phone (763) 489-7900 Licensed Land Surveyor der City P PRELIMINARY PLAT rvevina Fax: (763)489-7959 yore" 3.1/09/20-City Comments Monticello, Minnesota the laws Of the state Of Minnesota Date: 4619 license#: 40361 FILE NO: 1644 4.9/10/20-City comments Brooklyn Park, MN, 55428 41 w.carlsonm«ain.com REMOVE PAVEMENT & CURB & GUTTER AS NEEDED TO INSTALL WM EX. 6' WM REMOVE STREET J1 REMOVE STORM SEWER I I I I �I SEE RIGHT SEE LEFT\ \ \\ `, 5 REMOVE STREET & TRAIL FOR STORM SEWER CROSSING \REMOVE EXISTI ,. FENCE REMOVAL OF 85TH STREET NE TO BE COORDINATED WTH ROUNDABOUT CONSTRUCTION \\4o %I "° VAS \ w. °'• V -� � � � �� � �'� v II \ \ \ slj REMOVE EXISTING GRAVEL DRIVEWAY .I 14 REMOVE EXISTING / FENCE / I M \ a\ I \I PROTECT EXISTING FENCE "a\ REMCEOVEIEASTING %\I FEN REMOVE EXISTING FENCE / I I r- REMOVE EXISTNG� FENCE t \ 1\ G \ f—' PROTECT EXISTING FENCE FEN EXISTING REMOVALS PLAN LEGEND EXISTING REMOVALS \ PROPERTY LINE BITUMINOUS GRAVEL--------------- ,�ICONCRETE REMOVAL 0 i i� BITUMINOUS REMOVAL I� / BITUMINOUS REMOVAL SAWCUT-------- i RETAINING WALL REMOVAL FENCE REMOVAL HYDRANT YP GATE VALVE W W LIGHT POLE Y.ox A ELECTRIC BOX ❑ SIGN TREE '{ SEE TREE PRESERVATION PLAN TREELINE rYYY1 FOR REMOVALS N 0 50 100 200 IN FEET ) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. �00°9e nVe 1VC' Re"Ili31 DENALI INVESTMENTS i (� (� Carlson environm Suite , MI I he C as y aloa this plan, or under my Print Name: Bran J Krys O a Drawn KRO 9/13/19 Per City Commen 1 7 I ental I glalne MN 55gg9 m I or report was preparetl by me or under my I 12. 1/9/20 Per City Comments I I HAVEN RIDGE I I • .engineering phone: (763)489-7900 direct superVIM.n and that I am a duly Signature: e Designed: BJK 3.7/22/2oPerCityComments 1313 Hillwind Road REMOVALS PLAN of McCain I •surveying Fax: (763)489-7959 Leaned Professional Engineer under 4.9/10/20 Per City Comments Monticello, Minnesota / 41 i the laws of the State of Minnesota Date: 4/5/19 License k: 25063 Data: 4/5/19 Fridley, MN 55432 1 I I I; REALIGNMENT OF 85TH STREET (BY OTHERS) i z I S v m REMOVE & REPLACE EX. PAVEMENT & CURB & '�, I w 1 `� •y GUTTER AS NEEDED TO INSTALL WM i REMOVE EX REPLACE W/8". /! ; - ` a i /i �\ ✓I'� CORE DRILL &CONNECT - CONNECT TO TO EX. MH. REFORM it I' I I Ia i 2 i INVERT AS REOU IRED. I I i 98070 4 I I L , rNV -W/�% ^ 'INV. 937.14- 3 �\ I 17 REMOVE & • I `• v'� 4 EX.RE= 959.11 - T \ x^ \ INV. 935.05 J, STREET \ ' / ` •\ .w\\� INV. 935.20 \'.: �„ EX.INV. 935.05 f 1 REMOVE & I i Ceeg°y°•" ;p•.- W'r REPLACE I1 IG YP.) \�' •� ^\ I j a C°t°ill !ems if STORM SEWER \` G^e:eQei"y w,7Rg.1 FUTURE I6"x8" \? �F ,'Fi .\2g/ 6 X )\• ^\ I w�€ " *„`'' CROSS \ I! . ja^` S� 'E�o }q \ �t 963 OS\ ^\^ I I j AS °j\\� I� �cf `\ \ INV. 938.43 \ FILTRAS BASINH>,>\ I IN 1 'to� • f \ I\N\V \9< w38A.' im' 7 SAWCUTLL & MATCH XTLET T EBITUMINOUS MISTING 2 M 4' BITUMINOUS 8 SH3 \ X. I I 4 I I OUTLET "InI L Rj STRUCTURE `•� ? V ' IF= 963.20 �\ • •`V R ; m \,\ \ Ip' NV 940.03 R i W II OU TLOT C POND zf lj i \NV. -SE y 1 r I /6 \\ ,�\SEE \RIGHT , . I I �� 1v I 2 �, II I I I iJr \'•` �� 7 II II II i 4 +4 Sli Poll ---- OND \ •'� � � �__-__-__-__-__-_____-____-__-__ li io E ss1. sl 6\ ° \% \ , 60 - I CONT T -� / �'�•.�� I p ` NECINV. 952801 EXISTING a1 111 p�R- - ---------fHON ss1.2o-sE `fi, •V` 1 I 1 Y a,J, I d ` 8 ,�\ , ��, <' .•VA^\ I 951.30-W 34' `_ I 87T�{_5 --- ', - .I -- ---ate �TREETNE ----- _ 14 ••.w 11 vc-s '8 A 16•x12' cposs (PLUG 16" _ncKu ,0 •„y7_ I rREMOVE IREPLACEI i� -:�_-.__i \ h.` 11� a e.,�`;'�. �• •\ 1 & 12 ..H I � I r \ I s 1 I I �. `� � J � f I' PAVEMEN A i � v i - I ` RE- 968.67 \ I TO�' NV. 41.63 -NW •\ t NV. 41.73-5 I^ .,------- I- I v. s4a N �•�, ••V I N snwcuT. MILL II _ -----^� � �.� ,11; � \ti I & MATCH EX. il1 2 3 4 5\-�.., I V. 944.32-�`�, BITUMINOUS 140 19 / �I I •. II II „ II ;r ` 4' BITUMINOUS SHOULDER { L \\ � .� - ____4T 8 ` _--i�� 1, -- 2-N I �\�, 11 N\1 •ee ul��\� �\`�`\ �'� � i \\ � \� I \ \'\ I ass g 1 18 2 \'\ `�`y�� \ \�� T�0 �\.0 8^ G ^\ 10. 957.45 • ."" A8 \ 3 �C973.Nc . e217 - I INV V II I �-------------- - - - /12 p 16 �\ RE= 962.60` l 1 '1 \�� •� ::��� aim _ '�,®°. I. \ ,\ ,\ 1 I ,g, to \ wV. 946.12 I 1 'S \ INV. 946.22-5� OU TLOT B OUT \ � I LOT D I I I e \ �I' b •\ 1 SEE SHEE13 T 22 \ I I `IINV. 949.92 I I CNV. 948.92 ` Illi 1 •\ \ \ .\ \�y`� ;`� \ ,t\ I \ \ II 5 TEMPORARY �IT. � II coNNEcnoNI 10 \k` �I r I ------ \� `\"�\ "fi �•�� •�. '\ •`i\ t 1 s I ' \ , 1 ` II{{ e.� C I J _ RE- 963.19 •` _- `------- I ______ `1 INV. 946.78- - _ _ _ _ _ - - -'�,- __________ �tl-___ _ __1__-_--__- __ ________ \a.�\J \'\ \ `\ I -- (T �! / --------------------- \�------- s4asr.�. - -- - - - .�;�.:_-Sas. -- ou" t 1 a�� I I � _ r e `� !• � '1!\ 1 sA . V 13 INv, 11 .72-E r947.82 -W 14 o 15 6 IA II II II �Io J 1 I WETLAND I III N'i I , 1 9629.94 t �- BENCHMARKS Via" 1 \\\ \ WETLAND #5 \ ( INV. 949.84-N lal�;\` ` 9E 1� l 60 NV. 4 4-S , 1 \ \ WETLAND #5 I 1. Minnesota Department of Transportation Nor,acetic GSID Station No. 93813 (MnDot Name Golf). }A OUTLOT D , I / \ I T-- li ELEVATION = 974.53 FT. E 63.29 50.54-NNI III II 0 50 100 200 2. Minnesota Department of Transportation \ RE 1.22 \ \ \ Geodetic GSID Station No. 93803 (MnOot INV. 94.7 SE \ \ \ \� 11 Ji I Name 8605 S) .948.1 \\ \ !\\ 10 (IN FEET) ELEVATION = 966.55 FT. 3890 Pheasant Ridge drive NB, Revisiona: DENALI INVESTMENTS T)Carisqn viron $Mite 100 1 herebyrerti y that this plan, specification Print Name: Brlan ]. Krysto a Drawn KR0 Per City Com ent s 21 mental glaine,MN55449 or report was prepared by me or under my PerCikyComments HAVEN RIDGE PRELIMINARY SITE & engineering phone: (763)489-7900 tlireasupervisionandthatlamaduly Signature: e Designetl: eJK 3.7/22/20 PerCltyI mments 1313 HfllWind Road of McCain('surveying Fax: (763)489-7959 LicensedProfessionalEngineerunder 3.9/PB/20PerC:,Comment Y Monticello, Minnesota UTILITY PLAN 41 ww.cadsonmccain.com the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd atltl. & Ph. 2 gratling Fridley, MN 55432 0155120011,11, �� I ^'fir �" 0- � 1 �•� SHEET' <s 7 SHEET 31 SHEET 32' 01 PIPM SHEET 33 r SHEET 30 I SCha. 1 ill I I G IC• /�� � � \���III� •� )1� rt- LEGEND WETLAND QUALITY EXISTING PROPOSED PROPERTY LINE STRUCTURE SETBACK(FT.) EASEMENT LINE HIGH CURB LINE 100 BITUMINOUS 0 0 CONCRETE 0 0 SANITARY SEWER --- 60 STORM SEWER 15 WATER MAIN—^ ----DENOTES OVERHEAD UTILITY -- - - - - - -- MEDIUM STORM CATCH BASIN 50 STORM MANHOLE 0 OUTLET CONTROL STRUCTURE Q MANHOLE 50 HYDRANT 15 GATE VALVE 60 TELEVISION BOX 15 TELEPHONE BOX 84,512 UTILITY POLE MANAGE 2 RETAINING WALL 30 FENCE 10 10 CONTOUR -- 29,928 2' CONTOUR --- WETLAND 7 FEMA FLOOD PLAIN HIGH WETLAND LINE 60 WETLAND BUFFER 0 64,056 00 SPOT ELEVATION x EXCEPTIONAL HIGH I.O.F. EMERGENCY OVERFLOW 4 15 000.0 SILT FENCE ........................... WETLAND 9 TREE FENCE •-••-•••-•••-•••-•••-••^ LOW TREELINE ................. 50 SOIL BORING 15 H 5,861 GRADING LIMITS •••••••••••••••®•••••••• MANAGE 2 WETLAND BUFFER SIGN 30 50 L�orss Posr WETLAND SUMMARY 18,855 M WETLAND FILL = 87,854 SF (2.0 AC) O WMC WETLAND BUFFER AREA = 586,790 SF (13.5 AC) REQUIRED WMC WETLAND BUFFER AREA = 516,229 (11.9 AC) NOTE: WETLAND REPLACEMENT CREDITS TO BE PURCHASED IN LIEU OF ONSITE REPLACEMENT. TOTAL WETLAND MANAGEMENT CLASSIFICATION WETLAND QUALITY AVERAGE BUFFER WIDTH(FT.) MAXIMUM BUFFER WIDTH(FT.) MINIMUM BUFFER WIDTH(FT.) STRUCTURE SETBACK(FT.) EXCEPTIONAL HIGH 75 100 50 15 MANAGE 1 HIGH 50 60 40 15 MANAGE 2 MEDIUM 30 50 10 15 MANAGE 3 LOW 25 50 10 15 WETLAND NUMBER WETLAND CLASSIFICATION WETLAND QUALITY REQ. AVE.MAX. BUFFER WIDTH (FT.) BUFFER WIDTH (FT.) MIN. BUFFER WIDTH (FT.) STRUCTURE SETBACK (FT.) REQUIRED AVE.BUFFER (SF) PROPOSED BUFFER (SF) WETLAND 5A MANAGE 1 HIGH 50 60 40 15 153,278 156,346 WETLAND 5B MANAGE 2 MEDIUM 30 50 10 15 28,715 35,852 WETLAND 5C MANAGE 1 HIGH 50 60 40 15 84,314 84,512 WETLAND 5D MANAGE 2 MEDIUM 30 50 10 15 29,928 34,520 WETLAND 7 MANAGE 1 HIGH 50 60 40 15 64,056 64,176 WETLAND 8 EXCEPTIONAL HIGH 75 10050 15 131,222 186,668 WETLAND 9 MANAGE 3 LOW 25 50 10 15 5,861 5,861 WETLAND 10 MANAGE 2 1 MEDIUM 30 50 1015 18,855 1 18,855 �>m TOTAL 516,229 1 586,790 N ts^ -"'= HEET 36 I y , - s _ .n„ p 0 125 250 500 �>m (IN FEET) _ BENCHMARKS SHEET 341. Minnesota Dep rtment of Transportation Gs.d93813 (Mn Dot SHEET 35 Name Galt). r ELEVATION = 974.53 FT, III w.a i 2. Minnesota Department of Transportation j i( Geodetic GSID Station No. 93803 (MnDot Name 8605 S) i I L I I ii ELEVATION = 966.55 FT. onm ental 3890 Pheasant Ridge Drive NE, SMi,M1 Blaine, MN 55449 hereby rens y that this plan, specification Print Name: Brian ]. Krysto a orreport was prepared y me or under my Drawn Revi5ion5: 9/13/19r City Commen s 2. 1/9/20 Per City Comments DENALI INVESTMENTS HAVEN RIDGE 't L5 T)Carisqn I Phone: (763)489-7900 direct supervision and thatIamaduly Signature: e Designetl: eJK 3.7/22/20 Per CltyComments 1313 Hillwind Road GRADING INDEX of C In :engineering su rveying Fax: (763)489-7959 LicensedPrafe55ionalEngineerunder he laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 4.9/10/20 PerCltyComments 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 Monticello, Minnesota 41 ww.cadsonmccain.com WETLAND 9 II I .I• I�•''•'� _ I j �\ `\ \\/' /' �\� s hk > s? � C � ` �, ss ��. � \\B>o. �� 7: I 9s\ < 100 YR HWL 123 = 957.8 I I � � • - o A 2 \ �\ 10 DAY SNOWMELT 100 YR B -B HWL = 957.9 WERAHa CLA59naaWIX! nHA°E I I I : ..: (�� 6' s ? /' / \ *•( .f -(.j \ 7�\ �.\\ WER.WD WnuTY ° LOW a I �• I I I \ \\ \ \ \� / / �/' / V y 63 \ ' \ / \1 `l\]q kf \�J� \�'l \\I\`�d\\ :j-1 �` aso. nvE. aurrtR W (rr.) so 1 : 7,5 MAK BU- NIDTI (rrJ so I, i .•.•' I II I I \\T. 1 22 s;auon, sEre�«a ;e 6 4 J� oa.�„��, A V --_-_- % r4:aulREo ava. aura (sr) s.ee, � , 1 • � �, .... ` / I I \ \ \ \ \ \ \ , / {S?f / • � \ "q\ \ / /' i9 \ � ) - - PROPoseo r \ / 6S '� / sA n 3s, \ \• .--•\ \ \`tel f +' • ' ` I I I i �\ \\ `� \�%/Y/ 121 9 MAP KEY` 38 30) 2 IV I �•� �� �� s6� � ss2 v�sazza\v vv v V ' <v 120 /' �M �� �� ' I �SSJ ', ®wia,o III 1 \\�` �`��\ \\ N = 954 \ ss ••. / / > R 9 I F t Tw7s.05os \ \ 37 a °°\ \ \ ` �� \ \ \ \ s • / SF / n'.t \ s < / ^ 1 ®en 2.D'y- \ \ N SNOWMELT ,rHWL = 957. \ \` \ s?� // s \ w 1 eew7z. / RTAININ \\ 36 3 HWL = 957. �v ` s oq ra v w7ds5" ALL 1 \ \q°/ A ���� A v A v A\ 11 �q' 0$a�q,� e• / s) 14 ew ]�.o i�� �.� °+, AV II` ° \ �\ \ ° q \\\�\\ \ ` �\\ \ \`\\\\ \moo \ \ `' v/ 9�Or� ^ /✓ s�• �s ss/ I s� s RETAINING WA MATERIA�\ \ \ \\ 3 TO BE PROVIDED35 L �� \`°\\ \ °\ \ �� \ \ 1 �• / / 6o S J / \�" ewizo PRIOR TO INSTALLA190N. 0 25 50 100 II a9 � ��, °• °v _ v �� `� � � _-� � `:� 118 ,�,° � � �,<o � �� `\ Vvv \ \��� (IN FEET) \ a c�nolNG SPALL Go , v BENCHMARKS � �`,� v 9� BEYOND E PROP UNE v A v I� I I I dodo °X°°° ea\ \ w< \ \ ., �; \\ �\ \J '� 11 �, \ \ •�. w I `\ ,\ Geodetic GSID Station No. 93813(MnDot 1. Minnesota Department f Transportation % II� I p000000+8 �°"• Ige000�0000noo°°o° ;�'A°�°�'°\O�O°°Oo°°°°o'000vaoteoo� \.�/� � `'\/,A "°\" \!�°°�\�° /mo\a iv. �` \�V���a `\\��\ �\��\\ \.��1•1 ''�/' /' // �s?s�.° °/ 6,`•s }i• � sm•I II ®®�mon 'o \ � b J ���\/\ vv�AA\'���\�.��e`. vv Nome Golf). �ogog ELEVATION - 974.53 FT. 2. Minnesota Department o f TransportationtionIEX. POND10 N, Geodetic GSID Station No. 93803 (MnDot 8605 S) I�°000 ° ATION = 966.55 FT. °off ° oo� � I� I °�° o �T Q q'�°°°�°°°°°°°°°°°ems � \ °\\• °" � s> � � � �' �••52-5 700-'00-- 9"J :s K- ♦ 4 di �o Q7 )R Sbp 9q 0 �i7 "- 9g�+BS�.-A- A A sz�a �� A� �.� �\ 0000a° 3,eo�o�o�o°� / ��°v v �v ��� :� 3 �,yA n �\ oi�v � I �, I � °a$O�p° ° °°0000°@�o°° 9�q ° 7 / -' V �!A� •a a•$ a• '\, \ � � I � vi� � �\ R GR NG ALL GO / \ , j r �\ \ \ \, A �j o goad � �� li \ °®® BEYOND PR PERTY UNE \ \ � I Jas I � +i'� ° \ I � J /✓/• / / � � � '� ��,� `.l \ • °o o°o ° • o°o o°°o 0 i0&000900\III o°J I I � "S I . vim° v \V\`"Vvdv / Ex.72.1iRE° dKaa Ex7t.9 POND 100 °,< �.\ \ � � � � ° � / , f �£ NWL = 949.0 / 10 DAY SNOWMELT = 953.1 100 YR HWL = 952.7 \^+.100 YR B -B HWL 4 = 954.3 / ��\ \ ngb\�\ �\� ✓ I I v.y / / 'IoT \ \ I I m I V lO II i - --- as.o�sso -- as0 so.a -- �° \ 7 p \ ` : `• \\�!� \ \ _� / // a�% J. I �.56.6 I I j-lli � -�- --�y=-____-_- _--_-___ „/zi��_� _=/T ,�Z a9.5 ��\\ 44.0 39.7\S' / !\ay I I. � we: °s 1 •\ !` \� ,,; \�\\�• \ / / / / 966'130 I 1 Ick„✓ �fi",. �`-� p�:' �•'\• �� �!! I��T� �� ��V�VA / // AI r r ( 132 �lil III 957:59'97' 5 957.0 I r Q1 I I r�--15 / �� �\ j I I `"" vciuxo awiv� KUEoiuu� •wig I �� \�! I I\�� \ate\ \w \; w°�9y/ / /� 99577 .5 957.5 0 957. 957.5 l I I I WO WO Wu x, 1 i �It/ / �� ` EaUcumo�avE. �a��(� ,aasss \• \� lG ��� ... \\/,-`� I I sss.o G \ ' O\2 j \ \ % I RPRaPoseo Runrrs ,aeu I ,�\w, / /�` •.•',;a.'•.•.'.• /"+.�i'� w°\ 965.0 6 . l I G \ 965.0 � � / 9S O '\ � � � '� .. %•' •' I ' \ °^• I I \ \ � � ! '� �!�.. \ � 87TH STREET NE \ \ .'f.: r.' 1 w aw. ��<. •i`.•.•.. \�\ 13 ( ' I \� ww(( ,lo :::.:. ! . \..'..:::_:::.•:• w• �� i� I 63.0 82.8 62.3 � J/ / k B �� \\ x9�.�.•._4 .. ,%- -. ;!'• 1 I \I°,°� / tea,_ � �.•.�,(/•.���. :d ��.�,.•.•...\ice`\ v >� '� ��« a600 --- � I -� 6,s 9xs��0 � � s t:•:•.:':�`l. °t" \ �%a,a�� �"' fS. /• 7: ��\�3'•'\`•w��A: �:!`':':':w' �0/"S > / \ '-` - ♦ G- �Q\\[\\ °Y I % l• .'/.' •-'�}:`...;:.\. Jc\ � � �� \ 12 / / \\ \` �i� `' "° y\\�� •. �:.:. �\ �..`:b...•. •. EL 98 p 8 61: u\ � • \ I � � \ !' \ p ,.85 62.6 0 so \ , \ i••.'.a. �S 50 V.C. 63.0 Oy, ti. o •\ . \ � I � - ` v `"• � � F - - m - 83.0 1 I � � le- I 2 I � I' I 984. G l- I __ 8 s 4 < O �' •/ 1a \� "' ': w ��' \"/'�"•�'Y °�.\ tea_ ��I SEWO \SEWO SEWO , k o\> �I; e ;S / \ �r `" �! ISEWO S T v. v 1 \.-. 7 li i. 9s1.2 ssoe ( ssls ) sso.5 / \ \ \ I �' � I I l I 961.2 960.8 981y / � 6° � � 1 �� -- ---- - -- �° I I � � ,� •». � I I 174 173 4 \ 9602 O^\ �sEE SHEET 28 o a� 0 m '14s�,'. 172 s o f 00 I I 171 170 / � ' I-1 1 II-- s6 75 1� �r J L -----JI I I I c / .'rte\•. / J+0 3890 Ph¢aaant I:idB¢ Drive NE, Bevi6ion6: DENALI INVESTMENTS T)Carisqn onm $Uite 100 1 hereby rens y that this plan, specification Print Name: Brian ]. Krysto Drawn ➢1m 9/13/19 Per Ci Commen sental BlaineMN 55449 or report was prepared by me or under my 2.1/9/20 Per CCtyComent HAVEN RIDGE PRELIMINARY GRADING 27 engineering Phone: (763)489-7900 directsupervisionand that Iamaduly Signature: � 2 Designed: eJK 3.]/22/ 20 PerCltyComma", 1313 Hillwind Road of McCain I'sur"eying Fax: (763)489-7959 License dPmfessionalEngineerund¢r 4.9/10/20 PerClryComments Y Monticello, Minnesota & EROSION CONTROL PLAN 41 ww.cadsonmccain.com the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 535 1 I III \ \ N �I II� � •I h � v�'r'. °°°°ooA I •v 4''/�i, �,.v,� v ,,�`,,v I °�� � a s �� 1 V /, "y\'arra \ ml° EX.72.1 aTg93@ ssk. p POND 100 NWL = 949.0 10 DAY SNOWMELT = 953.1e � 28 100 YR HWL 9MAP KEY5 100 YR B-B 54.30 25 50 100 _ (IN FEET) 30 I I I � w, BENCHMARKS ,. Minnertatian I __ 49.0---------- \ .•.♦.•• <•. � . \ � \ 50.0 a \ •�!\ !\��'�\C �I �\`irk `" Geodetic GS ID Station No. 93813 (MnDot s Nome Golf). 36 ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation __ I 1 I I� I \ 1 I r,Jlr �� `\ 1'G �\ ,`I•. Geodetic GSID Station No. 93803 (MnDot / 3 Name eeos s) �$�3=�=-- T ELEVATION = 966.55 FT. MNmIUM �e �lb°1• .� �� I !� ` 957.5 957.0 / I I . REo. AVE. auFfER wERR xtolx (Fr.) au��x•iom ((Fr.) (r.j a • \-\ \I RESTMauuicRmaaAVEsEre�AcK PROPOSEp euiifR 1e,eSS\� ! .� I I I L- � J L � o a H { 94. / / ��>S // / \� \\ •f�` � 1 � I A,,\,„. \'�"" / `�� �%'� �� \. � cVi\r `a��1ro`1i\cm I 964 � J � m �� I K / 134 \ \ . �. `� \ I \� O � ' �iz•'•'•'•:'.'.•:'.•.�� I ; I I 61.8 L L h I �<) /\ '.'I. . . . %. ._ � W I \w/�cy . '•' . .!'.' `e'. . . . . . �' \ i S�a \ �1 \ I/ 62.5 63.0 62.8 / / �� \ \ / .�•. / JII\ /�Y / .v Y �•. \`. .,. •.....,. •. M°. `�1 �\ 1 Y ��-� �--_-�__ � \ Lg /� � `s�'0 �i � � s �....'.`�` i \. - /� / /` � '%•.'�T��� ��Z• \��..LL.r'.'... � �\ \�w Irl 1.13% I 's I .'/. ��`•'. `.` `• 1 �- 0 09, 0. �0% 6L.6 ��- O \ / R (� / / \ / }//% I\i+' 77"\ \\ x� / �7'1� � \ \\ \ '`S �\.•. ^+- I I H 2+ *\ �.. e J / \ f V� �� \ ��•. \ tel/ •••'"'�`,�a•.'. f \'�\ \`� \ �:` �`.w.�'. � �a° I r 981.85 62.8 63.0 O6 \ � \ >�'�' \ :/ ':•.' \ \ t.'. .\.\� � '� �� \ ° - - 50' V.C. 63.0 - 0.? 4Po F / ,\ � • � S \ . / � °+• _ _ �\ \ \ ` \135 6y O �.0 � •� T ( 2 I rnW � W� �. � �,� �` \\// p / / \ ` � , ..... •: �.. ��� ,°, +1 y � r1 /�\ r 'I i I� I� SEWO I I �SEWO � SEWO � � G , I4. .'/ /'\\` ®\, .\ s9 \ �S � ^� �' � / � o���\� I � W ����• � 1 •':".'.'Cv„� / °'°\� \ \ �, ! ! 1' 1 � II °I I as1.z 961.5 � I I I SEWO I I SEW / T \ • ®° ` 11 i - � N J J Im � �°� ��js� i".\ \�\`' ,� ���;:_�LL'•' \� �;� j} 960.5 (961.9) 961.5 � / / \ ! `� � � - � ,a � � -\ \ •A. t•. I I I I I s l \ e'd \ O �i��FS N I I I - -1 � '•.. :':F: 'h / \ \ `" \ 1e4�:�:�•. Y I � r it i s"I II I I I I I / 9e � / w > �o \ `� I I oo m t+ I �'\ �\ a. \ °'•\ III'T1I 174 I I 4 / / 950!2 O �n w �tL •�;w J'o 1 / 14,5 I o.l ro I I w (n �� 1 I 4 171 Ii I I I 57.0 -- -J I 5 / \ , t�\ P\� \5.6%47 / � \. �\ \ _ _� - s � / � I O J � , .-.� ..� I!!� \ ` w \I ' '. •.'."'4 .' \• II II 56.8 57.0 57.0 \\ Y � / // 69 / / •. \ yCTi�8 � � I \\. '\ .� _ _ � � ��$ 7.2.R 4T � '.`�+ . \ � \ "' \ �\ \ � I / . � \I I I� I , _� \ , • > �\ , / S \' � 464 N � �\� 1 � N it �m �� :: �':�•;1 WETLAND FILL 3 2 ! II •/' 168 oa 4 0'0 SII ,511 S.F. I 1 •• 1 I o � I � • \ • / \ } � ,.. � / �\ � �. 18, -�" o,•, O 5, \ a, 1k . \ � .� f � � ,�, {;, v I T • �, I ISI � I \-- -----� \\ 7 / \\ \ m\ 64 /� \ \��� 3 y ^t � _ � X \ O ,\�� :'md•o•• � ����.�! � i��l'>:'�•:•�`:• �'\ l I��i I.••...•••... •••` O GO s lJ1 .bVaVi \ 1 \ 144 �m m � I o \\ � �� p��iT 1 \ •' � . i • y � y' \ �'.�. '. ���' � .+. �j II SII s _u.:...`..'.... N.. �� /.' :•.�•'UiN�:• IIle' III \ /� \ • .• i���,• .�'• � // ) / \� � / / \\\" \)V ,__ _ � 5// _ � mN \ •.�..•. . .. ./ \ \` � 1 •! \ I �� \ Y.S. �`'. •:/.'. _� �' , I 1:.\ {• -- � `o // //.\ \ 1Q� __�- t\. /\ m \ � •.�� \ .. �,.. ..�.. �!, /. `'`'`` ' '` �- '.`. " .. ° 6• �o \ 1466 3 m t. • cn m� \ g • ..:: ...�.'.'.I I I � +•LL•`•••�•LL•LL•\• / I r \ .,�a O Y" \, r9 \ 1 /\ a16o. �Z e4 a, � �� \ \ :/�•.'.'. '•/ `'• � ... I� � X" l-: q.x' I � . v- - v ' � 5 � � � 5• , v t� � \ v ,N � __�-:�`•:��•:-.'. OUTLOT B � \: I / ,� ::�:'.�✓: ':�:�:•:'.':' // 3� O 140 \\`S S�.D- _-- --- _-_- `' � _` _ _ _ m "�'1' r Io m 55% 4\ • N / I ../%. .••�/ � � / / '\t/ 1� � _ 61.0 \� 7 , \ / r41 - =\� O ` : 1LL::-'� WETLAND #5C r �� b'•; ;•;••P aiS' �./ / 9e4 11 4t° m t�':j:::.: 10 DAY SNOW MELT = 954.8 \ WETLAND #SA / \ e S �� ::�:�1�:�'•'''•a I •xr\J O � \ / � '•2 1 1 o m �� 1 �,.;, ... 10o YR HWL = sss.o `� ..... 100 YR HWL = 955.0 1 / 9 \ / N n I 100 YR B-B HWL = 956.9 / •'.�,,......�Vq\ I \� / 5 J . l\ Q J. 980.5 (957.5) I eo _{-�( / . �E a cl-cAnox M.A¢ r I t{.......•I I `..... O e• s2 \ a 961.2) O / { / / •'� \ 100 YR B-B HWL = 956.9 { \ ? ! `- / J •+: E Axo wwtt xmx -953- `• `-" •: r a. xEn.wo cussncAnax MrxA¢ 1 \, \ \ / / \ \ 7 I I I C 5.9% ;�...\.' REa. AVE. SEWO -'R m - - - - •• . . rx(Fr.) a I ••*. .. . . � wEnwo awtt xlax 1 • •• , MAx. euFrtR vnorx (Fr.) eo REo. AVE. eufrER rxorx (Fr.) so I \•.'. l� .y_ . \ arRUCNRE SEIBAq( (Fr.) 15 '�•Y `.�..... M I•�:':' ' \ / J s / r 964. \ Z {{( R-IREo AVE. BUFFER (sF) a4n4 T ' Ax. auFfEx vnotx (Fc) eo I I _ - ♦\' j 1 __ F . • \:•:•,• •% SIRUCNRE SEIaACK (FT.) m •\ \, / 966j n s T9 I - 965.0 G1•eFrtR u �.\`•�`. \.' ` REWIREp Al£ aufFER (SFJ lsana \ `.•• "�•• •a .•• � �'� O / M ' \'' r"•y3 ae a r/• \•(F, `-1! saws \.-`-.1.1.'.t' \ .0 _� 'O pa Bj °j V,G - - -J L _ -_ J cf rci O '.\." + \ 111 -'�` I o / \ '�.}.•^l•. . .��� t1 4\ / '>\` 61.6 -- ^ P � rOf N� �1 .\•.\ 1 :.I.:.'. .o .''ss5.. 4•���-�_� \ `\ • yl / \ \ 62.3 63.2 �� �% � 6V� / '.'.'.1. ....I.:. . . .i� \ \.'.'.\.'.'.\'.'�.'.'.'. . •\\\, / // t1 y� %' 0.60 _ r3 3�{I�MJ7 � (n v� �/% ' EX.57.7 / / . �` :; la I � �:I:�':•::.'��..... \/ F/�, 0 / /� \'9 6 '<_ - --*-- 311` a.7$ __ J -^- ( �� �'% , \ C= ' V .. n"�`. °'o.�. A 9s�!2 O h % � sJ.> � o.s q��< < tn% 6 n9•.63.2 I _ � _ � \ `` � FUTURE WETLAND 1 \ ..u,, . .. \�-A::�••••••.`�•:...•�,ss'�?'. \ b z (�/�yj� 62.0 ET N I o� m 5�9'/ / J BUFFER 04 .\ o • �`.. .\ ..2 _ V / / 1 G _6\ 62.4 1 4 , xb \ - `� : • :J) I �'1'.'.' / s�S2)... / 7 I 964.0 GNG I I � o1m /•Ilw r 964.5 ASSUMED OFFSITE WETLAND /I EDGE (BASED ON EXTENSION SEWO 4� r -- -- -� OF ELEVATION FROM SITE ° .x �cQV q 13 . \ �. \ I �' ..\.•.••'. • , - :� 9615 961.7 / 5• - -� N / 1°' V s-_••_��5•: •\ .'.'�'•-.. �•_•_•_•_•_ _ _ _ ��. / 66-91 1 961.0 T 29 I ` SHEEl 3690 Pheasant :idg¢ Drive NE, Re inions: D E N A LI INVESTMENTS T)McCain �M��SOn Ui100, hereby rerti y that this plan, specification Print Name Brian ] Krysto Drawn ➢1a 9/13/19 Per Ci Commen s���_�-�•MM■■•environmental Blaine, MN 55449 or report was preparedly me orndermy2.1/9/20 Per City Comments HAVEN RIDGE PRELIMINARY GRADING28 engineering phone: (763)489-7900 direct supervision and thatlamaduly Signature: 2 Designed: eJK 3.]/22/20 PerCltyComments1313 Hillwind Road of rveying Fax: (763)489-7959 Lid¢- ProfessionalEngineerunder � 4.9/10/20 PerCltyComments Monticello, Minnesota & EROSION CONTROL PLAN su the laws of the State of Minnesota Data: 4/5/19 License # 25063 Date: 4/5/19 5.3/08/21 Par 2nd add. & Ph. 2 grading Fridley, MN 55432 41 ww.carIsonmccain.com / /' I °� � y.-:.: Y� p .• . / ry � n /� * v �v r �' / I �' 1 �`�� _.yam et.o%�--- v'^ �y / _ -'s SHEET28 / / s WETLAND #5A 10 DAY SNOW MELT = 954.8 0. I \ t It i . [.j..•.....-..`, �u1..r/'� , m�$ \\/ /� S:�(y2 I I � � r otlN � 11 m N'I 1 26 II \ 100 YR HWL = 955.0 Irl / y> s I / 961.2 1957.5 1 a >• 100 YR B -B HWL = 956.9 I ` •�. •• \ 0 / : �r ` b � � � O J // , I r II -953 +` •,i••�1rct an••MnDAnox MANAf£t .�`'.'.��.,.'.• \• \ \ ` I SE WQ __.R I I tCr1 m 5`R 21 1[ RED. AyE. (Er.) �.•.�-. . • � � � edrrER wD, (Fij/ ao .'\ •"- // 9 � 6 n s N h � I 0 965.0 • `3 � '.'.' MIN eumn vnD,x .o \ \ / .0 � ? %\ � P / 964. Z +af� 8 ^ �-.�\ W,` `-• •.'.'.' /.-.'.' S1AUA 2$� MAP KEY R 1 EDUIRao RED A.E. DID ILVI-J) 623 38 3029.;; "111 •. "b 3 - - 62. iy .8.83.2 ` 1 - - 37 .P N620 T N S, 9X (7/ Z D N. Z �.\•\ `-�" •LLI \ ". �_�_�_ s 0.5 961.2 9s «m __ ✓ 'S5 �Ro 5) rR .dbwx/� �5 3 ,1 -'..e:'\ \ I ` ,•,�,•,:�\,.,:,'•• �\\ / / 960.5 961.0 I 55.8X' - rR,� . �.`....... •. I d �d �o 1 x8 1 ..! `., \ / :••-1•:-:•:"\-.•.'moi-. S �\ / 16� $^ uP - I. // 6.ox 1' \ � \ � �'•'•'•'�'•'•'•'•'•'•`�`•'•'•' / / X60 � I < (n WETLAND #5A/ J =- -_--- -- ° 8 5%" Tex •^N •} \ 10 DAY SNOW MELT = 954.8 '.i.•.\ - '. FILL - '•', � �'�� 100 YR HWL - 955.0 'WETLAND ��.� ..I � rn� O 100 YR B -B HWL = 956.9 .� �'`\ 29.927 S.F. ,..•!•e . , . y,..' \ _ �, ,• I^ ,IARoaLA55�rIaA,I ACE �:`' `' /.. �«,• $ wl's V•' �• - itNEIWlD Wg1ttW MAHICH 1 / f•.• �. . 1 \`\-.-.`.'.'.'.'.'.•.•. •. .'\:'. I•' \ I: ]6]•, ,O^ / T RED. A.E. SURER MD, R. se • ........ •1�: ��' A \ U, •� !!! MAK BUfF1A MD, (FT) se `•r• -� 1r99� Tom. •.'.s! .�, I� �• fi3yO 001 x 1 ` 1 MIR BUFFER / .•.-:-- X �RDr98s)s6 as 1 •D, (Ftj 40 . !':::`:: '. I .r. .'' �. «' m . •• • R ��� - S 1:` 91RUCNRE SEIBACN (Fr.) 15 f \•,1\•••)/.y-��"iAN' 17 #5B ®\� �$ S yy I REWIRED AxE BUFFER (5F) 153'�a `rc'" 10 DAY SNOW MELT = 954.8 RET INS ••� Q6* \ Y� PRaPostDeuRER ,5ea4e / :. _]90 YR HWL = 955.0 \ ILUILK)re .. �• . \ �....... :1AO:�t B -B HWL = 956.9 RO°Z \° °nRD 910 1 L^'.Y ',1-• \.•. •. •.•••••. �'•yi ' ` NELAIRARD CLA59nCAlIIX1 NN A4E] / / p / ( �.' DUAutt EquM TC 63.3 ['.,,�• : 1' \� BUFFER FUTURE WETLAND r'J x �p 1 , _ 1 RFA IN. U=- yiNo11�(FfJ 1. TC 62.8 �Risa 5 L4-/ r \'� g4% II • �� i I MIR. 9urfER vnotR (R.) to ®� TRI s3 g. a,)�D , 1', s 6 1 III \ \ `� 7T_ ',r 9mucruRE sEr9ACx o TR I •1 REWIRED A4E. aUiFER (SF) Ra,)15 ^J' ^•'.'.'.'.'.'.'.'.'.'.' 1 Pa- a- I.) 35.- / RD � 751 )sz Deets rRd s ° ^ .*�.......•..... .t TW 6b.0- 33 « Q. Tx V _ �•'_-"-'•'•' Cm RETAINING WALL °taD azo ow �r:.•\ \ ' /`````-••,:•:•:-: t RETAINING D e:I TRn a�w G1 " O \ ` ::`1� (BY BUILDER) vase' 6% 1 Z '\ iA, � ' \ \ OUTLOT D �'.�:���:�:�:�:-:�: ' _ - _j I •:�: hh WALL �2 � to \ e I \�\ 6'x \ O RETAINING WALL MATERIAL G 4 7 `t '� PROVIDED TO CITY m WC e5°Des \5 _ �aD D5, R I,D a 6 g or • 62x 18J�.1 \ = a � \ PRIO TO INSTALLATION. �a / 1 ASSUMED OFFSITE WETLAND `\ of '\ EDGE (BASED ON EXTENSION \\ Tw 60.01'_ J OF ELEVATION FROM SITE M D 8%D eeo aDl' \ e i.-!�a`•'....... '`'' 15 w•• \ �\, � per+ \ `' .�.;i``« �........-.'� \--_ .�.•..'••� / / I y :i U) • ••�96 4� 3t, - 1 \ ii«i \ \ ` '\. \ ._,_TW 57.Oy / / / / E%.53.5 LLlI�eD3• 1 \ S \ •'ice ' .. �\ . .•. •...• /. I / l 56.2 .rte N G � e9_g/�-s ' eM ssC .\ '.� '�-.•'`:`:•:-:•:`:•:�•'`:`:. _Ait3tNs-wAL�. ,- 9 / � � ►-�'-*� o0 50�1h 6� ,gAg ����� mM 18$ \ \ \ \L:' .:. �•'•:•: Y BUILDER) k ' W / RETAINING WALL 4`. / \% 'n �' \ \ t'• �'•'•'•: I 95gs %v0/� (BY BUILDER) 988 o �" x_ ..\,..LL..• E`, -f( � �112-40,5. �_, A•, \ X z 158 R 9„ 1-e �'' •� �-- r* �e ti iOowo. \ \ �:•.•'��'� `�.� sa: 1 �D 9 93N t;Iq,I, V 6' \ ,g, �o.. . A!. � ...J .... � •. ..A.•.•.. � er.�s y _ r .C7 js asN, m 3 O Ax �� /.:.•.`.• .... ... •.moi.'=' �- - 933, ci6 ;gfD' o� � ` �. ZYT 656, �j \� 6. \ . �.• \ 1(1�.'.'.'.I...•.•.LL.......w..�.-a...�.=-.---.... �EXS �-� /; e.o°/�•2`�0 M 9BOGA S'F� / INSTALLdSILT FENC AFTER GE I Ir.`.I.................................�%%� a�,-. ,i � GRADING IS � \ f.•.•.'`•••••••••••••••••••••••••••.'. .`.' .. ...'.'..: •. _.."".!_. 7 GJ �fi_ 1 �'. n,(ELM 8�e `�/�� hjN _ 1,/ ��x ..C\�\ \ 1.••`.`.'. `-- ��.�.. D 887 12 v �9 / �s\p• ��QZ` 0'� � i op �' � \ .'. � i. �\ \ � / •SOD\D5 \TOp \-'-':•. •. \ / l l / x&„A� ''' a ��� s• ),g °j (/� \ .s \ - ---- -D --11 MAN- 1 / / / I N e \ m' _ . \ '\ .• OP p0 / i .>�.•.•.'.`. •'�,• WETLAND #5D RED. A4E�. &I-RIIt RID, (FTJ M bUM 3 8q \ .0) A .. •\ ' \ 1-. •. `. •.:.'. `. `.-.-.\. 10 DAY SNOW MELT = 954.8 Mnx. eufTEa MD, (Fr.) 5o ,! I �q, ^, S`OC i \ m \ :• �' a / �'::::' '. 100 YR HWL = 955.0 S-CRUMIN. SURER 100 YR 1:3 -ti HWL = 956.9 REWIRED AVE. BUFFER (sN ze.9u �' \ i iy`•p OS L-V�1 - - m LT d+585 S6 \. •�.�\ \ �/ .'. `. - - .�' . PROPOffD BUFPpt 34.520 / / so L SNOWMM� -•.., �. A ,:.'F`.'.'.':!:' \ J. ..•.'.'.'.':�. / 0 25 50 too \ i 1 YR HWL 100 YR B -B HAL_= 957.5 , ..•.`.:,. �`,F....,.•.-;r-.•.`.`.-.•.`.`.%-..:..:•:`:`:•:•:•:`:\. • / / ............ (IN FEET) .�.'.'�`.-._._.". .`. i/•`•`%'.'.'.` \ ° � BENCHMA 956RKS \ rRo \s9 x@�+Potel®\ R'9-6 2 ,,_--_-6 -_ _/, / i.._ •, ._ . �\ .... - `re�o -S�. 9 D �_- / /� / / / / ,`\ \l\ \\ \- • /" / / \ \\ \ _ J I 1. MinnesotaD epartment of Transportation •aMN4" 4r26120 \ Name Golf).Geodetic GSID Station No. 93813 (MnDot AND FILL D ae ELEVATION = 974.53 FT.i S.F. rte[ (g64� 1 A�D FILL <3` • ' ' ' \, ' `\` / /- / "\ \ \ A / z. Mmd tic Department of Transportation V V��'L o.so� D • • I I 'I7j 8 �' � / Geodetic GSID Station No. 93803 (MnDot 0 F. _ _ 15`D I •� -�� 1 �.' •• .�.-.-(-,� *�� .�.-� / Name 8805 S) 962 9---ec_ELEVATION=966.55 FT. ///��� 3B90 Phea9ant Ridge Drive NB, Revi5fon5: DENALI INVESTMENTS AcCaln arlson $1 hereby rerti y that this plan, specification Print Name Brian ] Krysto Drawn U➢1m 19/13/19ParCi Commen s.enyi,onmental Blame, MN 55449 29 Dr,epDrt waS prepared 6y me D, Dnder my 1/9/29Pa, DityDmmant� HAVEN RIDGE PRELIMINARY GRADING ••engineering Phone: (763) 489-7900 direct supervision and that I amadulySignature: 2 Designetl: eJK 3. ]/22/20 Per Clty Comments1313 HfllWind Road of I'SUr"eying Fax: (763)489-7959 CensedProfessional Engineerunder 4.9/10/20 PerCltyCommeneE Y Monticello, Minnesota & EROSION CONTROL PLAN 41 ww.cadsonmccain.com the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 LEGEND EXISTING PROPOSED PROPERTY LINE _-------_ EASEMENT LINE ---- ---------------- --------------- CURB LINE ------- — - I I BITUMINOUS ! I CONCRETE SANITARY SEWER ------+-- STORM SEWER--+--v---� WATER MAIN --+--+---+----+ OVERHEAD UTILITY ----------- /� STORM CATCH BASIN ® ® WY IJ�n°N STORM MANHOLE 0 li ;a N OUTLET CONTROL STRUCTURE MANHOLE Q Q i _ _ " -- 'I �, \� i , HYDRANT it i II• �I ! .11-- a5ST. NE w ST N GATE VALVE Dd y I ! ;T2 Is TELEVISION BOX o TELEPHONE BOX LI j SITE UTILITY POLE .I RETAINING WALL II FENCE 10' CONTOUR \`. \ `g---i`.� _ ..—..— - ..--.— —..—.. _—.._ VICINITY MAP 2' CONTOUR --------- - . _ - _— --. - --------- -- - --..--. _—.-_ FEMA FLOOD PLAIN i! I I 1 NOT TO SCALE WETLAND LINE — — jl I SPOT ELEVATION �� EMERGENCY OVERFLOW E.O.F. as as SHEET INDEX SILT FENCE ....................T1. INDEX TREE FENCE ••••••••••••••••••••••••- T2—T6. TREE PRESERVATION PLAN GRADINGLIMITS .......^•^••••••••- TREELINE 1 SOIL BORING I KEY DENOTES TREE TO BE SAVED DENOTES TREE TO BE REMOVED NOTE, REFER TO TREE INVENTORY REPORT FOR TREE IDENTIFICATION AND REMOVAL/REPALCEMENT INFORMATION. CALL BEFORE YOU DIG Q Y 11 Know what's below. "`1���'^^�L�k CaII before you dig. The subsurface utility information shown on this plan is utility Quality Level D. This quality level w s determined —1 to the guidelines of CI/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data." SPECIMEN TREE • 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. CITY of MONTICELLO TREE PRESERVATION CODE REPLACEMENT TREES REQUIRED •• EACH HEALTHY SPECIMEN TREE REMOVED OR DESTROYED SHALL BE REPLACED WITH THREE OR MORE REPLACEMENT TREES EQUALING OR EXCEEDING A TOTAL OF EIGHTEEN (18) AGGREGATE CALIPER INCHES. •• THE REQUIRED REPLACEMENT TREES SHALL BE PLANTED WITHIN 12 MONTHS OF THE REMOVAL OR DESTRUCTION OF THE SPECIMEN TREE. LOCATION OF REPLACEMENT TREES •• REPLACEMENT TREES SHALL BE EITHER PLANTED ON THE PARCEL OF LAND FROM WHICH THE SPECIMEN TREE WAS REMOVED IF SUFFICIENT SPACE 15 AVAILABLE, OR PLACED ON NEARBY LANDS IN ACCORDANCE WITH SECTION 4.IIEI, ALTERNATIVE LANDSCAPE PLAN. TREE PRESERVATION CALCULATION CALCULATION$ •• 9 SPECIMEN TREES ON SITE, 8 REMOVED FOR GRADING ••• 8X18= 144 Aggregate caliper inches ••• IOVER STORY TREE =2.SAGI ••• 144 AGI/2.5=57 TREES 0 150 300 600 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDOt Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (Mn Dot Name 8605 S) ELEVATION = 966.55 FT. r�SOn Ionm 5a°`K'°9eVfNervC' Re"i5i°n5: DENALIINVESTMENTS $Mite 100 1 hereby rertify that this plan, specification Print Na— Brian 1. Krysto0ak, P.E. Drawn: KROPer City Comments T 1 ental Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 Per City Commen s HAVEN RIDGE E I . Sugineerin9 I phone:'(763)489^7900 Itlirec[supervisionandthatlamaduly Signator¢: ?� ID¢Sign¢d: 8JK I1J/22/20PerCltyComments I 1313 Hil!wind Road I I TREE PRESERVATION PLAN of I rveymn Fax: 763 489-7959 LirRnSedProfe55ionalEngineerunder 4.9/10/20P¢rClTV Comments Monticello, Minnesota McCam I • (A) he laws of the State of Minnesota Date: 4/5/19 License # 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 / T$ ,III i II I GRAVEL '1 CONSTRgCfi10 J ENTRANCE;I a Ir — ❑ _ , % ,L WETLAND BUFWP 5,861 SF (5,861 SF REQUIREID) WETLAND FILL�- 3046 S.F. I I NETLAND #9TH fR HWL = 957.8 1 I SNOWMELT – 957.61 B–B HWL = 957.9 1 j I� I I% I% I 42 ` \ o I `\ • QD \\ \\ I EXISTING PROPERTY LINE PROPOSED TRD 501 •� \ \ EASEMENT LINE - --_--_ \\ CURB LINE -_---- \ I _ \ • —_�° �• \ BITUMINOUS E \\\ CONCRETE SANITARY SEWER ---� ->— FUTURE ROAD REALIGNM1TE T (BY OTHERS) \ STORM SEWER ----- Y > . p\ \ ^ \ WATER MAIN — DENOTES u LET 8orecnox \ \\ OVERHEAD UTILITY 56.0 F \Ari 58.9 \ STORM CATCH BASIN ®a® I®� \\ I \ \\ STORM MANHOLE OUTLET CONTROL STRUCTURE 0 0 \ MANHOLE O HYDRANT YP 1 01 �2 \\ `'•\\ \ GATE VALVE Da \ TELEVISION BOX ❑ 1 /�, yS; •• D, \\ \\\ D•D TELEPHONE BOX ❑ UTILITY POLE `n RETAINING WALL .[1 • °* \ FENCE (3. I J` 1�,2J 9S 10 '• D\p\ \\ \`\ I 10' CONTOUR — TOr�(� 2' CONTOUR ---- RD 0 g6 SSk O .2 s� •. D\ \ \ SO S s0 ••D\\ \ I FEMA FLOOD PLAIN D 5 / \ .\ �\�\ WETLAND LINE VV V C SPOT ELEVATION _00.0_ �962� 103 • • �D` \ \ \` •DDD\ EMERGENCY OVERFLOW x000.0 \ \ \ : \ I '0 3 S SILT FENCE . • • • • • - 6" 6S Sy/ e� D\ \ \\ I ° S° O '•Dp\ TREE FENCE e a a a a e s a. \\ o \ /\� • •Dp \ \\ GRADING LIMITS- TREELINE i -Y -Y -r1 s 6G s <ca s xo0 `poao ; \ SOIL BORING 104 \S 96 ----- 4 � KEY6So s 0se-s s I 1 o s2�05 'DDD\ ` \ I I °ENTo eE TREE 2 \ ° s �� 2 5 O sOo • • D°D \ \ \ w; I DENOTES TREE To X X S+s BE REMOVED 660 ° ° S 62 ° t F} ' • DD\ \ \ 106 NOTA S -FSO O �\ 6 S?� S •' • D \ \ \\ \ I REFER TO TREE INVENTORY REPORT FOR TREE "96, ` U . J �� � S / D ` \ \ \ IDENTIFICATION AND REMOV EPALC£MENT `96 2 O \� g6`SS ig \ \ I • • DDp` \ \ \ °}° INFORMATION. �� s c s 127 S /ss+ gs ss9� I ° ss SJ 107\ 26 +so 1 S s c 08 sg6s s x F SS+s� 1 F s ° o � 2 //( 96s2 `LO \ ?s ssx of o \ 8 • •'• 3 � �SF�s° z9 �:� xs S+s` �\ 109 \ s ° � .�D \\ • \ I' ••z�:.. Seo < sg62 O ° s� ° � � Js P \ \ \�J 8 124 s� s0s6xs sus ? s 6Soss}off 110 �•:F :. Seo 4 < 9s6, O `�°$\ �e 710 9ss •DDD \ \ `\ \ ; t�j \ \\ 6R \ 6� J >; '•oD \ \\ �tiF IIS•: \\ \ \ 123 `s +So 62a� 6ssss+s 11 p s • PD b \ \ \ SIGNIFICANT TREE 5 II II7. �:•.-'• i \>, \\s\ \ /'<\ ''o�J s \ c �g \ seR DD \\ \ \\ , 1 ~\ S�. �J � 112 e+o DD\\ �` �\\ 11 7.5 I I I I \\ \\ `\ s 122 v S�N S+So S'�.� \ g660 SS+s i\ 12 D \\ \`\\\ 121 t • �• � I 1 � � \ \ \ � \ \ � \�\� SSS} � S `96) SS D . _ 9� � �, � __ s - - — •, 113 \ \ \ — - — \ \� � --__ \ - - �\_ � __ _� g662, O F� X66. \ \ \ • \ \ 13 _ 162 - Sc -2 > sz• zD 2 7lm NWL ---954 NOWMELT �5= 9\ 5\ \.\ 7\ \ \s\,�s ' • , • \. •1 28 0\�\� asss� ss}S s° °1 s:s \ \ s s s683ss+sSo� SJ `' i ^/ \ e®TwTw7s oo \\\\ \. \`\ \ `\\`\ \+ \\\ ` HWL RETAININ \\\ \\ \\ -B HWL 1 \ \ \ \ I �\ \°"'as ° "°\ \�\\� \ \\ \ �\\ \\ \\\ \\ •. �l �0 1 �� s g6� J914 ®ew .o # s� s s�` �J RETAINING WALMATE�iI,AL\` g6 %J oosR0. �s\ esPROVIDED TO BE 0 C T \ ` gI S Acs ®�w PRIOR TO INSTALLA N. \ \ \ \\ q�,_ O`o \\70 \ \\\ I I `"\ \ 967 \ �\ \ a \ z • ^�' \ \ \ S\� \ ///' >2 10 v /�S}so G, ssa \��T_ p - 9 516 NO GRADING SHALL GO °+° \ ®SrC I BEYOND THE PROPERTY LINE SEE SHEETT3 - °rrs 0 25 50 100 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDOt Nome Golf). ELEVATION - 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION - 966.55 FT. r�SOn Ionm SamK,°geVfNervC' Re"i5i°n5: DENALIINVESTMENTS T2 S.- -a-.- 100 1 hereby cartify that this plan, specification Print Name: Brian ]. KrystoFlak, P.E. Drawn: KRO 1. 9/13/19 Per City Comments 12 en al Blaine, MI, 55449 or report was prepared fiy nn or under my 2.1/9/20 Per City Comm— HAVEN RIDGE I . Sugineann9 I Phone:'('61)489-1100 Idirectsuper"isionandthatIamaduly Slgnatare: � IDesignetl: 8JK I1J/22/20PerCltyComments I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I raying Fax: 763 489-7959 Licens, Pmfe55ionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota McCam I • (A) he laws of the State of Minnesota Date: 4/5/19 License # 25063 Data: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 / T8 \\ \`° ..\� �• «���\� ��� � % 1 I IO�v ss XSEE SHEETT2� r� „'o o� \ � \�e\ LEGEND 9sz \ ° \ \ sem\ \ / / 'z 10516 PROPERTY ONE \ EXISTING PROPOSED \ w \ aeadl• s+. ° \ \�// // \ 9s6j O NO GRADING SHALL GO C \\ \\ \S\\ 9e �. \ °^• \ ��\ / o'o ®$1 BEYOND THE PROPERTY LINE \ \ EASEMENT ONE ------ ------•••�• S \ \w\ CURB ONE ---_-- \��\w aesae\ '4� \\\ �� �:. 1\ \ ••9�0 D�5 \\ \% \\\ �\ BITUMINOUS °a. " ra �• \ \ S \ \ CONCRETE e - z` _ O 00000 9\,d\ �s "n \ 4 \� \ \ /1i +`SO 5�•� \ / \ \ \ 11 7 � SANITARY SEWER - ->o9O.,Oo 0 0,�. �_ ,a....° \.� \ w 'MB 4\� \� \ \ • 96 O C \ \ �\ • \ STORM SEWER ----- i� >� 0000'00 �,> 4 \ • \ seem \ \4 \ 1 1 000 LEumES INLET o°°0000 go �\\"' � \ � � \ ,\ � � \^ to °^• \ �.a d� � � \ \ 2So �92 \ \ \\'. \ \ \ ?n�^ R MAIN OVHWAADEUTIOTY --®- -® ,a CATCH BASIN : STORM MANHOLE OT °a.° • \ \\ " o%� ® \\ \ \ I OUTLET CONTROL STRUCTURE Q Q T ep 000 o\ as \ "6959.77\` a• \ MANHOLE ° p \,° 0°0°° 000 \\ \ dB$T>H \ \• \d` $B Seo < / o` 0 25 HYDRANT e�„a°q„ J g \ ° ° ° °� \� \\ •° w° \� S�2 y Gx 1 528 \\ \ GATE VALVE Da '�\ "boa°°Ng°g,,°,,°°y° \\\ \\ w \ w \ �a� �,� O TELEVISION Box D \ OI )Oo0000°°o4°no•o°0000 \ \Ll`� Sea 1 5 \\ 00` 0 I \\ \ \ I TELEPHONE BOX ❑ 00 � jy°Oa�q�3°°®°°oo°o°o \ y� �Kgss�oao UTIDTY POLE g° �°��°° °° \ ua91 tgfJ • --Y 1 I °a°°d9d�° o ° 13 �r 52a \\\ \\ RETAINING WALL a0�� °000°0°0 °�P°°o°o°o°0000000� \ • \ \` \`\\ \ w• �, N $ Q°'S30 �rRD 529 FENCE °o^0�°°�°°oe°°oo°o°o °a° ��sa°o�%ao o°00000 w\" \ \ \\. "+•�� 53T NO GR NG SHALL GO I \ \ \ I o°o°_O_O� 0 00000°a/ \ yT pssu \ \ \ I 10' CONTOUR - -a°°°°�eg,gacg°qy�.,,�°� BEYOND E PROPERTY LINE \\ 2' CONTOUR - -- 000°3°°° °° ate° / \�� \ \\\\ \ \, 1� m I \ \\ 9•\ FEMA FLOOD PLAIN °000°yo,00�°'°°O°Oo°o 00°0�0°0°0000000 WETLAND LINE °°o°o°o°o SPOT ELEVATION -o__ . ___a. ooO o°o° °o. E.O.F. 000 0 0°0°00�0000000O w / / /� \%\\ 9 \ \\ w \ %• \ a.•\ m 5 \ \ \ \ EMERGENCY OVERFLOW 44 ` .bb.o°ooo°ooo°ooo° .0.0 SILT FENCE ... . -000° \ II \ �' / / v TREE FENCE ........ X53E II GRADING OMITS TREELINE Y Y Y w 9y \%° \ \ \\` o• \aN 4 ]2.1 TRC x557 \ \ \ POND 100 °� I TRC sss \ \ 1 // / °d\ �\ \ `w\ \ \ \ SOIL BORING \ �sa_s \ � //°'• // �y4 °_��� �/ / // D/\o\ N'WL =\ 949.0 \ •,.. i 1I°'�`�( /\��\ \ \ \s \� ��\� „ 9e \ ° - ,„}'\-. �'� '' DD�\\\\ \\wo\\ I TRC 55s-1AYVOWMELT 3.1 HWL, = 952.70 KE - - - - \ \100 YR HOL954.3 TRD \5v � D 6 \ \ \ \\ \ \\ \ p \ \ \ 1 DENOTES TREE TO BE SAVED 004444494. \\J �� D.�\ w \°..\ `\ w°\ I I a•.\.•.• •�.a. \*'' s.� ---- D DENOTESTREE To X X 94a BE REMOVED \\ I I•, , . �. c,�o w DTp \ \%\ \\ .w _ _ _ aa.o 3s.] \ I* •• w,• • 1 D NOTE _ - 952 - - - - - - _ w•\li. ,9 `. \ D \\\ \ o\ I \w•\�� \„ \� \ REFER TO TREE INVENTORY REPORT FOR TREE NCAON AND RMOAL PALCTOID�1-2T9 130 FORMATION. 131 *� \ \ \ s-. - \ I 1 ;D I w° �\ \\\ \\ \,q\T I `"°\ °+• \ ° \ \ \ I I I I I _ � r-�---�-, r- _ 5 \ '�. �� i 1 j .: .�,• '1 � � I \ �\ w \'\i �� \ \ \ \ I ' it 4 I n '957.5 957.0 957.0 � -� \• � > / ..'. . ' �\ \ 1 \\ .�\\ w. I\ � °,• * �\ \ \ \ I 957.595 133/ s� \( \ 1. .. 1 .w° �•A ������ v v w• -\.� w. A A \ W0 WO WD ! } ssxso 55x50 ssxso ( I� II I 41 965.0 G G 965.0 55X50 vv(-) ssxso 2) 950 \ • \ ':/•••A •D\.,, \?s I c•:�'.•.•.•.•. .•\ �� II 4 965.0 G G 965.0 G S� \\ I i- 1 • D \\ I\ \\ \\. \\ \\ a�\=\ m• TRD 562 41 I 4.0 W S \ \ .LLT.:_ yi \� �� .. ..�ti. \.._.-. •. LL.,._•. LL \ �� \ E II563 _-ID 41 %I ,.6 s6a SO(21... 134 \ ...L.• '/. °'dl\ ;D \ I I \\�. •):.. : �..-`a�;�.. ....:.� .\ 1 \ \ \4 \J/ :./. ,I �D w\ L.Q.j' 1{ `\\�4`......: w°.�. ',.TR 'IV 564 1 1 - 62.3 \ 7 h. 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A 1 �l 15 WETLAND # f, I" 'I I I i '• '� WETLAND A I '.'d' " \ �'� oo I sOo 1 U • j x �• i 10 DAY SNOW MEL I II / _ •' \ 1n ncnlnw �nFI r ov /r ass RN E': •:': `. -.d'''_ _ _\`SN' m SEE SHEET T4 1 4\' 15 !_ �c9 I N •t�:� 100 YR HWL = 0 .ago Pheasant Ridge Drive NE, Revisions: DENALI INVESTMENTS T -7 C� �M��SOII yir SUite 100 1 hereby certify that this plan, specification Print Name Brlan ] Krysto Drawn KRO 9/13/19 Per City Com'.. s / \�_�_llMMll sU onmen al Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 Per City Commen s HAVEN RIDGE .engineering phone: (763)489-7900 tlirectsupervisionandthatIamaduly Signature: 2 Designed: eJK 3: 7/22/20 1313 Hillwind Road TREE PRESERVATION PLAN of rveying Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20 Par City Monticello, Minnesota In the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T8 ww.cadsonmccain.com Tree Ta Tree a U115" (in.) Stems Condition Save Remove S' nificant TreeTag I TreeType DBH (in.) Stems Condition Save Remove Significant m•�®oma©�� m■�oo��a� m■®mom©�� m■®mo��a� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mom©�� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®mom©�� m•®oo��a� mmmo��a� m■®mom©�� mmmo��a� m■®oo��a� m•®mom©�� mmmo��a� m■®mom©�� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� o�m©�©tea m•�mo��a� —I—ni •St 100 'Bl'aine, MIN 55449 Phone: (763) 489-7900 ' or report was prepared by me or und d e-Per -- - o9 the laws f Minnesota Date: 4/5/19 U—se 25063 1 9/13/19 Per City Comments ty Comments 5. 3/08/21 Per 2nd add. & Ph. 2 grading DENALIINVESTMENTS Fridley, MN 55432 HAVEN•...TREE Monticello, Minnesota PRESERVATION PLAN m�moa� m•�®oma©�� m■®mom©�� m■®mo��a� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mom©�� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®mom©�� m•®oo��a� mmmo��a� m■®mom©�� mmmo��a� m■®oo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� o�m©�©tea m•�mo��a� m■®mo��a� mmmo��a� m■®oo��a� m■®mom©�� m■moo�©�� m■®mom•©�� m■®mom©�� m■�oo��a� m•�mo��a� m■�oo��a� m■�mo��a� m�mo��aa m�oom•©�� m�oom•©�� m�moa� m•�®oma©�� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®oo��a� m•®oo��a� mmmo��a� m■®mom©�� mmmo��a� m■®oo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� m•�mo��a� m■®mo��a� mmmo��a� m■®oo��a� m■moo�©�� m■®mom©�� m■�oo��a� m•�mo��a� m■�oo��a� m■�mo��a� m�mo��aa m�moa� m•�®oma©�� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� omoo��a� omoo��a� omoo��a� omoo��a� mmmo��a� ommo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� mmmo��a� mmmo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m■�mo��aa m■�mo��aa m�mo��aa m■�mo��a� mmmo��a� m■®mo��a� mmmo��a� m■®oo��a� m■moo�©�� m■®mom©�� r�SOn onm 5a°`K'°geVfNervC'"d"Re"i5i°n5: DENALIINVESTMENTS Tp $Uite 100 1 hereby rertify that this plan, specification Print Na— Brian 1. Krysto0ak, P.E. Drawn: KRO 1. 9/13/19 Per City Comments 18 en al Blaine, MN 55449 or report was prepared by me or my 2.1/9/20 Per City Comments HAVEN RIDGE I . Sugineerin9 I phone:'(763)489^7900 Idirectsupervisionandthatlamaduly Signat ID¢Sign¢tl. 8JK I1J/22/20Per1:tyComments I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I r"eying Fax: 763 489-7959 Licens, Profes5ionalEngineerunder 4.9/10/20 Per Cl, Comments Monticello, Minnesota McCam I • (A) he laws of the State of Minnesota Data: 4/5/19 License p: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 / T8 m■®mom©�� m■®mom©�� m■®mom©�� m■�mo��a� m■�mo��a� m■®mom©�� m■�oo��a� m■®mom©�� m■®mo��a� m■�mo��a� m■�mo��aa m■�mo��a� m■�mo��a� m•�oo��a� m■�mo��a� m■®oo��a� m■®mo��a� m•®mo��a� m■®oo��a� m■�©oma©�� m■®oo��a� m■®mo��a� m■®mom©�� m■�mo��a� m■®mo��a� m�mo��aa m■®mo��a� m■®mo��a� m■®mo��a� m■®mo��a� m■�mo��a� m■®mom©�� m■®mom©�� m■�mo��a� m■®mo��a� r�SOn onm 5a°`K'°geVfNervC'"d"Re"i5i°n5: DENALIINVESTMENTS Tp $Uite 100 1 hereby rertify that this plan, specification Print Na— Brian 1. Krysto0ak, P.E. Drawn: KRO 1. 9/13/19 Per City Comments 18 en al Blaine, MN 55449 or report was prepared by me or my 2.1/9/20 Per City Comments HAVEN RIDGE I . Sugineerin9 I phone:'(763)489^7900 Idirectsupervisionandthatlamaduly Signat ID¢Sign¢tl. 8JK I1J/22/20Per1:tyComments I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I r"eying Fax: 763 489-7959 Licens, Profes5ionalEngineerunder 4.9/10/20 Per Cl, Comments Monticello, Minnesota McCam I • (A) he laws of the State of Minnesota Data: 4/5/19 License p: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 / T8 m■®mom©�� m■®mom©�� m■®mom©�� m■®mom©�� m■®mom©�� m■�mo��a� m■®mo��a� m■®oo��a� m■�©oma©�� m■®mo��a� m■®©oma©�� r�SOn onm 5a°`K'°geVfNervC'"d"Re"i5i°n5: DENALIINVESTMENTS Tp $Uite 100 1 hereby rertify that this plan, specification Print Na— Brian 1. Krysto0ak, P.E. Drawn: KRO 1. 9/13/19 Per City Comments 18 en al Blaine, MN 55449 or report was prepared by me or my 2.1/9/20 Per City Comments HAVEN RIDGE I . Sugineerin9 I phone:'(763)489^7900 Idirectsupervisionandthatlamaduly Signat ID¢Sign¢tl. 8JK I1J/22/20Per1:tyComments I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I r"eying Fax: 763 489-7959 Licens, Profes5ionalEngineerunder 4.9/10/20 Per Cl, Comments Monticello, Minnesota McCam I • (A) he laws of the State of Minnesota Data: 4/5/19 License p: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 / T8 2 0 0 (7 z LU m U) 0 00 a a M z �i J 0 IL a LU z z 0 M W H Z) U) U) W z W a a z LU X 0 wsb April 21, 2021 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Haven Ridge 2nd Addition Final Plat & Plan Review City of Monticello Project No. 2021-009 WSB Project No. R-0017879-000 Dear Mr. Leonard: We have reviewed the Haven Ridge 2nd Addition Final Plat and construction plans dated March 10, 2021 as prepared by Carlson McCain. The applicant proposes to construct 47 single family home lots with this addition. Further review of additional phases will be required prior to construction. The Final Plat and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Final Plat &General Separate trail easement legal descriptions and exhibits should be provided for separate recording with the County. The City will provide an easement document for execution but will require legal description to be added prior to recording. Add an existing and removals plan to the set and include what fencing will need to be removed in Outlots A, B, D, and along 85th in Outlots A and B. Fence should be removed on the north side of the wetland during Phase 2 as well. Show the duck blind that needs to be removed on the north side of the wetland in Outlot E. Grading Plans Rear yard drainage swales shall have a minimum 2% grade. At minimum, the following do not meet this requirement: a. Shared rear yard Lots 10, 11, 18 Block 1 from EOF north. b. Shared rear yards Lots 9, 19, 20 Block 1 both directions from EOF. 4. The City's minimum driveway grade is 2.0%. This is not achieved on Lots 10 and 11 Block 3. K:\017879-000Wdmin\Docs\2021-03-22 Submittal\_2021-04-21 Ltr-m-leonard Haven Ridge 2nd Add - WSB Response - Final.docx Haven Ridge 2nd Addition Final Plat Review — Engineering Comments April 21, 2021 Page 2 Street and Utility Plans (General) 5. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. 6. A note should be added saying the City specifications require that sanitary sewer and storm sewer require televising. Video files shall be provided to the City for review. 7. A note should be added to the plans that the City will not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. 8. The building department will review the hydrant location/spacing and emergency vehicle access/circulation and provide comments separately from this letter. Hydrant spacing shall be no more than 400 feet. 9. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. 10. Private utility conduit crossings shall be shown for the joint trench. This will be coordinated with the City and private utility companies prior to construction commencing. The applicant noted that private utility crossings will be identified by the private utility companies and the locations added to the plans once known. The location of the City's Fibernet conduits also need to be added to the plans. In -progress, applicant will add final location after pre -con and further coordination with utility companies. 11. Show/note dimension of drainage and utility easements where pipes are present. 12. In the general notes under number 8 update the sheet number reference (currently shows "##"). Update other sheet references on the plan view that show "##". Sanitary Sewer/Watermain Plans (Sheets 2 — 4) 13. Provide material cost difference between 8" and 16" watermain for crediting. 14. Provide dimension for 10 -foot separation between the watermain and sanitary sewer. Add a dimension note(s) on the plan view. 15. Note the strength classification for the 16" PVC. 16. If dewatering is anticipated, provide a dewatering plan. Complete, the contractor will provide to the City prior to the pre -con. 17. Traffic control signage during construction shall be provided for the watermain work on Fallon Avenue and 87th Street. Complete, the applicant noted a traffic control plan will be provided to the City by the contractor prior to the pre -con. 18. Provide a street lighting plan. Show streetlights on utility plan. Complete, but confirm final locations with Xcel Energy. Streetlight locations should not be in conflict with K:\017879-000Wdmin\Docs\2021-03-22 Submittal\_2021-04-21 Ltr-m-leonard Haven Ridge 2nd Add - WSB Response - Final.docz Haven Ridge 2nd Addition Final Plat Review — Engineering Comments April 21, 2021 Page 3 proposed utility and draintile locations. Applicant will provide final location for the City to prior to construction. 19. Provide a phasing plan for burying of the overhead power lines and the addition of the development in which each of the phases will occur. Complete, the applicant provided a plan to the City. Storm Sewer Plans (Sheets 5 — 7) 20. To the storm sewer schedule on each sheet, add the build depth of each structure. Catch basin manholes are not allowed to be deeper than 6 feet plus the sump. The minimum catch basin depth is 4 feet per the City's Design Manual. 21. Show all storm sewer maintenance access routes for structures outside of the street, add a note saying that "maintenance access shall be a minimum of 12 -feet wide with 10% max side slopes" to the grading plan. Street Plans (Sheets 8 — 9) 22. There are many sag vertical curve lengths less than MnDOT State Aid geometric standards. The City will allow shorter curve lengths for sag vertical curves at roadway low points. 23. Show mailbox cluster locations on the plans. In progress, the locations will need to be coordinated with the postmaster and City street superintendent at time of construction. 24. The Stop Sign included at 87th Street should be 36"x36". A 4" yellow skip stripe should be included on Fallon Avenue. The Type III barricade included in the Sign Schedule is not shown on the plan, where is it proposed to be located? 25. There is a circle symbol around each of the catch basins on the street sheets. If this is intended to note inlet protection, this should be shown on the erosion/sediment control plans instead. 26. Remove the temp trail connection to Fallon Avenue. This does not appear to be a safe location for pedestrian access to Fallon. Add pedestrian ramps and crossings to Fallon at both Farmstead and 871h instead. Trail Plans (Sheets 10 — 11 27. Provide vertical curve and elevation information for proposed trail along Fallon Avenue. Complete, grade limitations were noted on the plans. 28. The trail section along Fallon Avenue on Sheet 10 was also included as a part of the plans for the 1St Addition. Remove this sheet if work still included with the 1St Addition. K:\017879-000\Admin\Docs\2021-03-22 Submittal\_2021-0421 Ltr-m-leonard Haven Ridge 2nd Add - WSB Response - Final.docz Haven Ridge 2nd Addition Final Plat Review — Engineering Comments April 21, 2021 Page 4 Details (Sheets 12 —19) 29. Correct the street sections to include 24" of select granular borrow and 3" of bituminous base course. 30. On Sheet 16, the typical section for the sidewalk only shows 4" granular borrow. The section should match City Detail Plate 5012 (included in the plans already). Either change the typical section to match the detail or reference the City detail. Traffic & Access 31. A Traffic Study was completed as part of the EAW for the Haven Ridge development in 2018. The Haven Ridge 2nd Addition is considered a part of Phase 1/Phase 2 of the development. The following traffic recommendations were included in the EAW. a. Phase 1 and Phase 2 can be developed without any operational improvements (i.e. additional turn lanes, roundabouts, traffic signals) to the adjacent roadways or intersections. The adjacent street access locations should be constructed to City standards. b. Improve Fallon Avenue to City standards from School Boulevard to 85th Street with the construction of Phase 1 and 2 of the development, and; 85th Street from Fallon Avenue to City Limits with the completion of the future phases of the development. 32. Based on the proposed site plan the anticipated traffic generation would be 444 vehicle per day (vpd), 35 AM peak hour trips and 47 PM peak hour trips, assuming 47 single family units on the site. The proposed access to the site is located on Fallon Avenue at 87th Street between Farmstead Road (Phase 1) access and 85th Street. Based on the anticipated traffic volumes no turn lanes would be needed on Fallon Avenue. 33. The plan shows a 4 ft shoulder widening on the eastside of Fallon Avenue between the 85th Street intersections and an existing 12 ft through lane; this meets minimum State Aid standards for lane and shoulder widths. 34. A sight line analysis should be completed at the intersections of 87th Street. Provide a detail/exhibit. Erosion and Sediment Control (2nd Addition On 35. The previously reviewed ESC plans and SWPPP are still applicable to the 2nd Addition. No action required from the applicant; comment provided as a means of clarification. 36. Please show protection at pipe inlets (FES 165, 166, and 170) on sheet 5 of the 2nd Addition Utility Plans. Stormwater Management 37. Stormwater management for the 2nd Addition was reviewed with the 1 st Addition plans and constructed in 2020. The 2nd Addition will utilize this stormwater ponding location. K:\017879-000Wdmin\Docs\2021-03-22 Submittal\_2021-04-21 Ltr-m-leonard Haven Ridge 2nd Add - WSB Response - Final.docx Haven Ridge 2nd Addition Final Plat Review — Engineering Comments April 21, 2021 Page 5 Wetlands 38. The project includes 0.8375 acres of impact. The required replacement is 1.6751 acres. Purchase of 0.3156 acres credit from the Pauman Bank (#1544) has been in process and the applicant is obtaining final signatures from BWSR. Purchase of 1.3595 acres of credit from Richards Bank (#1375) and restoration of Wetland 10 is requested in this phase. The LGU has signed the Withdrawal of Credits form on April 7, 2021 for Bank #1375 and provided it to the applicant for processing with BWSR. The restoration plan for Wetland 10 has been reviewed by the LGU and SWCD and it meets the requirements of the WCA Notice of Decision granted for this project. As noted in the Monitoring Plan and the WCA Notice of Decision, the applicant will be required to monitor and submit reports to the LGU regarding the restoration of Wetland 10. The applicant will need to provide the final signed paperwork to the City and the SWCD for both Bank #1544 and Bank #1375 prior to starting an wetland impact work. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please give me a call at 763-287-8532 if you have any questions or comments regarding this letter. Sincerely, WSB James L. Stremel, PE Senior Project Manager K:\017879-000\Admin\Docs\2021-03-22 Submittal\_2021-04-21 Ltr-m-leonard Haven Ridge 2nd Add - WSB Response - Final.docz DEVELOPMENT CONTRACT (Developer Installed Improvements) HA VEN RIDGE 2N0 ADDITION This DEVELOPMENT CONTRACT ("Contract") dated , 2021, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and HAVEN RIDGE L.L.C., a Minnesota limited liability company (the "Developer" and "Owner") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and rezoning for HA vEN RiDGE 2NDADDiTioN (referred to in this Contract as the "plat" and the "Development"). The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". The Developer previously entered into a multi -phased Development Contract and Planned Unit Development for the plat of Haven Ridge. The plat of Haven Ridge 2nd Addition will be the second phase consisting of approximately 19 acres and will consist of 47 single family homes. 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 Page 11 214835v1 County Recorder within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder/Registrar's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. The plat is a phase of a multi -phased preliminary plat. The City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. B. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in the approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. C Except as otherwise specifically provided herein, the Development Contract and Planned Unit Development for Haven Ridge recorded on September 24th, 2020 as Document #A1441549 shall remain in full force and effect and shall be binding on the parties, their heirs, successors and assigns. 5. PRELIMINARY PLAT STATUS. The plat is a phase of a multi -phased preliminary plat. The preliminary plat approval for all phases not final platted shall lapse and be void unless final Page 12 2148350 platted into lots and blocks, consistent with the approved preliminary plat, within ten (10) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. ZONING. Except as otherwise provided herein, the subject plat shall be subject to the zoning regulations for the requirements and standards of the R-1, Single Family Residence. For Phase 2 of the Development, if there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract (2) R-1 Zoning District (Single Family Residential) 8. CONDITION FOR SUBSEQUENT APPROVALS. A. No final plat for changes or amendments to this Contract shall be approved, nor shall construction commence for such additional land uses, until an amendment of the Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans Page 13 2148350 may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan Plan D — Street and Storm Sewer Plan Plan E — Stormwater Management Plan Plan F — Details Plan Plan G Site and Utility Plan Plan H Roadway / Transportation Plans Plan I - Tree Preservation Plan: General site and individual unit landscaping plans Plant J - Landscape Plans Plan K - Trail Plan Plan L — Sign Plan Plan M — Street Lighting Plan Plan N — Phasing Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter Page 14 214835v1 F. Street Lights, Street Signs, Traffic Control Signs G. Site Grading and Erosion Control H. Underground Utilities I. Setting of Iron Monuments Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Conservation Easement and Wetland Buffer Posts N. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of 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 must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer or its engineer 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 Page 15 214835v1 DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. Developer shall provide as -built CAD files that include GPS locations of all lot corners, right of way, public utility structures and castings, street lights, and utility service stubs. Developer shall pay for the cost of entering as -built information into the City GIS system. This cost will be billed at the hourly rates per City's adopted fee schedule under the City Engineering Administration escrow per Section 20 of this Agreement. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Zoning Regulations are equal to those set forth in the R-1 Single Family Residence District for this phase of the Development. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • Wright County Soil Conservation District and Army Corp of Engineers for Wetlands • City of Monticello for Building Permits • City of Monticello for Grading Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all Page 16 214835v1 applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30th of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed by October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be restored as identified in the Construction Stormwater General Permit/SWPPP, unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City Page 17 214835v1 may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 17. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan B. The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except model homes as permitted by this Contract or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed posts along ponds and wetland buffers; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with housebuilding footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. Page 18 214835v1 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible 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 improvements lying within public easements shall become City property without further notice or action. 20. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at Page 19 2148350 standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $77,025.52 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 $12,967.86 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are Page 110 214835v1 required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $38,512.76 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 planning -related expenses associated with the plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $38,512.76 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 Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $38,542.76 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Page 111 214835v1 Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER TRUNK AREA CHARGE. A. This Phase 2 of the Development is subject to a storm sewer area charge of $77,805.64. The area charge is based on the gross area of the final plat less any area credit for pond area, and is calculated as follows: 18.23 net acres x $4,268.00 (Base Area Charge) _ $77,805.64 The storm sewer alternate ponding area charge is not applicable to this phase. The total storm sewer area charge for the Development of $77,805.64 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 2.0% 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. Page 112 214835v1 B. Future phases of the Development shall be subject to a storm sewer area charge based on the prevailing rate at the time of final plat. 24. SANITARY SEWER TRUNK AREA CHARGE. A. This Phase 2 of the Development is subject to a sanitary sewer area charge of $43,294.25. The area charge is based on the number of units in the plat and is calculated as follows: 47 units x $1,594.00/unit - $31,623.75 (credit) = $43,294.25 The Developer shall receive a credit against sanitary sewer trunk area charges for Phase 2 for connection to existing utilities at Hunters Crossing. The amount of the credit applicable to Phase 2 is $31,623.75. The Developer shall be assessed or shall pay the sanitary sewer trunk area charge in cash at the time of final plat approval at Developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. B. Future phases of the Development shall be subject to a sanitary sewer trunk area charge based on the prevailing rate at the time of final plat. C. A 36 -inch dry gravity trunk main is to be constructed within future proposed Phase 3, 7 and 8, and as documented in the City's SouthEast Sewer Study. Credits to the sanitary sewer area charge for the design and construction of this main shall be applied at the time of Final Plat for each applicable Phase of Development and shall be detailed within the Agreement for each Phase. No credits are applicable for these improvements with Phase 2. 25. WATERMAIN TRUNK AREA CHARGE. A. This Phase 2 of the Development is subject to a watermain trunk area charge of $26,206.30. The area charge is based on the number of units in the plat and is calculated as follows: Page 113 214835v1 47 units x $1,182.00/unit - $29,347.70 (credit) = $26,206.30 The Developer shall receive a credit against watermain trunk area charges for Phase 2 for connection to existing utilities at Hunters Crossing. The amount of the credit is $19,487.75. The developer shall receive a credit against watermain trunk area charges for Phase 2 for materials cost for watermain oversizing to 16" main. The amount of credit is $9,849.95. The Developer shall be assessed or shall pay the watermain trunk area charge in cash at the time of final plat approval at Developer's option. If assessed, an interest rate of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. B. Future phases of the Development shall be subject to a watermain trunk area charge based on the prevailing rate at the time of final plat. C. The development is subject to watermain oversizing credits to the water main area charge for the construction of 12 -inch and 16 -inch mains from an 8 -inch main. Credits shall be applied at the time of Final Plat for each applicable Phase of Development and shall be detailed within the Agreement for each Phase. Oversizing costs will be based on pipe size, fittings weights and gate valve sizes. Credit for oversizing of a portion of 16" watermain is applicable to Phase 2. 26. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and public street construction is restricted to access from Fallon Avenue NE. No construction traffic is permitted on the adjacent local streets. 27. PARK AND PATHWAY DEDICATION. A. The City's Ordinance specifically requires 11 % of the land area, or an equal contribution based on the land value no later than at time of final plat approval. For Phase 2 of the Development, the total park dedication required is satisfied by the construction of the Fallon Avenue pathway along the 2nd Page 114 2148350 Addition of the plat. The Developer shall receive a credit to Park Dedication in the amount of $8,686.26, which shall be allocated against the other area charges within the plat. Park dedication was calculated as follows. 18.97 acres x 11 % = 2.09 Acres of Park Dedication Required 2.09 Acres x $12,686 (value of acreage at time of final plat) _ $26,513.74 $26,513.74 — $35,200.00 (credit) _ $8,686.26 Park Dedication Credit B. In this Phase 2, the Developer shall construct the 10 -foot wide bituminous pathway along Fallon Avenue NE within the right of way and shall receive a construction cost credit from the park dedication fee for the applicable phase of the development based on the Park Dedication requirements at that time. A portion of this pathway was credited with Phase 1 and is excluded from applicable length credit for Phase 2. The credit for Phase 2 totals $35,200.00. C. In compliance with Resolution 2021 -OX, the developer will plat Outlot E of Haven Ridge in a future development phase. Trails constructed by the Developer located in Outlot E as shown on the approved preliminary plat shall receive credit from the park dedication fee pursuant to the City approved Trail plans at the time of construction. The park and trail requirements shall be approved by the Park and Recreation Commission. Credits for trail construction shall be applied at the time of final plat of the Development and shall be detailed within the Contract for the phase. D. Internal sidewalks and pathways along new roadways are to be constructed by the Developer with no credit from the park dedication fee. 28. LANDSCAPING. The Developer shall plant, per the City's Zoning Ordinance requirements, at least two (2) trees per lot, as well as tree planting areas pursuant to the Landscaping Plans as reviewed and approved by the City. The Developer's Landscaping Plan shall meet the Zoning Ordinance requirements. The Developer shall provide a landscaping security deposit in the amount of Page 115 214835v1 $194,062.50 to ensure the placement of landscaping, wetland restoration and wetland buffer landscaping per approved plans per Section 32 of this Contract. The security shall be held for one full year of two growing seasons following installation and inspection. The wetland portion of the security shall be held in accordance with the required maintenance plan. 29. TREE PRESERVATION. A. A Tree Preservation Plan has been submitted. The plan shows a total of 1 specimen tree to be protected within Phase 2 of the Development. Specimen trees shall be protected during development per Monticello Zoning Ordinance 4.2. The Developer shall provide a security deposit to ensure the protection of this specimen tree per Section 32 of this Contract. Should the Developer need to remove a "specimen tree" for the development of a lot, the Developer must replace the "specimen tree" with three or more replacement trees equaling or exceeding a total of eighteen (18) aggregate caliper inches, and the required replacement trees shall be planted within twelve (12) months of the removal or destruction of the specimen tree. B. Any lots within Phases 2 which impacts tree preservation areas shall require submission of tree preservation plans by lot prior to development within the plat. 30. WETLANDS. A. The wetland impacts and mitigation are required to be permitted under the Wetland Conservation Act and the US Army Corps of Engineers Section 404 permits. B. The project includes 0.8375 acres of wetland impact. The required replacement is 1.6751 acres per approved wetland permits. The Developer shall provide the final signed paperwork to the City and the SWCD for both applicable permitted wetland banks prior to starting any wetland impact work. The Developer is required to comply with the comments of the City Engineer's wetland review per the letter dated April 21, 2021. Page 116 214835v1 C. Developer is required to establish wetland buffers around the wetlands per City Zoning Ordinance 3.7(D). The wetland buffers will be natural, native vegetation strips of land above the wetland boundaries and may include trail ways. The buffers are required to be placed within an outlot or easement and the Developer is required to maintain the wetland buffers until vegetation standards are met. D. In compliance with the approved wetland permit, the Developer is required to complete restoration for Wetland 10 as part of Phase 2 per applicable plan and wetland permit. E. The Developer shall provide a deposit for the establishment of the wetland buffer and restoration of Wetland 10 per approved wetland permit and applicable buffer plan and grading plan. The amount of security for this purpose is included within the landscaping security. The security will be held by the City until the Developer's wetland consultant certifies that the restoration and establishment has been installed in accordance with the plans and permit. F. During the first five (5) years after initial planting, the developer shall submit to the City an annual report documenting the progress for establishment of the buffer and restoration of Wetland 10. The report shall comply with the requirements in the buffer ordinance and is due by December 31 of each year. To guarantee compliance with this requirement, the developer shall submit a $7,000 deposit which shall be based on the estimated review of annual reporting and the management plan for the wetland buffers and Wetland 10 restoration within Phase 2. G. The City will complete review and inspection of wetland buffers and Wetland 10 during the 5 year management period, the costs for which will be charged against the 3% grading and restoration escrow per Section 20(B) of this agreement. H. Prior to the City issuing a building permit, the developer shall record a notice of the wetland buffer requirement against the title to the lot with the office of the Wright County Recorder or Registrar of Titles. Page 117 2148350 The Developer shall provide a deposit of $9,000.00 for the placement of wetland buffer and conservation easement posts per applicable wetland buffer plan and grading plan. The security will be held by the City until the Developer's land surveyor certifies that all posts have been set following site grading and utility and street construction prior to the issuance of a building permit for that lot. The deposit is calculated as follows: $300 /post x 47 posts = $9,000.00 Lot surveys for individual lots shall include the wetland buffer area and dimensions, in addition to the conservation easements. K. The Developer shall show all delineated wetlands on the preliminary plat and all wetland buffers on the grading plan. L. Contemporaneously with this agreement, the City grants a right of entry to the Developer and their agents to Outlot B of Haven Ridge for the restoration and management of Wetland 10 lying within the outlot. 31. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the April 21, 2021letter signed by James Stremel, PE, Senior Project Manager for WSB, along with subsequent review comments based on plan revisions. B. Implementation of the recommendations listed in the July 16, 2019 letter signed by Sara Buermann, PE, Traffic Engineer from Wright County to Matthew Leonard at the City of Monticello. C. Implementation of the recommendations of Resolution No. , including the City Staff recommendation listed in Exhibit Z. Page 118 214835v1 D. Implementation of the recommendations of Resolution No. , for approval of the Final Plat, including Exhibit Z conditions. E. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post an $14,100.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 47 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. F. The Developer shall be responsible for the cost of street light installation, street sign installation and mailboxes consistent with the ordinance, Design Manual and Standard Specifications of the City. G. Pursuant to a traffic study completed for the Haven Ridge project, the Developer is required to improve adjacent roadways fronting the Development (i.e. Fallon Avenue and 85th Street) with safety improvements. The improvements for Phase 2 include adding 4 -foot bituminous shoulders and pathways to along Fallon Avenue. H Also included in the Development is the realigning and provision for the future extension of 85th Street as an east -west collector road in accordance with the City's Transportation Plan and Wright County's Transportation Plan. This includes the extension of Fallon Avenue/Eisele Avenue and a roundabout intersecting with the re -aligned 85th Street within the Development. Credits will be provided for the oversized street width for 85th Street from a 36 -foot to a 44 -foot wide street width at the Page 119 214835v1 time of Final Plat for each applicable Phase of Development and shall be detailed within the Agreement for each Phase. The oversizing credit amount will be based on unit prices for excavation, granular borrow, class 5 aggregate and bituminous surface at the time of the improvement. No credits are applicable to this Phase of Development. I. Burying of existing overhead powerlines along adjacent roadways and corridors are subject to the review and recommendation of the City Engineer based on project feasibility, cost and ordinance requirements. Per city ordinance, all utilities within or serving new development shall be placed underground. I Right of way dedication shall occur as a part of each Phase of Development with the Final Plat, consistent with the approved Preliminary Plat. Future right of way shall be as approved on the Preliminary Plat and placed in outlots until the time of Final Plat for each Phase. K. Right of way vacation as is not applicable to Phase 2 of the Development. L. The Development is subject to an assessment for City Projects 14CO03 and 12CO01 for public street improvements for Fallon Avenue and 85th Street. The amount of assessment applicable to this phase is $7,261.72 and shall be assessed per Section 35(D). The balance of the assessment will be apportioned at the time of future phases. M. The contractor shall install conduit, fiber, and other facilities for the city owned fiber network in the joint trench per city standards. The city will provide plans and details for the installation and the contractor shall submit to the city a cost estimate for approval prior to construction. Upon approval and completion, the city will reimburse the Developer for the cost of the installation of the fiber network. N. The existing home and structures within the plat shall be demolished in a future phase. The developer will be required to submit a security for the demolition of the structures at the time Page 120 214835v1 of the corresponding phase of development. The home and all structures within the plat are required to comply with ordinance requirements for continued operation and use. 32. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") for $ plus a cash fee of $205,531.67 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 364,817.45 Watermain $ 315,480.00 Storm Sewer/Draintile/Infiltration Basin $ 399,278.10 Streets, Driveways and Sidewalks/Trails $ 846,062.50 Lighting, Street Signage, Mailboxes $ VERIFY CONSTRUCTION SUB -TOTAL (ESTIMATED) $ OTHER COSTS: Lot Corners/Iron Monuments $ 14,100.00 TOTAL COSTS $ TOTAL CONSTRUCTION SECURITIES: Total Costs X 125% $ OTHER REQUIRED SECURITIES Wetland & Conservation Easement Posts $ 9,000.00 Wetland Restoration Management $ 7,000.00 Landscaping $ 194,062.50 Tree Preservation $ 1,200.00 Fence Removal $ VERIFY Page 121 214835v1 Grading, Erosion Control & Restoration $ 87,510.00 TOTAL OTHER REQUIRED SECURITIES $ This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. B. To guarantee the completion of subject property landscaping improvements in compliance with approved Plan J, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") for $9,400.00. Individual securities will be required by lot if the required landscaping has not been installed at the time of certificate of occupancy for each. The security shall be held for two complete growing seasons after installation of landscaping materials to guarantee compliance with City landscaping standards. Page 122 214835v1 C. The Developer shall furnish the City with Security in the amount of $ 87,570.00 to guarantee grading and restoration of the subject property in compliance with approved Plan B. Plan B illustrates the grading of 29.19 acres within the plat. 33. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: Administrative (2%) $ 38,512.76* Legal (2%) $ 38,512.76* Planning (2%) $ 38,512.76* Engineering and Inspection (7% total) Grading/Restoration and Erosion & Sediment Control Inspection Fee (3% of grading) $ 12,967.86* Streets and Utilities Review & Inspection (4%) $ 77,025.52* Total Cash Requirements $205,531.67 * Fees and final amounts reconciled to actual expenses at close of project. 34. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public improvements is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 35. RESPONSIBILITY FOR COSTS. Page 123 2148350 A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Section 33 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable in equal installments over a ten- year period, plus interest of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the Page 124 214835v1 principal balance commencing on the date of final plat approval by the City of Monticello. Assessments shall be allocated on a per lot basis over 47 units. The assessments may be paid in full with interest payable prior to November 1 st of the year prior to levying of assessment. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), water availability charges ("WAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 36. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 37. MISCELLANEOUS. Page 125 214835v1 A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan state, and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Grading, curbing, and one lift of asphalt shall be installed on all public streets prior to issuance of building permits, with the exception of two single family model home structures. The exception is contingent upon the submission and approval of complete as -built grading plan and development plans for the plat, and placement of lot corners for the permitted lots. Release of the building permits is subject to the review and approval of the City Engineer and Building Official. No certificate of occupancy for the permitted structure may occur until streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no Page 126 214835v1 one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Developer, or its prime contractor, shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $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 Page 127 214835v1 later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. J. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer's negligence or its performance or failure to perform its obligations under this Contract. Developer's indemnification obligation shall apply to Developer's general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. L. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells a part or parts of the platted land. M. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls on the development plans, or special conditions referred to in this Page 128 214835v1 Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 38. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Haven Ridge L.L.C., attention: Marc Schulte, 1313 Hillwind Road, Fridley, MN 55432. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Monticello, MN 55362. [The remainder ofpage intentionally left blank. Signature pages follow.] Page 129 214835v1 CITY OF MONTICELLO Lloyd Hilgart, Mayor (SEAL) Rachel Leonard, City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2021, by Lloyd Hilgart and Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public Page 130 2148350 DEVELOPER: HAVEN RIDGE L.L.C. M. STATE OF MINNESOTA ) (SS. COUNTY OF ) David G. Schulte, Its President The foregoing instrument was acknowledged before me this day of 2021, by David G. Schulte, the President of Haven Ridge L.L.C., a Minnesota limited liability company, on behalf of said entity. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ Page 131 214835v1 EXHIBIT "A" TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT Legal Description of Property Being Final Platted as HAVEN RIDGE 2ND ADDITION Outlot D, HAVEN RIDGE, according to the recorded plat thereof, Wright County, Minnesota. Page 132 214835v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PUD (Haven Ridge 2nd Addition) , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2021. STATE OF ss. COUNTY OF Its The foregoing instrument was acknowledged before me this day of 2021, by the of a , on behalf of the Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] Page 133 214835vl IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer)- and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated , 2 , of (Name of Bank b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its Page 134 214835v1 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Insurance Company: () Claims Made LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy COVERAGE PROVIDED: Operations of Contractor: YES Expiration Date: O Occurrence $1,000,000 for each occurrence $1,000,000 or more Page 135 214835v1 Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy: Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On Authorized Insurance Representative Page 136 214835v1 SUMMARY OF EXPENSES/FINANCE PLAN Phase II v6, April 22, 2021 Total Acres in Development 213.92 gross Total Acres in Phase 18.97 gross Total Units in Development Conservation/Wetland Posts $200 253 Single Family Acres or 73Townhome Net Multi -Family Total Units in Phase 47 Single Family Units 0 Townhome Assessment 0 Multi -Family The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond 120.03 net acreage (at high water level) and wetlands at the 18.23 net delineation line, rounded to the nearest tenth (1/10th) of an acre." Trunk Area Charges & Park Dedicatio $155,250 1.25 $194,062.5012 trees per lot, 4 corner/$200 per lot, wetland rest and buffer Conservation/Wetland Posts $200 Acreage Acres or Credits Net Note City Escrow (General Admin) Charge Units Tree Preservation Assessment $2,000 minimum; Actual; cost reconciled at project completion Park & Pathway Dedication 2.00% Fence Removal $38,512.76 $2,000 minimum; Actual; cost reconciled at project completion Park Dedication Provided 2.00% $3,000 29.19 $38,512.76 $2,000 minimum; Actual; cost reconciled at project completion Park Dedication Required (11%) $12,868.00 2.09 ($35,200.00) -$8,305.88 18.97 x 11% = 2.09 AC Total Park Dedication Required 3.00% $12,967.86 Special Assessments Reconstruction $158.98 18.97 $3,015.85 Fallon Ave Improvements CP12C001/Total of $34,008.88 Reconstruction $223.82 18.97 $4,245.87 Fallon & 85th Improvements CP14C003/Total of $47,880.12 Sanitary Sewer (unit) $1,594 47 ($31,623.75) $43,294.25 Credit for sanitary sewer connection Watermain (unit) $1,182 47 ($29,347.70) $26,206.30 Credit for watermain connection and oversizing Storm Sewer Base (net acres) $4,268 18.23 $77,805.64 Storm Sewer Alternate $4,374 18.23 NA Pay at final plat or assessed by lot Total amount to Assess $146,262.03 Per Lot Assessment based on (#) units 47 $3,111.00 ity Review &Tispection $155,250 1.25 $194,062.5012 trees per lot, 4 corner/$200 per lot, wetland rest and buffer Conservation/Wetland Posts $200 45 $9,000.00 Wetland Management Escrows based on public improvement costs City Escrow (General Admin) 2.00% $7,000.00 $3500/ac. = 0.3952 ac WL X $2500 x 5 yrs = $7000 Tree Preservation $38,512.76 $2,000 minimum; Actual; cost reconciled at project completion Legal 2.00% Fence Removal $38,512.76 $2,000 minimum; Actual; cost reconciled at project completion Planning 2.00% $3,000 29.19 $38,512.76 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $12,967.86 Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $77,025.52 Wetland Review and Inspection Included in Engineering and Inspection Total City Fees $205, QW Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Notes Sanitary Sewer $364,817.45 Watermain $315,480.00 Storm Sewer $399,278.10 Roads, Driveways and Sidewalks/Trails $846,062.50 Verify street section standard and cost Lighting, Street Signage, Mailboxes Need lighting and mailbox estimate Construction total (for purpose of calculatina other Lot Corners/Iron Monuments $300 Total Construction Cost for the purpose of calculating LOC Maximum allowable reduction prior to acceptance and bond Estimated site grading cost for calculation of LOC of Credit $1,925,638.05 47 $14,100.00 $1,939,738.05 56 90.00%1 $2,182,205.311 $432,262.00 Landscaping $155,250 1.25 $194,062.5012 trees per lot, 4 corner/$200 per lot, wetland rest and buffer Conservation/Wetland Posts $200 45 $9,000.00 Wetland Management $7,000.00 $3500/ac. = 0.3952 ac WL X $2500 x 5 yrs = $7000 Tree Preservation $200 6 $1,200.00112 CPI Significant tree = 200.00/2 CPI Fence Removal IVerify full and type offence removal w/i grading Grading $3,000 29.19 $87,570.00 Surety for grading to plan and restoration City Council Agenda: 04/26/2021 21. Consideration to grant a second extension for Final Plat Application for Spirit Hills South to November 22"d. 2021. Applicant: R.W. Land Holdings. LLC Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 4/26/21 ® Consent Agenda Item Reviewed by: Approved by: Community & Economic Development Coordinator, Project Engineer City Administrator ACTION REQUESTED Approve a six-month extension of Final Plat application for Spirit Hills South to November 22, 2021. PREVIOUS COUNCIL ACTION The City Council approved the Preliminary Plat and Amendment to Planned Unit Development for Spirit Hills South, a 48 -unit single-family residential project on May 28, 2019. REFERENCE AND BACKGROUND R.W. Land Holdings, LLC has requested a second one-year extension of the timeline for submission of the final plat for the proposed Spirit Hills South development. The site is zoned R- A (Residential Amenities) District, which has larger lot area and home size requirements. The PUD component of the project was processed as an amendment to the original PUD, which was approved as a conditional use permit. Monticello Subdivision Ordinance section 152.026(E) requires the following: (7) Approval of a preliminary plat shall be null and void unless within 360 days after receiving the last required approval of the preliminary plat there shall be submitted to the Zoning Administrator a final plat or plats for all or a portion of the approved preliminary plat in accordance with the conditions upon which approval was granted by the City Council. An extension from this requirement may be granted by the Council upon the reception of a request for extension. An extension shall be requested in writing and filed with the city at least 14 days before the voidance of the approved preliminary plat. For this project, 360 days from the Preliminary Plat approval would have required application for Final Plat no later than May 22, 2020. The applicant requested an initial extension of the deadline for submission for one year, which was granted on April 27, 2020. City Council Agenda: 04/26/2021 Per the property owner's most recent letter of request, they are currently seeking a buyer for the site and project. To continue working through that process, the owner requested a second extension. Consistent with the recent extension of the Monticello Business Center 7t" Addition/Twin Pines project, staff recommends a 6 -month extension, rather than one year as requested by the applicant. The 6 -month extension provides additional time for the owner to continue their efforts to market the project and recognizes the current pandemic -related conditions. However, a 6 -month extension recognizes that it is appropriate after that time to re-evaluate the impacts of a further extension and need for a new public hearing related to the project. With a 6 -month extension the applicant would be required to file the Final Plat and Final Stage PUD documents for the amendment no later than November 22, 2021. Should the final plat/PUD be filed in 2021, the development fees and deposits will be per the adopted 2021 fee schedule, and the development finance plan will reflect those changes. As related to the development of the site per preliminary plat, a left turn lane from Fenning Avenue (CSAH 118) to the proposed Wildwood Avenue was required to be constructed with the development. However, with Wright County's reconstruction of Fenning, the turn lane will be constructed and the necessary right of way provided. Budget Impact: None. II. Staff Workload Impact: Limited to review of request and drafting this report. III. Comprehensive Plan Impact: Spirit Hills South provides an inventory of larger single-family lots. With the exception of a future phase of the Haven Ridge development, larger lot residential subdivision has been absent from recent residential platting. The Monticello 2040 Plan's growth strategy specifically cites the need for a range of housing types. The 2020 Housing study also demonstrates a need for move -up ownership housing options within the community. As such, staff believes the preliminary plat and development stage PUD as approved are consistent with the city's planning. STAFF RECOMMENDED ACTION City staff recommends approval of a second extension for Final Plat Application for Spirit Hills South of 6 months to November 22nd, 2021. SUPPORTING DATA A. Resolution 2021-30 B. Letter of Request C. Preliminary Plat of Spirit Hills South CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-30 A RESOLUTION OF THE CITY OF MONTICELLO APPROVING AN EXTENSION TO THE REQUIRED APPLICATION DEADLINES FOR FINAL STAGE PLANNED UNIT DEVELOPMENT (PUD) AND FINAL PLAT FOR SPIRIT HILLS SOUTH WHEREAS, the applicant is the owner of Outlot B, Spirit Hills; and WHEREAS, the applicant has submitted an application for and received approval of a preliminary plat and amendment to development stage planned unit development for the platting of Outlot B as the proposed Spirit Hills South, for the purpose of development of a 48 -unit single-family residential project; and WHEREAS, the applicant is required to submit an application for final plat within 360 days of preliminary plat approval and an application for final stage PUD within 60 days of approval of the development stage PUD; and WHEREAS, the applicant has previously requested an extension of one year as related to the submission of the application for final stage PUD and final plat; and WHEREAS, on April 27th, 2020 the City Council acted to grant a one-year extension for the final stage PUD and final plat application as allowed by ordinance to May 22nd, 2020; and WHEREAS, the virus named "SARS-CoV-2," is a new strain of coronavirus that has not previously been identified in humans and can easily spread from person to person and which causes a disease named "coronavirus disease 2019," commonly known as "COVID- 19," which is a respiratory disease that can result in serious injury or death; and WHEREAS, the City of Monticello has adopted an Emergency Declaration as related to the COVID-19 pandemic under the authority given by Minnesota Statutes, Section 12.29, which declares that a local emergency exists within the City of Monticello, effective 4:30 p.m. March 27, 2020, with all the powers and responsibilities attending thereto as provided by Minnesota Statutes, Chapter 12, which directs City Staff to review ordinance and regulatory requirements, operations, civil and legal proceedings, events, and resources to determine whether the foregoing should be adjusted or suspended, and to make recommendations regarding additional emergency regulations to support the employees and residents of the City of Monticello; and WHEREAS, the City Council has on April 261h, 2021 considered a request for extension of the application requirements for final plat and final stage PUD; and WHEREAS, under the authority of the Emergency Declaration, the City Council of the City of Monticello finds that the extension request is appropriate and reasonable due to circumstances related to the pandemic. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the request for extension to the required application deadlines for Final Stage PUD and Final Plat to November 22nd, 2021 is approved, subject to all previously assigned and approved conditions per Resolutions 2019-012. ADOPTED this 26th day of April, 2021, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL M 2 Lloyd Hilgart, Mayor R. W. Land Holdings, LLC P.O. Box 248 Princeton, MN 55371 763.389.1873 Request for Extension / am requesting the City of Monticello, Monticello Council, at their Apr1/26, 2021 meeting, grant an extension of our Preliminary Plat, De- velopment Stage PUD, and Rezoning that was approved on May 28M, 2419 be extended for a period of one year. R, !i!/. L and Holdings, L L C at this time does not feel final de velopment would ,be in our companies bust interest financially, lam working with possible ,buyers to de velop the property, / ha ve se vera/ interested par- ties but they are waiting to see where the economy is headed. We fee/ i an extension is needed for us to reevaluate this project, Thank you for the consideration of my request, R !/1/. L and Holdings, L L C Requested by.- Roger Winkelman, Chief Manager Land Holding Company 0) 3 7 0 CD ro i M 3 i 0 r co M a_ i 00 0 0 N E O O "-' Y M m U, 0 IC 0 0) J o > N D 00 I o-0 0 Q Y // /I k \ / % 33 33 \ ni ITI nT �� / I U V I L_ U I `, / / / / I I � I / / / I '1� / / / 155.500.241102 1 / / I \ "11-1 / 155.500.241103 City of Monticello / / 155.116.004010 City of Monticello I Zoning: A-0 1 155.152.000010 / / / Jeffrey A. Mason Zoning: A-0 Brian K. Shultz / / + Zoning: R-1 60 / 213.100.241200 � r- ) I I_ ) I T Zoning: R -A / / Electrical Distribution Easement -_! __ _ r \ Craig A. & � P -OH 1 � I / per Doc. 674478 & `� � / \ Shelley D. Boutain I ,�-Utility Easement per Doc. 1189528 � I I I \ I I / / Ingress/Egress &Utility \\\\i /' / \� � / / FIs / ,o,a / Ingress/Egress Lease perms\ Easement per Doc. 674339./ Y\ / \ / / 0 3 q � o N �.-Utility Easement per Doc. 1189528 Doc. 1072034 �\\ I / 1 \ / / I �� 3 rn o� / / / Ingress/Egress Easement \ \ \\ \ \ \ / / 1 i / \ 213.100.241201 Craig A. & Shelley D. Boutain 213.100.243100 Rene & Linda McCullough 213.100.241300 James C. 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'*# �>- D(d 9 \ Y \P\ ao y 1 - _ \ ��1_ \ �405� 1\ L -I_ I / i - -� 0 � �-----_ #420 7 � / y \ - \ I - _ � 407 #408 _ ryaV & 411 #415 / / - - - #418 - - - - � N � - - � \211' � 41' 14' - - -I- - - 3.0 - 1 Ut'1'# E � # � 100' - 11 — N 50 0 50 100 SCALE IN FEET I I E I I VICINITY MAP SEC.24, T.121, R.25 NO SCALE -- - --. I I I L --------]-----[----] I I I L--- -- -- -- Municipality: City of Monticello Existing Zoning: PUD - Planned Unit Development R -A Residential Amenities District Proposed Zoning: PUD - Planned Unit Development R -A Residential Amenities District Proposed Use: Residential Road Mileage: 3,556 LF or 0.67 Miles Street Lighting as required Proposed Utilities: \ SET 1/2" x 14" IRON PIPE WITH \ Plat Area: 11 rl Total Area: 1,083,648 Sq.Ft. = 24.877 Acres I\J ROW: 223,629 Sq.Ft. = 5.134 Acres Park Area: 0 Sq.Ft. = 0.00 Acres Building Setbacks: Front yard: 30 feet X = Side Corner: 20 feet GATE VALVE I-1 II DENOTES Side yard: 10 feet Lot Summary: \ \ I _\ / I � - �\ 1 , I -- I \ I I\ o it /_L/. ./ --- \r \ // I I \ I �% / �I / / / / / I / \ / - I � I I \ / 1 / - I \/' \,'1�0 / ib / I . / \ I \ 1 155.116.003030 1 �' / / i 1 / / / \ %` / /. - JI 078 Sq.Ft. I I \ 24,018 S F� I I / / / \ / / o °? / "� / o- 14 000 S Ftp 0 1 Dale A. Breiwick \ ;n 1 . \ \ 4 1 / / / / / //� / // / o / / / I I / / \ _ - - ; /� ' 0.32 Acres \ 0.55 Acnes \ \ / / / / I / rn I-- q \ I ° °> X ( Zoning: R-1 \ cNo\ \ T / , . / / , / / I I / / \ _ - \ / I I \ / \ / //, �j I 0.32 Acres ° \ / W \ I /' I / I / / / / / I I \\ / \ ' �\ \ / / \ \ X I / / �/�� o.o / 14 - - \ \ I o \ \/\ 16,8�� sq.Ftr - I ; / / 1 / �, / / / / / I I / / I / ,(. / �� I I �\ \ \ \1° , / / w / / / I \ w \ \ __ D \ 1 0.39 Acres /, I / \ �' /' A / ' / / / L / / I/ / / / / / \ \ - / ---_ -_- - —1sso = I I --- �- �----- --- \ / \ o / %,13aq I / / / / L - - - - - - \ - - J I \ / 60 / \ i __ / / / / / / /I � / o / I / \ `� / 127.4 I 133.7\ / \ �-.6N \ \ / I / / / / o/ � - - \ LLJ I \ 4, I / _ /:1 / / / a \ �= / O \ \ / / / \ x � > \ ` - - 1 � i J I / 20 041 S/q. 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I . _ q/ I / / Paul A. & / I / / o, 18,982 Sq.Ft. I 14,805 Sq.Ft. q \ __ _ . � I / \ I I \ I I I 15 262 S Ft/ 20 360 S Ft. h - / 0.34 Acres- - - -i- -1'- - - 0.48 Agres_ colo _-61 / \ / \/ Elisa K. Kunde n \ \ I / / q / Sq.Ft./ / / 0.44 Acres T . - �.3sE Acres . I 1 i __ � I- - _ \ - 0 � Zoning: R-1 / `r \ I\ __ __ __ I I \ I N 1 I -LL - / 0.35 Acre.1r II / . 0.47 Acres �, / I I I i - \ - - - // s / \ I g: �'o,/� o o \ io I 14,03 Sq.Ft. \\ I �� /_ \ I I /�/ 3S / I 1 Q I - ----- --- -I-� -- - _ 9 I / I J L _ t o \ I o \ 1 \\ 0,1 � 0.32 Acres `- --- I \ #40T- _ _ I 14,852'Sq,Ft. \ _ I \ \ _ _ _ - - - - - - - lna e & Utilit Eas ment r7 r A) 14 � I \ \ / 4. S9 - #421 422 / \ \ II 0.34 Acres \ I - - - \ / / / � -_ \ Rra ? - I � �7 41 s- - �` - - - I _ ro #419. '*# �>- D(d 9 \ Y \P\ ao y 1 - _ \ ��1_ \ �405� 1\ L -I_ I / i - -� 0 � �-----_ #420 7 � / y \ - \ I - _ � 407 #408 _ ryaV & 411 #415 / / - - - #418 - - - - � N � - - � \211' � 41' 14' - - -I- - - 3.0 - 1 Ut'1'# E � # � 100' - 11 — N 50 0 50 100 SCALE IN FEET I I E I I VICINITY MAP SEC.24, T.121, R.25 NO SCALE -- - --. I I I L --------]-----[----] I I I L--- -- -- -- Municipality: City of Monticello Existing Zoning: PUD - Planned Unit Development R -A Residential Amenities District Proposed Zoning: PUD - Planned Unit Development R -A Residential Amenities District Proposed Use: Residential Road Mileage: 3,556 LF or 0.67 Miles Street Lighting as required Proposed Utilities: DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I N -1 I__6 N ,I 6-� � - --J L-- -- (NOT TO SCALE) Being 12.00 feet in width and adjoining all right of way lines and rear lot lines unless otherwise shown on this plat and being 6.00 feet in width and adjoining all side lot lines unless otherwise shown on this plat. LEGEND O = Sewer: Municipal (available) SET 1/2" x 14" IRON PIPE WITH Water: Municipal (available) Plat Area: CAP MARKED "RLS 18420" Total Area: 1,083,648 Sq.Ft. = 24.877 Acres Proposed ROW: 223,629 Sq.Ft. = 5.134 Acres Park Area: 0 Sq.Ft. = 0.00 Acres Building Setbacks: Front yard: 30 feet X = Side Corner: 20 feet GATE VALVE Rear yard: 30 feet DENOTES Side yard: 10 feet Lot Summary: 48 Single Family Residential Lots WATER LINE 2 Outlots Owner/Subdivider: R.W. Land Holdings, LLC ->- = P.O. Box 206 SANITARY SEWER LINE Princeton, MN 55371 DENOTES (763) 389-1873 = Roger Winkelman Designer/Surveyor: Rum River Land Surveyors & Engineers. DENOTES P.O. Box 1044 © = Princeton, MN 55371 ELECTRIC TRANSFORMER (763) 389-4476 DENOTES 3601 Thurston Ave. b, = Anoka, MN 5539=03 UTILITY POLE (763) 427-5860 DENOTES brian@haa-inc.com DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I N -1 I__6 N ,I 6-� � - --J L-- -- (NOT TO SCALE) Being 12.00 feet in width and adjoining all right of way lines and rear lot lines unless otherwise shown on this plat and being 6.00 feet in width and adjoining all side lot lines unless otherwise shown on this plat. LEGEND O = DENOTES SET 1/2" x 14" IRON PIPE WITH PLASTIC CAP MARKED "RLS 18420" • = DENOTES FOUND IRON MONUMENT --920-- = DENOTES SURFACE CONTOUR (2 FT. INTERVAL) X = DENOTES GATE VALVE = DENOTES HYDRANT - I - = DENOTES WATER LINE Os = DENOTES SANITARY SEWER MANHOLE ->- = DENOTES SANITARY SEWER LINE ® ® = DENOTES CATCHBASIN = DENOTES STORM SEWER MANHOLE ->>- = DENOTES STORM SEWER LINE © = DENOTES ELECTRIC TRANSFORMER -� = DENOTES LIGHT POLE b, = DENOTES UTILITY POLE ,L = DENOTES GUY WIRE -P-oH - = DENOTES OVERHEAD ELECTRIC HH Q = DENOTES HAND HOLE p = DENOTES TELEPHONE PEDESTAL � = DENOTES SIGN �� = DENOTES EDGE OF WOODS = #425IV DENOTES TAGGED TREE (SEE LETTER) —w = DENOTES EDGE OF DELINEATED WETLAND = 1:1 DENOTES BITUMINOUS SURFACE = El DENOTES CONCRETE SURFACE El= DENOTES GRAVEL SURFACE EXISTING PROPERTY DESCRIPTION: (PID NO. 155.152.000020) (PER COMMITMENT FOR TITLE INSURANCE BY CHICAGO TITLE INSURANCE COMPANY, ISSUED BY HOME SECURITY ABSTRACT & TITLE COMPANY EFFECTIVE FEBRUARY 7, 2019) Outlot B, Spirit Hills, according to the plat thereof on file and of record in the office of the County Recorder, Wright County, Minnesota. 1 - #406 I \ I asemen / \ \ -20- \ \ \ N I \ \ I N \ -46'_� I 103' #410 i 123' !' 157' _ -100 - - - , / a' T- / /\ 15' \ L-'---149, --�. - 30 30 \ 137 \-11 / ------------ ------_-- o � \ \ \ BM - s o \ - - - _ _ - - - - /' / ` // N88°57'39"E _' - - - - - - - _ - - - - _ - i - - — _ _ _ - - - - - - - v o I_) /� I I I I\ I � \ 1. The professional surveyor has made no investigation or independent search for easements of / / - / T \ \ - - - - - - - - - _ _ - _ _ - _ - - - - _ _ _ - - _ _ - -l000 - - \ o0 o record, encumbrance, restrictive covenants, ownership title evidence, or any other facts that an / \ \ \ V77� \ \ - - \ \\1 / , - - -- - - - _ � -> / / ) / I I I I }- -� ` I n / / � T = - _ _ � I- ) `- f�. -T I� T\ I ,I - - _ \ \ J � w I \ �/ L _ L _ I I N \ 7 accurate and current title search may disclose. V \ \ -- // \7 - \ \ \\ / I/ F 1 11_ _ L _ �J-��1� // 1, / \ I \XV4 \/ I \ L) �° / \ I I I 1 \, I 7� / I \ \ -7 I v 1-- -I 1 \ \ / / / \ \ \ \, - - r / / / / / �/ I 1-1 / I _\ � 2. The underground utilities shown have been located from field survey information per Gopher \ 1 \ / v I �. \ / / T \ , \ / - - - / _ _ _ - / \0\0 __ / / /[ I V / - -- _ \ \ \v „ Lo Q State One Call Ticket Nos. 190220779, 190220780, 190220781,190220785 and record plans. \\ ) I 155.201.001070 I - / \ / / � / / / I / __ v -1 '� ti The surveyor makes no guarantees that the underground utilities shown comprise all such LI a r - - 1 / 1-1 / / / / � I Z ., 10 Progressive Builders - v / 1 �_A I / - �- / / / I I o_ utilities in the area, either in service or abandoned. The surveyor further does not warrant Zoning: R -A __ .4. ( / / / \ \ < ` 155.123.002010 155.123.002020 that the underground utilities shown are in the exact location indicated although he does 14" I < ,� 1 11 rl 155.201.002090 / / / / / / I I David L. &Mary E. Angela K. Stillwell certify that they are located as accurately as possible from information available. The I I I I I ^ I I� � /L-1 J v 1 lJ \ Aaron B. Stonestreet / / / / - fi \1� / I Field Zoning: R-1 / / / / \ ) \ I � - Zoning: R-1 surveyor has not physically located the underground utilities. Prior to any excavation, contact F 1 I L _ L _ � I L_/ L- - _�. v 1 155.201.002100 Zoning: R -A Z / / \_ 155.199.001040 155.199.001030 155.199.001020 155.199.001010 �I _ _ / / � Gopher State One Call for an on-site location (651-454-0002). The subsurface utility — — — — �� _ Brent &Alison - - / \ 155.199.001050 PPM Management, LLC I Michael J. Ziegler Sr. Jim Leuer I Jim Leuer () v Donna I- A I-) K A Z / / JeffreyM. & \ Zoning:R-A Zoning: R -A I Construction, Inc Construction, Inc 1 A 11r \_ information on this survey is utility quality level D. This quality level was determined according 'I y / g � to the guidelines of CI ASCE 38-2, entitled "Standard Guidelines for the Collection and Zoning: R -A I / \ I \ I \/ I / f�� Lori J. Jacobson Zoning: R -A Zoning: R -A _ v v 9 Cl/ ASCE I� \ / / / -7 \ �. \ Zoning: R -A I I _ D I Depiction of Existing Subsurface Utility Data. _ s o / / // / 155.199 001070 \ 155.199 001060 �_ v I C ) I _L 1 - 3. Bearings are based on the record plat of SPIRIT HILLS. I,-, I - L — � 155.201.002080 / / \ �- �- �- — `J v Y Aaron S. & / Gregory J. & Zach Zoning: McConnell � 4. Project Benchmark: MnDOT Monument "BAUER MNDT AZ MK". Elevation = 957.05 NGVD 1929 -� Jennifer L. Pilon \ Zoning:R-A , J ( ) �- /\ � � I T I /� N I Sara R. Cahill / \ / Zoning:R-A F () Zoning:R-A Site Benchmark 1: To Nut Hydrant on the west side of Bison Avenue; I I I (7') / \ I� I� 1 I 1 U I \I \ / / � / \ o r� r- r- ED s : T �� r- r- T o # P Y S < I; n I /� /1 I i ^ �- / / / 0 I-) L_ L_ I \ 0 .. I I \L -L- 1 150 feet north of Bison Circle. Elevation = 1012.64 (NGVD 1929) I -Y; L.I� `JI v `,\BUJ � I I / / :; / \ - _ / Site Benchmark #2: Top Nut Hydrant in the southwest quadrant of Wildwood 33 60 /___ ////\\— — — F — _F Way and Wildwood Boulevard. Elevation = 1034.15 (NGVD 1929) 50 :I -rte � _ ./ / ZY � __ � 5. Site contains no wetlands per City of Monticello staff. DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: SHEET prepared by me or under my direct supervision and that I BP �/� RIVER SPIRIT HILLS SOUTH am a duly Licensed Professio Land Surveyor under the PRELIMINARY PLAT laws of the Stat f Minn RUM lri DRAWN BY: - FOR - OF MSS LAND SURVEYORS & ENGIIVEERS CHECKED BY: PO B! 44 Telephone: (763)389-4476 R.W• LAND HOLDINGS, LLC CITY OF MONTICELLO, MINNESOTA Princeton, MN 55371 Fax: (763) 631-0376 Date 04/08/19 Lic. No. 49138 BP SHEETS P-4367.01 City Council Agenda: 04/26/2021 4A. Consideration to adopt Resolution 2021-30 to approve Development Stage Planned Unit Development and Preliminary Plat for Commercial Self Storage in the B-3 (Highwav Business) District and to table action on Rezoning to Planned Unit Development, Final Stage PUD, Final Plat and Development Agreement for StorageLink Monticello. Applicant: Byron Bjorklund Prepared by: Meeting Date: ® Regular Agenda Item Northwest Associated Consultants, 04/26/2021 ❑ Consent Agenda Item Community Development Director Reviewed by: Approved by: Chief Building and Zoning Official, City Administrator Community & Economic Development Coordinator, Project Engineer, Fire Marshal ACTION REQUESTED Approve a Development Stage Planned Unit Development and Preliminary Plat for StorageLink Monticello, based on findings in Planning Commission Resolution PC -2021-012 and PC -2021- 013, subject to conditions in Exhibit Z. Table action on Rezoning to Planned Unit Development, Final Stage PUD, Final Plat and Development Agreement for StorageLink Monticello to May 10th, 2021 for revision and submission of plat and PUD plans per conditions for final approvals. REFERENCE AND BACKGROUND Property: Legal Descriptions: Outlot A, Groveland 51h Addition and lengthy legal PID: 155-253-000010 & 155-125-000040 Planning Case Number: 2021-007 Request(s): Rezoning to PUD, Development and Final Stage Planned Unit Development, Preliminary and Final Plat. Deadline for Decision: May 18th, 2021 (60 -day deadline) July 17th, 2021 (120 -day deadline) City Council Agenda: 04/26/2021 Land Use Designation: CC Community Commercial The Community Commercial land use designation is intended to provide locations for everyday retail goods and services generally oriented to city-wide basis. Zoning Designation: B-3 Highway Business District The purpose of the "B-3" (Highway Business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. The Zoning Map below shows the zoning for the parcel. Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North: B-3 (PUD Camping World) East: B-3 (PUD Monticello RV) South: R-1 West: 1-1 (Vacant) Project Description: Byron Bjorklund and StorageLink wish to rezone a parcel from B-3 (Highway Business) District to PUD to allow for the phased construction of 11 storage facility buildings on the roughly 5.77 - acre site. The parcel is currently vacant and is guided for Community Commercial by the City's Comprehensive Plan and is zoned B-3 (Highway Business) District. The applicant is seeking a 2 City Council Agenda: 04/26/2021 Development and Final Stage PUD and the Preliminary and Final Plat as a combined application. The Planning Commission reviews the Preliminary Plat and Development Stage PUD; however, Final Plat and Final PUD go directly to City Council. ANALYSIS: PUD Development Stage — Site Plan & Zoning Review Lot Size. The B-3 District provides for no specific minimum lot size but requires a minimum lot width of 100 feet on a public street. The subject property is 5.66 acres in area. The parcel has approximately 428 feet of frontage on Chelsea Road, and 300 feet of frontage on 90th Street NE. The PUD District would not specify minimum areas or widths. Site and Building Data. The proposed buildings range from 4,800 to 12,000 square feet in size. The applicants indicate that they will construct the project in phases as demand grows over time. The site layout relies on access from a single driveway off Chelsea Road West. The project includes driveways around each of the proposed buildings which will provide access to the individual storage bays. Building separation is shown to be variable between 30-60 feet, which should accommodate adequate drive space while vehicles are parked using the various storage facilities. This dimension is common for these types of facilities. The plans do not dimension the setbacks. Staff has reviewed the plans and made measurements to an approximate scale. Those measurements indicate the proposed buildings along Chelsea Road, specifically Buildings K and L, have been placed in the front setback area of 30 feet, as close as 22 feet to Chelsea Road right of way. The buildings must be shifted to meet the setback, and all plans revised to reflect this change. Further, Building B does not meet the B-3 District's required 30 -foot rear yard setback. It appears to be approximately 22 feet from the common boundary line with the adjoining residential property and will need to be relocated to meet the minimum requirement. In addition, the access gate is setback about 24 feet from Chelsea Road. To prevent cars from stacking into the road it is advised that the gate be set back further from the road based on the City Engineer comments. The Fire Marshal has reviewed the plans, indicated that an additional fire hydrant is required to meet fire code and any plan revisions necessary to meet turning radius for fire apparatus. 3 City Council Agenda: 04/26/2021 Within the project area, the entire developed portion will be paved. The provided site plan does not distinctly detail curb surrounding the perimeter of the paved area. This is a requirement of the ordinance and is a condition of approval. Because the center access drive curves, and the corners of the buildings create protruding corners, it may be valuable for the applicant to consider some pavement striping, or possibly bollard posts in some areas, to direct vehicles and protect building corners. One of the issues with the phased improvement is the likelihood that metal building exteriors and colors (see the materials comments below) will be exposed to the street view as long as the future phases of buildings along Chelsea Road are not yet constructed. To remedy this, staff would suggest one of two alternatives. 1. The preferred alternative would be a phasing plan that develops the external buildings first, thereby creating the required screening effect, after which views to the internal materials and colors would not be possible. 2. A second option would be to increase evergreen landscape plantings along the Chelsea and 90th Street frontages and building color changes to the exposed buildings with the first phase of construction, creating a screening effect while the second phase is not yet constructed. Either option would satisfy the ordinance standards. Off -Street Parking. The site plan does not propose any designated parking spaces. The applicant has indicated there will be no staff on site and the areas in front of each storage bay are adequate for parking and loading. As such, staff concurs that there is no need for additional off- street parking due to the adequate area to park in front of the storage lockers. Landscaping. A variety of plantings have been proposed on the site, including plantings along the perimeter of the site, and around the perimeter of the building. The following comments are offered for site landscaping. Caliper Inch Requirements. According to the Ordinance, 10 caliper inches (ACI) of tree planting (including at least one evergreen) must be provided for each acre of site area, plus 2 shrubs per 10 feet of building perimeter. Thus, the landscaping requirement for the 5.77 -acre site would be 57.7 caliper inches of trees. 4 City Council Agenda: 04/26/2021 The plan shows approximately 22.5 ACI of tree planting along Chelsea Road and 90th Street. Thus, an additional 35 ACI is required to supplement the planned landscaping. The shrub planting noted above would result in a total of 120 shrubs, outside of the buffer area. In addition to general landscaping quantities, the applicant must install a buffer planting along the common boundary with the residential area to the south/south-west. The buffer requirement is exclusive of the other planting required on the site. In the buffer planting, the applicant is required to provide a type -C semi-opaque buffer on the southern lot line. The proposed plan shows a proposed 110 ACI of trees along the southern lot line. The requirement for the buffer is 12 ACI of canopy trees + 14 ACI of understory trees and 25 shrubs per 100 linear feet. The applicant will need to plant an additional 84 ACI of understory and canopy trees in addition to 186 shrub plantings in this area. Staff would strongly suggest a greater emphasis on evergreen trees, such as the Spruce and Pine proposed in part, to ensure a more effective year-round buffer along the residential boundary. Fencing. The applicant proposes a stucco exterior insulation finishing wall system along the Chelsea Road and corner of Chelsea Road and 901h Street area, which acts as a screening wall along those public edges (also described below). The applicant also proposed a wrought -iron type of gate that would extend along the street frontage and perimeter of the property. It is unclear from the plans, but it appears that no additional fencing — other than existing resident fences — is proposed along the southern buffer boundary. Building Size, Finish Materials. The proposed buildings vary in length and width, depending on their site location. The majority of the buildings are 40 feet in width except for buildings A, B and D which are 50 feet in width. The entry building is 40 feet in width and has a metal gabled roof. The plans show external building materials, primarily EIFS (Exterior Insulated Finish System), a composite material similar to stucco finishes. The entrance building includes a tower on which the facility signage is located, capped by a metal standing seam roof. The base on the tower structure would include a stone veneer finish. Colors include four different varieties of EIFS, from light grey on the tower structure to a tan color, which comprises the bulk of the exterior wall area. Two trim colors (rust and yellow) complement the wall colors. Interior building materials are not identified, presumed to be metal. The interior building areas include primarily orange -colored garage doors but are not generally visible from the street. The 5 City Council Agenda: 04/26/2021 code discourages colors which are not earth toned, but internal color schemes which are screened from view of surrounding property would not be subject to this limitation. The architectural drawings appear to show a continuous wall along the Chelsea Road/90th Street exposures comprised of the EIFS materials noted above. The wall as shown in the elevations appears to show some relief along the parapet sections. The site plan shows a series of separated buildings, but the continuous wall is not shown and the extension of the parapet areas from the buildings is not shown. As drawn, it is presumed that the back wall of each of the buildings along Chelsea Road and 90th Street will form the building perimeter and be connected by similar wall structure, but this should be confirmed with the applicant and on-site plans. Lighting. The plans show wall -mounted lighting throughout the facility, with a variety of light intensity. Planning staff would recommend a reduced lighting scheme along the south and east boundaries of the proposed buildings. Even though cut-off lighting is required, the foot-candle measurements should be redesigned to be zero at the residential property line. Moreover, along the east boundary, there is no access behind the buildings, which does not appear to justify footcandle levels of more than 1.0, which is the maximum required allowed. Trash/Recycling. The applicant notes that no separate trash handling is provided with these buildings. Signage. The applicant's plans show a total of four proposed signs, one each of which are mounted on each of the four facets of the tower structure. Three of the signs are 79 square feet in area, one each facing opposing traffic on Chelsea, and the third (apparently) facing inward to the project area. The fourth sign faces straight out to Chelsea and is approximately 130 square feet in area. The total sign area is approximately 366 square feet in area, all comprised of wall signage as described. The Sign regulations allow a total of 15% of the wall area facing two streets. It appears that the architectural drawings are not drawn to scale and should be revised. Based on staff's estimates, the total wall area facing Chelsea Road and 90th Street would be approximately 600 feet of building length times approximately 10 feet of height, a wall area of 6,000 square feet. At 15%, the maximum allowable sign area would be 900 square feet. The applicant's plans appear to be in compliance but would require confirmation with actual architectural drawings. The applicant should further verify any sign lighting. The sign facing the residential area may not be illuminated, per zoning ordinance. 0 City Council Agenda: 04/26/2021 If development plans are approved, a sign permit application would be required to review for further compliance. Erosion Control and Drainage. The applicant has submitted a plan with a proposed infiltration basin on the southwest corner of the lot. Plans are subject to review and approval by the City Engineer. Grading and Utilities. The grading and utilities plans should be subject to review and comment by the City Engineer. Phasing. The applicant proposes to phase the project, building the entry and the first six buildings on the eastern (the entrance area) portion of the property. The subsequent phase appears to include the balance of the buildings on site. The applicant proposes to pave and grade each subsequent phase separately. As a condition of approval, the applicant is required to construct the full buffer yard requirement on the southern lot line, as well as required site ponding. This added detail has been noted in the conditions for Council approval. The plan anticipates no outdoor storage, which would be consistent with the expectation for a commercial use adjacent to a residential area. The undeveloped future -phase portion of the project shall remain vacant until development is proposed consistent with the approved plans. Finally, as a commercial self -storage facility, no active business use is to be conducted within the project. The allowed commercial use is to be storage only, with the expectation that tenants make only occasional, short -duration visits to the site. Longer duration visits reflecting other, non -storage use would be considered a violation of the terms of the PUD. Rezoning The applicant has requested rezoning to PUD. A PUD is necessary to accommodate multiple principal buildings on a single -lot, which is a common arrangement for self -storage facility. The rezoning of the site from B-3 to PUD occurs concurrent with the final plat. As staff is recommending tabling of the final plat and final stage PUD, the rezoning is also recommended for tabling to May 1011, 2021. Preliminary & Final Plat The applicants have proposed a plat to create a single development parcel from the current Outlot A of Groveland 5th Addition and adjoining parcel, which is part of former right of way at the intersection of Chelsea Road and 90th Street. The plat is well above the minimum requirements of the base zoning standards which would have been applicable to the site if not for PUD. It is noted that the plat does not meet the required 12' rear yard drainage and utility 7 City Council Agenda: 04/26/2021 easement requirement of the subdivision ordinance. This is noted as a condition of approval, along with any required encroachment agreement necessary for improvements and access in this area. The applicant is required to verify platting of the former right of way meets the County Surveyor's requirements. No other issues are apparent from the perspective of the Zoning or Subdivision ordinances. The City Engineer's letter addresses other plat -related requirements for engineering and infrastructure standards. Development Agreement Although staff has recommended tabling of the final plat and accompanying development agreement, a draft development agreement is provided for reference. The agreement provides for the customary terms and conditions for development. It specifies the obligations of the developer for site development and compliance with the PUD. Applicable trunk area charges are specified with the option to pay at plat or assess. The developer is also given the option to pay at the time of permit. The development requires no public improvements, so cash and letter of credit securities are limited to the review and inspection of the site per PUD requirements and grading/restoration requirements. A corresponding finance plan has also been provided. Given the recommendation for tabling, no comments from the developer on the agreement have been received at this time. PLANNING COMMISSION RECOMMENDED ACTION The Planning Commission reviewed the requests and held a public hearing on the rezoning, development stage PUD and preliminary plat on April 6th During the hearing, applicant Byron Bjorklund and property owner Shawn Weinand both addressed the Commission. They detailed revisions to the proposed building elevations, noting changes to proposed colors from yellow and cream to primarily white with orange and black accents. It was noted that the perimeter buildings would also be connected by EFIS screening walls to create a more continuous commercial building look along Chelsea and 901h frontages. The applicant addressed the Commission on the condition requiring either the installation of the perimeter buildings with the first phase, or additional screening and modification of door color along the 90th frontage. Mr. Bjorklund stated his preference that the perimeter buildings be constructed in the two phases as proposed, rather than all initially. The applicant also explained that the landscaping plan had been developed based on adjacent property plans, but it was clarified that it would need to comply with the buffer ordinance. 0 City Council Agenda: 04/26/2021 No other public was present to address the Commission on the requests. The Commission discussed the perimeter building and screening construction at length. The Commission recognized the importance of the proposed screening walls. The Commissioners indicated that should the second phase not commence soon after the first phase, it would leave building "E' exposed to 90th Street with metal exterior exposure to both Chelsea and 90tH On this matter, it was noted that the Commission could modify the condition to require a timeline for screening measures should construction of the second phase be delayed. The Commission also clarified the use of PUD for developments along the Chelsea Road corridor, versus conditional or permitted uses. Planning staff noted that as this self -storage use includes multiple principal buildings on a single lot, a planned unit development is required by ordinance. Similar use of PUD was necessary for Affordable Storage. CUPS were needed for the auto -related uses in the corridor, except Monticello RV which used PUD to modify the required size of building on site. Following the discussion, the Commission recommended unanimously the approval of the rezoning to PUD, development stage PUD and preliminary plat. In their motion, the Commission modified condition #2 relating to phasing, materials and screening to require a screening wall should the second phase as proposed not be complete by December 31, 2024. The revised conditions are noted in bold italics in Exhibit Z. STAFF RECOMMENDED ACTION Staff recommends approval of the Rezoning, Preliminary Plat and Development Stage PUD. The proposed use is quiet, low volume, and compatible with proximity to residential areas. However, changes are required to the site plan to comply with the requirements of the ordinance and intent and the use of PUD, including to the impacts of the phasing plan, landscaping quantities, and setbacks of three of the proposed buildings. The revisions to the individual plans also need to be consistent with one another. Given the proposed phasing, staff also recommends the installation of the full rear yard buffer with the first phase. With those adjustments, the proposed development should be consistent with the requirements and expectations for development on this site. As a result, staff recommends that the Council table action on the rezoning, final plat, final stage PUD and development agreement until such changes meeting the conditions have been made. SUPPORTING DATA A. Resolution PC -2021-011, Rezoning B. Resolution PC -2021-012, Preliminary Plat 0 C. D. E. F. G. H. 1. J. K. L. M. N. O. P. Q. R. Z. Resolution PC -2021-013, Development Stage PUD Ordinance Draft Aerial Site Image Applicant Narrative Preliminary Plat Final Plat Site Plans Civil Plans Elevation Images Revised Elevations, presented to Planning Commission Sign Images Lighting Plan Landscape Plan City Engineer's Letter, dated March 25t", 2021 Development Agreement (DRAFT) Finance Plan Conditions of Approval 10 City Council Agenda: 04/26/2021 City Council Agenda: 04/26/2021 EXHIBIT Z Rezoning to Planned Unit Development Development Stage PUD & Preliminary Plat StorageLink Monticello 1. No outdoor storage will be permitted within the project at any time. Approve revised condition as proposed by the Planning Commission: Should Phase 2 not be completed by December 31, 2024, the applicant shall install a screening wall on the west edge of the developed site. 3. Screening walls shall include both horizontal and vertical relief as depicted on the building elevations/architectural drawings. 4. Resolve discrepancies between site and civil plans and actual proposals, including fencing and screening walls. Where fencing is proposed, it should be decorative in nature, and must not include use of chain link materials. 5. No use of the future phase areas shall be permitted until such phase is developed in accordance with the approved site plan. 6. Revise landscape plan to meet the requirements as outlined in the report, including: a. Additional 35 ACI of tree planting to meet base site landscaping requirements. b. Additional plantings in the buffer area as specified in this report and the requirements of the zoning ordinance, with a greater emphasis on evergreen tree planting to effect a year-round screen. Staff recommendation: The full required rear yard buffer shall be installed with the first phase. 7. Revise site plan and grading plans to illustrate a concrete curb as required by the code in all areas of the pavement without building coverage. 8. Provide new site and building plans highlighting Buildings B, K, and L meeting the 30 -foot rear and front yard setbacks, as applicable. 11 1 1111011 Approve revised condition as proposed by the Planning Commission: Should Phase 2 not be completed by December 31, 2024, the applicant shall install a screening wall on the west edge of the developed site. 3. Screening walls shall include both horizontal and vertical relief as depicted on the building elevations/architectural drawings. 4. Resolve discrepancies between site and civil plans and actual proposals, including fencing and screening walls. Where fencing is proposed, it should be decorative in nature, and must not include use of chain link materials. 5. No use of the future phase areas shall be permitted until such phase is developed in accordance with the approved site plan. 6. Revise landscape plan to meet the requirements as outlined in the report, including: a. Additional 35 ACI of tree planting to meet base site landscaping requirements. b. Additional plantings in the buffer area as specified in this report and the requirements of the zoning ordinance, with a greater emphasis on evergreen tree planting to effect a year-round screen. Staff recommendation: The full required rear yard buffer shall be installed with the first phase. 7. Revise site plan and grading plans to illustrate a concrete curb as required by the code in all areas of the pavement without building coverage. 8. Provide new site and building plans highlighting Buildings B, K, and L meeting the 30 -foot rear and front yard setbacks, as applicable. 11 City Council Agenda: 04/26/2021 9. Move the entrance gate further back from Chelsea Road per the City Engineer recommendation as to the appropriate distance. 10. Revise lighting plans indicating light illumination will be at zero footcandles on the south border of the parcel, and no more than 1.0 footcandles along other property lines. 11. Site signage shall be in compliance with zoning ordinance Chapter 4.5 — Signs. 12. Plat shall be revised to meet the required 12' rear yard drainage and utility easement requirement of the subdivision ordinance. 13. Provide updated elevations and civil drawings showing the revisions consistent with the requirements noted in the staff report and engineer's letter. 14. The applicant shall provide an updated certificate of survey dated within 3 months of the date of this report and prior to final plat approval. 15. Compliance with the comments of the Fire Marshal, which include those requiring and additional fire hydrant to meet fire code, and any plan revisions necessary to meet turning radius for fire apparatus, along with any internal paving requirement. 16. Compliance with comments from the City Engineer in the Engineer's letter dated March 25th, 2021. 17. Execute any required encroachment agreement necessary for improvements and access in this area. 18. Execution of a development agreement for the PUD and plat. 19. Other comments of the Planning Commission and Staff provided at the Public Hearing. 12 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-011 RECOMMENDING APPROVAL OF A REZONING TO STORAGELINK MONTICELLO PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the applicant owns property along West Chelsea Road in the Groveland 5th Addition; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the label Community Commercial (CC) in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on April 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as a commercial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-011 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the rezoning to StorageLink Monticello PUD District. ADOPTED this 6�h day of April, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Paul Konsor, Chair ATTEST: Angela Sc*ujn4mi , Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-012 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR STORAGELINK MONTICELLO WHEREAS, the applicant owns property along West Chelsea Road in the Groveland 5th Addition; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the label Community Commercial (CC) in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for industrial uses; and WHEREAS, the Planning Commission held a public hearing on April 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as a commercial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-012 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for StorageLink Monticello, subject to the conditions listed in Exhibit Z of the staff report as follows: No outdoor storage will be permitted within the project at any time. 2. Should completion of Phase 2 not be completed by December 31, 2024, the applicant shall install a screening wall on the west edge of the developed site. Screening walls shall include both horizontal and vertical relief as depicted on the building elevations/architectural drawings. 4. Resolve discrepancies between site and civil plans and actual proposals, including fencing and screening walls. Where fencing is proposed, it should be decorative in nature, and must not include use of chain link materials. No use of the future phase areas shall be permitted until such phase is developed in accordance with the approved site plan. 6. Revise landscape plan to meet the requirements as outlined in the report, including: a. Additional 35 ACI of tree planting to meet base site landscaping requirements. b. Additional plantings in the buffer area as specified in this report and the requirements of the zoning ordinance, with a greater emphasis on evergreen tree planting to effect a year-round screen.' 7. Revise site plan and grading plans to illustrate a concrete curb as required by the code in all areas of the pavement without building coverage. Provide new site and building plans highlighting Buildings B, K, and L meeting the 30 -foot rear and front yard setbacks, as applicable. 9. Move the entrance gate further back from Chelsea Road per the City Engineer recommendation as to the appropriate distance. 10. Revise lighting plans indicating light illumination will be at zero footcandles on the south border of the parcel, and no more than 1.0 footcandles along other property lines. 11. Site signage shall be in compliance with zoning ordinance Chapter 4.5 Signs. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-012 12. Plat shall be revised to meet the required 12' rear yard drainage and utility easement requirement of the subdivision ordinance. 13. Provide updated elevations and civil drawings showing the revisions consistent with the requirements noted in the staff report and engineer's letter. 14. The applicant shall provide an updated certificate of survey dated within 3 months of the date of this report and prior to final plat approval. 15. Compliance with the comments of the Fire Marshal, which include those requiring and additional fire hydrant to meet fire code, and any plan revisions necessary to meet turning radius for fire apparatus. 16. Compliance with comments from the City Engineer in the Engineer's letter dated March 25th, 2021. 17. Execute any required encroachment agreement necessary for improvements and access in this area. 18. Execution of a development agreement for the PUD and plat. 19. Other comments of the Planning Commission and Staff provided at the Public Hearing. ADOPTED this 6t' day of April, 2021, by the Planning Commission of the City of Monticello, Minnesota. ATTEST: MONTICELLO PLANNING COMMISSION By: Paurkonsor, Chair Community Development Director 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-013 RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR STORAGELINK MONTICELLO WHEREAS, the applicant owns property along West Chelsea Road in Groveland 5th Addition; and WHEREAS, the applicant has submitted a request to plat said property into one development parcel under a PUD; and WHEREAS, the site is guided for industrial uses under the label Community Commercial (CC) in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for industrial uses; and WHEREAS, the Planning Commission held a public hearing on April 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to industrial use. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a commercial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-013 NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Development Stage PUD for StorageLink Monticello, subject to the conditions listed in Exhibit Z of the staff report as follows: No outdoor storage will be permitted within the project at any time. 2. Should completion of Phase 2 not be completed by December 31, 2024, the applicant shall install a screening wall on the west edge of the developed site. Screening walls shall include both horizontal and vertical relief as depicted on the building elevations/architectural drawings. 4. Resolve discrepancies between site and civil plans and actual proposals, including fencing and screening walls. Where fencing is proposed, it should be decorative in nature, and must not include use of chain link materials. No use of the future phase areas shall be permitted until such phase is developed in accordance with the approved site plan. 6. Revise landscape plan to meet the requirements as outlined in the report, including: a. Additional 35 ACI of tree planting to meet base site landscaping requirements. b. Additional plantings in the buffer area as specified in this report and the requirements of the zoning ordinance, with a greater emphasis on evergreen tree planting to effect a year-round screen.' 7. Revise site plan and grading plans to illustrate a concrete curb as required by the code in all areas of the pavement without building coverage. Provide new site and building plans highlighting Buildings B, K, and L meeting the 30 -foot rear and front yard setbacks, as applicable. 9. Move the entrance gate further back from Chelsea Road per the City Engineer recommendation as to the appropriate distance. 10. Revise lighting plans indicating light illumination will be at zero footcandles on the south border of the parcel, and no more than 1.0 footcandles along other property lines. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-013 11. Site signage shall be in compliance with zoning ordinance Chapter 4.5 — Signs. 12. Plat shall be revised to meet the required 12' rear yard drainage and utility easement requirement of the subdivision ordinance. 13. Provide updated elevations and civil drawings showing the revisions consistent with the requirements noted in the staff report and engineer's letter. 14. The applicant shall provide an updated certificate of survey dated within 3 months of the date of this report and prior to final plat approval. 15. Compliance with the comments of the Fire Marshal, which include those requiring and additional fire hydrant to meet fire code, and any plan revisions necessary to meet turning radius for fire apparatus. 16. Compliance with comments from the City Engineer in the Engineer's letter dated March 25th, 2021. 17. Execute any required encroachment agreement necessary for improvements and access in this area. 18. Execution of a development agreement for the PUD and plat. 19. Other comments of the Planning Commission and Staff provided at the Public Hearing. ADOPTED this 6�h day of April, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: pr-,� � Paul onsor, Chair ATTEST: SchuX uVommunity Development Director 3 ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY AMENDING SECTION 3.8, ADDING THE "STORAGELINK MONTICELLO PUD", A ZONING DISTRICT IN THE CITY OF MONTICELLO, THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 3.8 — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended to read as follows: 3.8 (13) StorageLink Monticello PUD (a) Purpose. The purpose of the StorageLink Monticello PUD District is to provide for the development of certain real estate subject to the B-3 (Highway Business) District for commercial land uses. (b) Permitted Uses. Permitted principal uses in the StorageLink Monticello PUD District shall be commercial self -storage as found in Section 5.2 (F)(11) of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 20_, as may be amended. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to commercial uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the StorageLink Monticello PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the B-3, (Highway Business) shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. ORDINANCE NO. Section 2. The zoning map of the City of Monticello is hereby amendment to rezoned the following described parcels from its current district(s) to StorageLink Monticello PUD, Planned Unit Development District: Lots 1, Block 1, StorageLink Monticello. Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2021. ATTEST: Rachel Leonard, Administrator IVF AYES: NAYS: Lloyd Hilgart, Mayor 2 ... ... . .... -` i►s Ila, o 'sA lit VA em rl ` y' , oil• e I 4 95514,251aft MA• 1 = .� . O �� ' CC\Y��— • � �� 1111 1 Q Storage Link of Monticello Storage Link is a self -storage business specializing in operating clean, well lit, attractive, convenient solutions for storage needs. We currently own and operate 15 facilities in central Minnesota. It has been our privilege to serve the businesses and residents of Monticello for the past 3 years. We acquired the AMAX storage business from Lois and Glenn Potusta in 2018, converting it to the Storage Link platform. We have built the business on hard work, involvement in the community, and success of their operation. Because of the success of the Dundas facility and inquiries we receive daily, we would like to expand to Chelsea Road and 90th Street. We feel we would complement the existing uses along Chelsea, and enhance the appearance of the current environment. We have carefully worked with our team of designers, architects, and landscape professionals to put forth a project that will both dovetail with the existing uses and enhance the Chelsea Drive corridor. We will plant pine trees along the buffer with the residential properties to match the neighboring commercial properties, and to extend the buffer and continuity of the projects. On the West border, we will create a filtration pond, landscaped and bordered by decorative black wrought iron fencing. Across the front boulevard of Chelsea Road, we will have landscaped green space divided by the regional trail. We will have one entrance to the site from Chelsea Road. Our signage will be affixed to the tower portion of our building near the entrance. Storage facilities are destination businesses, and we operate our facilities with no office or staff on site. All transactions are done electronically or by phone, thus reducing frequency of trips in and out. We use sophisticated camera systems for security, with a 24-hour monitoring feature. We have submitted a detailed lighting plan that provides for security with down lighting to mitigate stray light. We have enjoyed being a partner in the Monticello community and are excited to expand in this vibrant, growing city. We appreciate the willingness and cooperation of all city staff with this process. Byron Bjorklund LEGAL DESCRIPTION Outlot A, GROVELAND 5TH ADDITION, Wright County, Minnesota. Together with that part of Chelsea Road West, as dedicated in GROVELAND ADDITION, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, lying Southeasterly and Easterly of a line \ N .SS drawn parallel with and distant 80.00 feet Southeasterly and Easterly of the Y Southeasterly and Easterly line of Outlot A, 90TH STREET 3RD ADDITION, according ., to said plat on file and of record in the office of the County Recorder, Wight SS :.::�':... `,�yy. County, Minnesota, and also lying Southwesterly of a line drawn parallel with and .. \ distant 80.00 feet Southwesterly of the Southwesterly line of Lot 1, Block 1, said ::::: . 90TH STREET 3RD ADDITION, except that part platted as GROVELAND 5TH ADDITION r V • ............... s° :• 5 "•I'NV=9A'8': S'I• '• :•:' ::.. \ / �hF ATF ;•; THE SOUTHEAST LINE OF OUTLOT A, SOor�y< GROVELAND 5TH ADITION ,; ,l HII'NFop +. :y ::::::::::::: : jai =s�6::5'R� <Or IS ASSUMED TO BEAR Y - < i N • '�E• • • =9413:•5 ' B 7 SOUTH 21 °24' 12" WEST :: of �k, SURVEYOR'S NOTES s :....: iril."s�s5a:ri:::':.. •'': � .N ... W r� The existing conditions shown hereon represent those represented in surveys ,\ 3 ......................... .:.:.T.NI..v.�..s.s..D.s..:s .......' ..����������•••••••••••� :: ::: SS {NV..S1,�.............�...............performed .::.::... •• Per orme and provided by A iant Engineering. Kramer Leas DeLeo, P C makes s no _ °r warranties as to the locations, depths, or types of any utilities within the area0 50 100 NOLINEOFVAATD W :S •CHELSEA ROAD WEST': ••, moi• shown hereon. Users of this ma survey, or plan are responsible for locating all SOUTHEASTERLY AND EASTERLY LINE OF a ...... 59.74 .....:': �) P7 Y7 P P g utilities prior to an excavation tunneling,drilling,or drivingof objects into the OUTLOT A, 90TH STREET 3RD ADDITION \ : '::.: :. "::.: : ' .......,X....iiii'i}iiir... ...: •:.'�'... • :.: :. Y 7 J SCALE IN FEET ............... ,............... RIM-9.Ds.:.. ground. \ �..: .R :.: ;54 •;;�;;•;;•;;•:•;;::• "�,•� I I CENTERLINE OF VACATED Cp•••I ............ :': , ... =95 _ .::•��•.�:�:: $1 CHELSEA ROADWEST•k �' � •••••6•••••• :.:.:.:.. `,R�V4 . :.3 ::.::.::.:: . T RIM -95'• - RIM-955.78D� . I IBenchmark: -1 - 51.2 .� .o .� INV W=942'/8 Q° i{irr:irr:irr:i Dc� ��•••�•• ������������• ���"�`���' • :.::.:• .::• .::.. � ., Top Nut of Hyd. This survey was performed in conjunction with First American Title Company's ::��.•:.•:.•: Ib1'=�� ti/ b. 0 �..::'t IINy -E=929.48 m 1 :•;:.i4 - - :.� ;� ..r.,. _ irly - �1 O 5 . ' ► 121, P v..:::::::: �.: Elev.= = 956.67 ::......::.:.::.:. . � .. �.: .::........:: Commitment for Title Insurance dated 02-21-2021 as provided by the client. Property Information PID: 155-253-000010 Et 155-253-000040 Current Zoning = B-3 Highway Business District City of Monitcello, County of Wright, State of Minnesota Located in Section 10, Township 121 North, Range 25 West Benchmark: Top Nut of Hyd. Elev.= 958.6\ T `... H ::5 :. . .. 1............. .. .....!' .....'. .. ` ♦ \\ I� ::.IN1ir: / • .' /�`�� \ I `\ _ , -956_ / , �\....:......BLOCK 1 --------------::. . ��:. .:.. , ;. LOT 1 P \ . Area = 5.77 acres ��;� o mss. foo r \r \ �\4 / \\ IFN ,' '' .'.; '°FR 21•'9, � ' ` � � \ / � n� MAPPING LEGEND STORM SEWER MANHOLE SANITARY SEWER MANHOLE CATCH BASIN HYDRANT WATER VALVE LIGHT POLE UTILITY POLE UTILITY PEDESTAL UTILITY METER TREE BURIED ELECTRIC LINE BURIED TELEPHONE LINE BURIED GAS LINE OVERHEAD POWER LINE WATER LINE STORM SEWER PIPE SANITARY SEWER PIPE CONC. CURB rt GUTTER PROPERTY LINE SURVEYED MAJOR CONTOUR SURVEYED MINOR CONTOUR COUNTY LIDAR CONTOUR T -B —G -OHP >I \,3S \ 06 A, 4kJ 4. P -BUR UR / / ' / / \� 41V THE DRAINAGE AND UTILITY EASEMENTS TO >» BE DEDICATED AS PART OF THIS PLAT ARE SHOWN AS THUS UNLESS OTHERWISE NOTED: RE12 n AR LOT LINE 960 —166F— ' SIDE ' ' • »» LOT LINE -N J66LN — PROPERTY BOUNDARY MONUMENT LEGEND ROAD R/W • FOUND IRON MONUMENT / DIMENSIONS ARE IN FEET 0 FOUND MAGNETIC "PK" NAIL Owner of Record Ocello, LLC Attn: Shawn Weinand 4065 Chelsea Road West Monticello, MN 55362 Tel: 612-867-8480 Email: shawnweinandCgmail.com Developer StorageLink Monticello, LLC Attn: Byron Bjorklund 3701 3rd Street North St. Cloud, MN 56303 Tel: 320-980-3725 Email: byronCshortstopcustomcatering.com Vicinity Map tl SEC 10, TWP 121, RNG 25 co RD 39 (GOLF COURSE RD C1 NO SCALE Project s� s4 Location 5� o _ I , LU a ❑ 0 0 J ❑ J > N W W OV a N ate. Z to ate.+ Nz �� w 0� d 0 Ln 7� 0� •� = J V o~ Lu on J 4-J .O ^W I..L • � N Q C N 0 LL1 :* .� ul Z U U 0 W J U z U) U) z O W O z z O_ 04 0 coO EL UU O N m a>- 00 ❑ 0 > F- X O M D N } U N W > ❑ Z W Z Z ❑ co }J� 0 OLL J W � W \ a Z H Q h V LDZ uu) �ODWCz W >_ 1 -- LL LL m ❑ �> H ❑ Q > \ W UJI Q J \1 J U Q _ W m EL ~ _ o Q� w a w a-) W ❑ ❑ c E Qz z fAN 0 V_ CD N o= _J Q� W Z da� ON � LU a o zV L0 0. 0 C/1 N Z U K F OQ W co W W= z \ J Z z L LU LU z U 1 a LLI W >_ 0 � z m O QL I Ir °- Yw 0 0 J Ln � J > N W c OV ��� N ate. Z to ate.+ Nz �� 0� d 0 Ln 7� 0� •� = J V o~ Lu on 4-J .O ^W I..L • � N C N 0 LL1 :* .� ul U U 0 J LEGAL DESCRIPTION Outlot A, GROVELAND 5TH ADDITION, Wright County, Minnesota. Together with that part of Chelsea Road West, as dedicated in GROVELAND ADDITION, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, lying Southeasterly and Easterly of a line \ N ,SS drawn parallel with and distant 80.00 feet Southeasterly and Easterly of the Southeasterly and Easterly line of Outlot A, 90TH STREET 3RD ADDITION, according Y ...... .... Q , to said plat on file and of record in the office of the County Recorder, Wight SS ` Q� _ _ ::':�'... County, Minnesota, and also lying Southwesterly of a line drawn parallel with and ::......... \ distant 80.00 feet Southwesterly of the Southwesterly line of Lot 1, Block 1, said ::::: . 90TH STREET 3RD ADDITION, except that part platted as GROVELAND 5TH ADDITION r _ fV .. so '::.::.:: ........... THE SOUTHEAST LINE OF OUTLOTA, �` , j orH SprFR(y GROVELAND 5TH ADITION �rywFo IS ASSUMED TO BEAR Rey r, - < N f '•E: -'943:•5 � B /1"l: H 9, F O SOUTH 21'24' 12" WEST •• � of ck :.,� SURVEYOR'S NOTES .s' :: A:.:.iri�."sem quo'• 90 • •:.....x939:91•: t�.:..! ::::::::::::::::::.: _ /HO o The existing conditions shown hereon represent those represented in surveys ••::.:I•NV'=55'2•:'98'::.: � :.:: . w g p p Y NORTH LINE OF VACATED+"' . .. 0 o......... . R CHELSEA ROAD WEST D -• ••• -• :.:RIhtrn456::15:::: : ; S ../ 'tSr4p 4Do/ performed an provided y pant Engineering. ramex Leas DeLeo, makes no :. ;: =:$aA:7fi.......:............... ori r/oH ::� . ::: c's.::.:::.::.::.. o ....,::::::.....:.:.:::::.::::.:.::.::... :.: `rNv.:..s��z.;�s.. H warranties as to the locations, depths, or types of any utilities within the area 0 50 100 ::.::.::..... ", "': _ ::: S 89 ° 08 43 E :5••, �v s g 76 - :..... shown hereon. User(s) of this map survey, or plan are responsible for locating all 59.74 ........................ SOUTHEASTERLY AND EASTERLY LINE OF - ::.. ;' utilities prior to an excavation tunneling,drilling,or drivingof objects into the OUTLOTA,90THSTREET3RDADDITION \ ............. .''::. :FrnE{'•' ....,,.. ........ ;;;;.�.....:.•.:•:.•.:•:..:SF.:.:.'.:':.'.:':.'.:':.'.:':.'.:':.'.:�'... •:..::. P Y 7 J SCALE IN FEET R > ground. \ �.::.: :.:l:.: 5 • • • •� I CENTERLINE OF VACATED C -95 p...I �.". I CHELSEA ROAD WEST- o �' c ,R10-953.25 RIM -95�. - 4 - NV- 5 RIM- 7 955. 8 Benchmark: D: I e c a - - 1 51.2 .. aQ • �5 ::: ::;::::#' II"� W=x' 78 .::......:. :::::.:.:.:.:.:.:.:. To Nut of H d. ..:: ; This surveywas performed in conjunction with First American Title Company's �`z: Rlih �1./ b. O (L IINy E=929.48 m 1 ;•;;ra4-.-.-_"....... / rs.:..... ir�v' �i O ► a 21. :: �v� k :: 'Elev.= 956.67 7 IN.V, •3 .;::::: -�-� P�� :'::. -I. Commitment for Title Insurance dated 02-21-2021 as provided by the client. ::.::... ••. ... ......... :.:::.::.:x:.: .::.. . •,��:•• 1055 pv� C( , — 12"'b IP :•;:;;;::..: :.::.::.::.:: :.:.:.#21M=93:� :.. Q�ti •••�� 3 ::• •••••••••• RIM=954.03 v: . . VACATED CHELSEA ROAD WEST AND - O ::'::'::'::r....... `• ::.. .. .... . . f �. _L ; . . . :. ....INS{ : N- :37 .. l � • • •! � � � • � � � \ �� / RESERVED DRAINAGE AND UTILITY ....Y """"""""""" "" � INV N=_9_4T73 ,.. i IilV:.3 949:33. . :.: .. rn i / EASEMENT PER DOC. N0. 1091043 ?iti•i...;.. :.'.:':.'.:':.:;:'::..:...; 12r DIP RIM=954.8 �........ Benchmark: :. :. °.::.::. �• , .::: ...:.::.::::.:.. .......� .............. I E/W=950.33 :. ... •................�r� :. L -(;.;' = INV=929.22 �:.::.... -948 :... ••....._ ...:......... q.. :...: ..... 1 SOUTH LINE OF VACATED - 4..:.... ::.. To Nut o H ... �:....... A,C Top y, RTM •955•:28'::. .. :.ti .... v• .......f.. ..::.iii:•iiii' c� cn<�� I CHELSEA ROAD WEST RIM 954.3 ••::.'r:{iE2}iir..+'S"'.�:)'�!c�.....�...�...�.::' Elev.= 959.34.:...:::.t1W- .. / ............... Fd(1 -RIIR F/(1 -R 1 '�"•`•.•:�X:•;'::. •x'.YC::•:: .............. :...............................�.::.::.::.. 1 _-. _R=s4s.s _ :: Property Information . : _—_ Fi RIM -9. ::. ::. ::. ::. ::. .... " ::. :: F� ....::I•NV;;NE:_. - :.:.:::::.::• -B e4" .. INV 5=94 "'•iiE;' :.... :.:':: ".:':.'.:'::.. :..:::.::.::.::.:: 08:.::: ::::::;;fi:;;;:::;y _ `"---------- �_JJJJ�_ ::.5 ..:..::... PID: 155-253-000010 &t 155-253-000040 °y� a ii:?' ��'/ �6 x -\ --\ -[ ----_ _� INV N=948.80 f� g5 \ - ` - P R .......... 6 s - 1 ! N .............. o FU N4 ILDING 'M' bt3 i3g 1 O. PERP AND UTI n - 4 CP \ k �................................... •.::.�:. � , ° U ...�;:;•;;:•;;:;•;;:•;;��•• _�•, 3; yv„�ar�G , uiy�ti5. 5 I 1 � F, •::,;i.S � ...... .......... .: ; • . i 1 \ ROVE EMErIr FUT s sox p :...7 ° ' Current Zoning = B-3 Highway Business District `.. ' 3'� `a?;;5:5:>;;:a_ I . . . �DADDI PER . . . . . . . . . ♦ lR - BI, �B :..St :: ! ::.: :.:..: S . g g Y .............................. ... ............. -� 116 .\• .TION•. .•\• 2s 640 E �� ..%' •:.:,.•.:: "::.::...5'.'.:' ° �' �........ ................................. ........... / :;.G`r I SF I :.Fr:.:.::.. -1 q. \ a �' -'f F �' Q :::::::::::::: ss :. :. ":.::,:..:r :::..:::: City of Momtcello Count of Wright, State of Minnesota .................... sg . ...................... 8 .....�o.. > ................................. :::.;;::.;;:.;;:•;; - :.::..:... ` Y Y g 1......... �_o - 8.;;::.. .::.: ..::.::. ::::......;;: �i / .......................... ` F................1......................... _ 95....... ` �. ::,:;itiiii::•:... ..::... �j�. �::. '....... ..... ... PQ,uTr� .......................... .:.::.::: sT�::.:.. Located in Section 10, Township 121 North, Range 25 West ..�. -. -. •- .r..--.�1.'.'.'.'.'.'.'.'.'.'. '.'.' •••••............ ....... . . .... •30.0 ........................ ;� � '. . . •. •.. . . . .. . .. . . . . . . . . . . . ..... •• N</H�F� .......I ........... 11.Q .. ¢ ~ .... .. / �•• / / .:�: 24.•0'. .� / .....BURRING .. .... 30.0 . . O ^• ................................. \\\ ' .........:::O . Q6O00 .... . A, . MAPPING LEGEND \ i''v'60. S19 \\� �.... O C9 : �s STORM SEWER MANHOLE SANITARY SEWER MANHOLE CATCH BASIN HYDRANT WATER VALVE LIGHT POLE UTILITY POLE UTILITY PEDESTAL UTILITY METER TREE BURIED ELECTRIC LINE BURIED TELEPHONE LINE BURIED GAS LINE OVERHEAD POWER LINE WATER LINE STORM SEWER PIPE SANITARY SEWER PIPE CONC. CURB rt GUTTER PROPERTY LINE SURVEYED MAJOR CONTOUR SURVEYED MINOR CONTOUR COUNTY LIDAR CONTOUR —G pO .. / 04 /' // / / ��'\` \`SCF � \•.•\ may. / L`\ °Q�� —P -BUR THE DRAINAGE AND UTILITY EASEMENTS TO BE DEDICATED AS PART OF THIS PLAT ARE SHOWN AS THUS UNLESS OTHERWISE NOTED: REle n AR LOT LINE 960 — — ' SIDE ,� ,' •••• LOT LINE I -N J66�N — PROPERTY BOUNDARY MONUMENT LEGEND ROAD/W • FOUND IRON MONUMENT / DIMENSIONS ARE IN FEET 9 FOUND MAGNETIC "PK" NAIL \ \ T y Owner of Record Ocello, LLC Attn: Shawn Weinand 4065 Chelsea Road West Monticello, MN 55362 Tel: 612-867-8480 Email: shawnweinandCgmail.com Developer StorageLink Monticello, LLC Attn: Byron Bjorklund 3701 3rd Street North St. Cloud, MN 56303 Tel: 320-980-3725 Email: byronCshortstopcustomcatering.com Vicinity Map 1\SEC 10, TWP 121, RNG 25 RD 39 (GOLF COURSE RD NO SCALE Project Location LU a ❑ O o J N ❑ J �N 4— W i LU OVO0012 a -J a � N i - O z rA N w .^ Z OO rL !_ LU0 O U 4- J O •o C/'1 O Q 1 a 0 O N N aJ U V O z J LU U z U) U) z O LU O z z T_ � O co N O ELXX N 4? �LU a. Or O o 0 U) D[ O M } U N w j � �❑ z z oQ- zUJ ❑OQ J ILL w Lu w V D-z�Q z Lu � 0 LU Q w >. 1-- 2 _J LL LLLU m ❑ H❑Q� \V,\CD � o LU < 1 J U Q - w m W I._ _ m OfQ H d LU (LE 7j -D LU LU U) ❑ ❑ c E Qz z fAN 0 V_ CD co z � _ J Q� w z w !z! J Q p - C J W a o zV 0 0• p C/1 C, N Z U K F O QW h W W z Z \ J Z z � w LU z V 1 Q LLI LU CD i z m L O Q �w O o J N J �N 4— W i c OVO0012 a -J �/f 4..� � N i - O z rA N .^ Z OO rL !_ LU0 O U 4- O •o C/'1 O 1 a 0 O N N aJ U V O J STORAGELINK MONTICELLO ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' --- � CHELSEA ROAD WEST SOUTHEASTERLY AND EASTERLY LINE OF 59.74 OUTLOT A, 90TH STREET 3RD ADDITION CENTERLINE OF VACATED CHELSEA ROAD WEST 1011 >1 VACATED CHELSEA ROAD WEST AND RESERVED DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 1091043 SOUTH LINE OF VACATED CHELSEA ROAD WEST bb ^� '- -_-_--_ ` ^ _-_---_ � 15 ^L -------______- V obb 14-396 PER �~'o~ - ^--^-- �^~- ��- ,---'^ � / ' —~°*"m�� ^^.... `^ ^~~�sell ~~^ � j.� � ' ' IV3LOCK I 60 Ow 16 Vicin��;��^K�^�^^ ������ ``� ����� -~~� '' '' ~`` ity U�U~° -` - ' ' / '� / ^ ` ~ �� `` ` `` `` . `` �� .' ~ / ~' `` ~' K R A M E R L E A S D E L E 0 uunvcv/wa ^ cwa/wssn/wa ^ pLxww/wo onx/wsno ST.CLOUD THE SOUTHEAST LINE OrOuTLOT*+ snovsLAwn5TH Aomow |3ASSUMED TOBEAR SOUTH u1'u4'1z'WEST 0 60 120 SCALE IN FEET 1 INCH = 60 FEET THE DRAINAGE AND UTILITY EASEMENTS TO BEDEDICATED ASPART OFTHIS PLAT ARE SHOWN ASTHUS UNLESS OTHERWISE NOTED: REAR LOT LIN c� PROPERTY BOUNDARY MONUMENT LEGEND 0 FOUND IRON MONUMENT 0 FOUND MAGNETIC 'px'NAIL KNOW ALL PERSONS 8YTHESE PRESENTS: That OcmUo,LLC, aMinnesota limited liability company, fee owners of the following described property situated in the City of Monticello, County of Wright, State of Minnesota to wit: Oudmt/,GROVELAND5TH ADDITION, Wright County, Minnesota. Together with that pert of Chelsea Road West, as dedicated in GROVELANDADDOOON, according to said plat on file and of record inthe office of the County Recorder, Wright County, Minnesota, lying Southeasterly and Easterly mfm line drawn parallel with and distant 0O'OOfeet Southeasterly and Easterly ofthe Southeasterly and Easterly line of Outtot A, 90TH STREET 3RD ADDITION, according to said plat on file and of record in the office of the County Recorder, Wight County, Minnesota, and also lying Southwesterly ofa line drawn parallel with and distant 8O'DOfeet Southwesterly ofthe Southwesterly line of Lot 1, Block 1, said 90TH STREET 3RD ADDITION, except that part platted as GROVELAND 5TH ADDITION. Have caused the same bobm surveyed and platted asSlOR\GEUNKMONT[ELLDand dohereby dedicate to the public for public use forever the public ways, the drainage easement, and the drainage and utility easements as created by this plat. |nwitness whereof said Ocello,LLC, aMinnesota limited liability company, has caused these presents bobmsigned bvits proper officer this day of 20 Sigmed:OceUo, LL[ Shawn \Neinend,Chief Manager STATE OFMINNESOTA COUNTY OF This instrument was acknowledged before methis day of 20 by Shawn YYeinend' Chief Manager ofOceilo, LL[, e Minnesota limited liability company, mnbehalf ofthe company. '~ (Notary Signature) Notary Public, My commission expires SURVEYOR'S CERTIFICATION (Notary Printed Name) Minnesota | Samuel J'DmLeodohereby certify that this plat was prepared bymmorunder mydirect supervision; that | em a duty Licensed Land Surveyor in the State of Minnesota; that this plat isacorrect representation of the boundary survey; that all mathematical data and [abets are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and eii public ways are shown and iebeied on this plat. Dated this day of Samuel J. DeLeo, Licensed Lend Surveyor Minnesota License Number 4O341 STATE OFMINNESOTA COUNTY (]FSTEARN5 The foregoing SuCertification was acknowledged before methis __ , 2ObvSamuel J' DeLeo, Licensed Lend Surveyor, Minnesota License Number 40341. Sidney Theis Notary Public Stearns County, Minnesota My commission expires January 31, 2022 CITY OFMONT|CELLOPLANNING COMMISSION Be it known that atameeting held onthis day of 2O'the Planning Commission ofthe City of Monticello, Minnesota, did hereby review and approve this plat of SlORAGEL|NKNONT|CELLO' By: Chairperson By: Secretary CITY COUNCIL, CITY OFMONTCELLO,MINNESOTA This plat ofSlORtGEUNNMONT[ELLO was approved and accepted by the City Council of the City ofMonticello, Minnesota, at a regular meeting thereof held this day of 2Oand said plat is in compliance with the provisions of Minnesota Statutes, Section 505'03,Subd'2' City Administrator 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 dey of, 20 Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.02l,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 Auditor/Treasurer WRIGHT COUNTY RECORDER | hereby certify that this instrument was filed in the Office mfthe County Recorder for record mnthis day of 2O____,eto'clock 'W\', and was duty recorded inCabinet No. Sleeve osDocument Wright County Recorder .� ����� �,���~�� �� ����� ������ U L — L L N. L INE OF VA CA TED - - . C. =18 3.19 s o� _ CHEL SEA ROAD WEST � � 90";; F !yF OOUTL O T A 90 HSTREET JRD / \ U THEA S L Dl N _ E ADDITION I o i/ OF VA CA TED CHEL SEA �♦ ` 'qpp��� �� p i ROAD WEST , O � P i 1/2 OPE r \ �O `0�� V ACATED CHELSEA ROAD WEST AND SRVED DRAINAGE AND U TIL I T Y� Al i 4 E ♦ A � ♦ `� ` I Iw SITE PLAN SCALE: 1'=30'-O' A r � L � � H � O O o 2 w W a tc W U �O � a CD � WU w O O U Q N W I� cn ♦/ M" v W i �L O � oz� N M eq / V i 4 E ♦ A � ♦ `� ` I Iw SITE PLAN SCALE: 1'=30'-O' A r N O � N �o 3 M d f0 O yy-O � L � � H � O O o 2 w W a tc W U �O � a CD � WU w O O U Q N W cn M" v W i �L O � oz� N M eq N O � N �o 3 M d f0 O yy-O N ❑ L � c�0 � O O : LICENSED ALRCHITECT ; N0.50476 f Sta, rayg4ink I C� V z A W a W U �O � a � � WU w O O U Q W cn 0 W r -I N O N REVISIONS REV. #1: F E SITE PLAN DRAWN BY: DATE: Hung Ly 03-14-2021 SHEET NO. O Z AlU-1 O 78 15/15 in 6 ft - 615.x' 15 in 13 MM BLACK.SINTRA OPAQUE BRIGHT ORANGE VINYL (ORANGE VINYL INSET TO LEAVE BLACK OUTLINE) 238 1 /gin 19 ft -1R1/8 -in 13 MM BLACKS I NTRA eir f SELF STURASU _ 13 Mi'V1 BLACK SINTPA � 32,0=257=2323 1 PROPOSED S IGNAG E SCALE: 20'-0' SLIDING GATE TO THE RIGHT a I -;MPA BLACK SINTIA PETANGLE PAQUE PRIIGHTYELLOW VINYL "x3' 43 1ETAL TUBE /4'x3/4' SPINDLES 1ETAL I L XL MVM LQ,11N I HL I I I I TUBE I I I I L, I ' I CONC, FOOTING I I I I PROPOSED GATE ENTRANCE SCALE: 1/4'm P- 0' MlIvI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 "x3' 43 1ETAL TUBE /4'x3/4' SPINDLES 1ETAL I L XL MVM LQ,11N I HL I I I I TUBE I I I I L, I ' I CONC, FOOTING I I I I PROPOSED GATE ENTRANCE SCALE: 1/4'm P- 0' / \xc\ PROPOSED / f —FENCE 4" CHAIN LINK FENCE --------xc xc xc xc xc xc N NOTES: 1. BASE PLAN USED IS A SURVEY PREPARED BY ALLIANT ENGINEERING, INC. 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE -CALL. 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. PROJECT AREA = 251,225 SF (5.77 ACRES) PROPOSED IMPERVIOUS SURFACE AREA = 1741229 SF (69.4%). i ---6' WOODEN FENCE----\\ xc --5' WOODEN FENCE -- "'x\ xc xc xc xc F xc xc \'--4' CIHAI I LINK FENC GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. REVIEW PLAN NOT FOR CONSTRUCTION z Q J n J D S C'') Z c >' M ( c o E .o Q m5 - N __j .2"-5 C -O O U .� NO N (0 — Cq N Q_' Q`0 u� a�ma 04 0 U Co 0 c 0-0 c w cc o- , 'T w .c O O Sm O f06 i w C m N ?� U -O •- U Qom O CU �0 � w aoV)oo a) O a- V ;tn O of C of _ O Oo(n w 0_ > z Q J n J D S J zo z _j Q I Q __j U U U Q O Q - u� __jw z u� U W 0 W w LLO z O 60 O O of of w 0_ t= U w 1 0 W 00 N M M M z Q J n J D S SHEET C-1 0 zo z _j O I Q __j U U U Q O Q - u� __jw z u� U z 0 Qz w LLO SHEET C-1 zo z _j I w w U U U Q Q Oo z 0 ���u� SHEET C-1 6 0 18 >> --->, 24 > CP 2� / >> / 18" R P 1 / >>�» �» —- E—zc VvE— — — — — — — — — — — — — — — — --- — — — > > -- �� > > > n > > — — \EU� E- _IEE �\ LLJ / // j / / / v J '0, / o / 72 SILT FENCE — — — — — — - - / \962,__// 1 Co ROCK Yx�GQ �DcCONSTRUCTION j. _ _ — % ENTRANCE PROPOSED BUILDING 'K' 5,644 SF, FFE= 956.5 -A - I / Z. �"°�c 0 / �1 « << << ®� Ln Ln O Ln LL] LL O LL_ m LL LLJ u� C �0 L�_ C)d Ln 0 LLJ J LL_ O L m LL LLJ u� m0 O Lj_ (_D 0 \ O Ln 0 LLj _J L- O m LL W U) O ~ O O LL CX LLo � \ / O LLJ _J L O � m LL LLJ (J� O �— O O CO LL (:d I W / / / / / I -------------------- -- /---------- -958 ------------------------ y1�° ya°0 $, ao-------- \�— --- ----- — / E-1.0%-- — y92 ------ �6� ----5 — ---- --- —-------- q __3.29 — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — y9 0 xC SILT FENCE / / / C) ro V m Ln Z O 0 11 Ld LL m LL_ OLL_ LLJ V) V) O O O a_ O O Of N I _- _ o 1 _ — 8' BIT TRAIL NOTES: 1. BASE PLAN USED IS A SURVEY PREPARED BY ALLIANT ENGINEERING, INC. 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE -CALL. 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. THE FOLLOWING SEQUENCE SHALL BE FOLLOWED FOR THE EROSION AND SEDIMENT CONTROL DURING THE SITE DEVELOPMENT PROCESS: A. INSTALL SILT FENCE, INLET PROTECTION AND ROCK CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. B. SOIL STOCKPILES OR CONCRETE WASHOUTS ARE NOT ALLOWED ON THE PROJECT SITE. C. PERFORM SITE REMOVALS, GRADING, EXCAVATION AND EMBANKMENT. MULCH ALL DISTURBED AREAS OUTSIDE OF PROPOSED PAVEMENT AND BUILDING AREAS WITHIN 72 HOURS OF THIS WORK. D. CONSTRUCT BUILDINGS AND INSTALL BITUMINOUS PAVEMENT. E. BACKFILL NEXT TO PAVEMENT AND RESTORE GREEN AREAS WITH TOPSOIL, SEED & MULCH. F. INSPECT EROSION AND SEDIMENT CONTROL DEVICES AFTER EVERY 1/4" RAINFALL EVENT. CLEAN AND MAINTAIN THESE DEVICES AS NEEDED. G. STORMWATER BMPS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL CONTRIBUTING DRAINAGE AREAS HAVE BEEN CONSTRUCTED AND FULLY STABILIZED. H. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED WITH AT LEAST 70& COVERAGE. SILT FENCE \ 041 00 z� oil I _ Lu �ILL. mLL_ 0 LL Ld cn 00 o O a 0 Z � oil _w �LL_ m 'L o� 00 mo 0 Of 00 m ---� All LINKENE 3° GRAPHIC SCALE so 0 15 30 ( IN FEET ) 1 inch = 30 ft. REVIEW PLAN NOT FOR CONSTRUCTION � Z > O o o E O ca�>o N O .2 a Q m N Of o N (E6 L 0')0) / E am 2_1 m i 0 e �w 1 _ — 8' BIT TRAIL NOTES: 1. BASE PLAN USED IS A SURVEY PREPARED BY ALLIANT ENGINEERING, INC. 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE -CALL. 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. THE FOLLOWING SEQUENCE SHALL BE FOLLOWED FOR THE EROSION AND SEDIMENT CONTROL DURING THE SITE DEVELOPMENT PROCESS: A. INSTALL SILT FENCE, INLET PROTECTION AND ROCK CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. B. SOIL STOCKPILES OR CONCRETE WASHOUTS ARE NOT ALLOWED ON THE PROJECT SITE. C. PERFORM SITE REMOVALS, GRADING, EXCAVATION AND EMBANKMENT. MULCH ALL DISTURBED AREAS OUTSIDE OF PROPOSED PAVEMENT AND BUILDING AREAS WITHIN 72 HOURS OF THIS WORK. D. CONSTRUCT BUILDINGS AND INSTALL BITUMINOUS PAVEMENT. E. BACKFILL NEXT TO PAVEMENT AND RESTORE GREEN AREAS WITH TOPSOIL, SEED & MULCH. F. INSPECT EROSION AND SEDIMENT CONTROL DEVICES AFTER EVERY 1/4" RAINFALL EVENT. CLEAN AND MAINTAIN THESE DEVICES AS NEEDED. G. STORMWATER BMPS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL CONTRIBUTING DRAINAGE AREAS HAVE BEEN CONSTRUCTED AND FULLY STABILIZED. H. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED WITH AT LEAST 70& COVERAGE. SILT FENCE \ 041 00 z� oil I _ Lu �ILL. mLL_ 0 LL Ld cn 00 o O a 0 Z � oil _w �LL_ m 'L o� 00 mo 0 Of 00 m ---� All LINKENE 3° GRAPHIC SCALE so 0 15 30 ( IN FEET ) 1 inch = 30 ft. REVIEW PLAN NOT FOR CONSTRUCTION Z O (n O Z wQ 0 O Z 0 F_ of O (D 0 � Z > O o o E O ca�>o N O .2 a Q m N Of o N (E6 L 0')0) E am 2_1 m M 0 e �w u� Uz Cu w o o z LL LLO m U) cuo L c � U � 0 O 0) z O 6 0Y U) ww _J w 0 Q CD Q Q n-� n-1, Oz Ld o 00 Z u� SHEET m 3: C-2 :::) O Z O w U Ld � N 00 C14 M M Z O (n O Z wQ 0 O Z 0 F_ of O (D 0 0 O Q U O �w u� Uz Q z LL LLO z O z ww w 0 U CD Q Q n-� n-1, Oz o 00 u� SHEET C-2 popp- -Ait AF Is ze � r �V Tr6;4 r.7 f7 ;Zo EIFS #3 E IFS #1 �SFIF 610 320.251.2323 STANDING SEAM METAL ROOFING E IFS #2:. 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THIS INCLUDES PROPER GROUND AND BONDING OF THE SIGN. BEFORE - NOT TO SCALE SfOr+a9ELF ST RAGE I -f �� ujpra9eQo� SELF RAGE Ta._ ,O IX IQ III 4 Eft -615/16 in ki 13 MM BLACK SINTRA \QUE BRIGHT ORANGE VINYL (ORANGE VINYL INSET -O LEAVE BLACK OUTLINE) 238 1/8 in ft - 10 1/8 in 13 MM BLACK SINTRA AF #Pt SELF STORAGE 13 MM BLACK SINTRA �13MM BLACK SINTRA RETANGLE OPAQUE BRIGHTYELLOW VINYL iIIIII t SEE OTHER DRAWING „IL AFTER - NOT TO SCALE 1111 0 ,t , % ,, % , 1 ,t , % ,, % : 2 z z eat 1001 stara9S,LF STORAGE I � SEIFgT�R 6E 13 MM BLACK SINTRA OPAQUE BRIGHT ORANGE VINYL (ORANGE VINYL INSET TO LEAVE BLACK OUTLINE) 47 7/8 in 3 ft - 11 7/8 in .Be � - BEFORE - NOT TO SCALE 13 MM BLACK SINTRA OPAQUE BRIGHT ORANGE VINYL (ORANGE VINYL INSET TO LEAVE BLACK OUTLINE) 238 1/8 in 19 ft - 10 1/8 in Nim 13 MM BLACK SINTRA SCALE:3/8"=1' ELECTRICAL: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUND AND BONDING OF THE SIGN. --------------- fora° Stara eQo��net I � 9 _ V_ R . _ _ _ _ _! SELF STORAGE I BEFORE - NOT TO SCALE (QTY 3 SETS) eL�0�Ul7 .net� 3M.,BLACK SINTRA SELF STORAGE` AFTER - NOT TO SCALE \ \ General Notes: ` 1. Refer to Sheet L102 for Plant Schedule, Notes, and Landscape Details. 2. See Civil Engineer's plans for site plan layout and dimensions. 3. Contractor to coordinate all work in the city right-of-way with Wright County & City S of Monticello Public Works Departments. CITY PROPERTY 4. Protect existing trees to remain from damage during construction. 5. Place a minimum of 4" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. -- — —— -- -- -- UP — 7 — — — — — — — — — — — — — — — \\ 40f /// // // — — — — — —F SEEQ� — — — — — T — — -- — — — — — — — — — — \ —-- — — — — — — — — — — — — — — — — — — — — — — /——————————————--— — — — — —— — --- -- GF \` \\ \\ /// /// / -+- ------ �l}RF-SEEBAR64----------- -- -----� \\�\ \\ \`\ — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— `\ - - - - - - - - - P -ER# ETERf ENGE - - - - - - - - - - - - - - - - - - - - - -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — // ice' —�— — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — �\ \\ \� o— — — — — — — — — — — _ — — — —�-- — — —Fes_ Ul]t_ _ — ,o — — — — — — — — — — \ 9 J \ 006 DECIDUOUS OVERSTORY - - - _ _ _ _- - - - - - - - - - -EASEME-N� - - - - - - - - - - - — -__-_ �_ _�_�c3g`°-�Fo - - - - - - TREE, TYP. - , - - - - - - � - --_ — _-_- -_ -_ _ _- _ -_ _-_- -_ _ _- -_ - - - - - - - - QO NATIVE SEED / TURF SEED LINE _ - - - _- - - - -- -- T�- - - - - - - - - - - - - - - - - - - - - - - - - -- -__ _ 7-7 — — — — — — — — — — — rte— — — — — — — — — — — — — — — — — — — — — — — �( 7'��� — —�\�` \ \ \\ —TURA SEED AREA — 7L — — — — — — — — _ — — — — ' f — — — , — — � — ` \ \ ------- -H------- �--------------_iIFI----_rt/ — —— A- -��y ox— , i!/ — — — — — — — — — — — — — — — — — — — — — — — — — — — J.L — — — — — — — - — — - — — — — — UZ TURF SEED TO EDGE7 EX`S' \�' %"��� - -_ - -_-- �I - - - - - - - - - - -\�� - - - - - - - - - - iF - - - - - \\- - - - - ` - - - - - - - - -\��� "'�_ - OF EXISTING PATH. s ' . �\ - -_ _- - - - - - - - _ -_ �_ _ _- _-_�_+ -� 7` ;:�; 4-*.\ r� � --—— — — — — —— �— �— \•. \\ x i — — — — — — — — — — — — — — — — — — — — ��� — — Z — — — — — —� — — — — — — — — — — — — — — \ x \ \ / \9 / DECIDUOUS ORNAMENTAL — — — — — — — �� — � — — — — — — — — — — — — — — — N — — — — — — — — — — — — — — i — `,; -- - - - -- 1 _--------------------------- c --- = ---- S �L -L '�*�`;;,;.,: •. ':'" ;.K �x --- , r------------- ------------ -�--------------- -/� ry \ �/ Lr -t---------- /----------------------`t-84-"R-_O_-C-- F---M_--IN--E—T-_---E- TRl-3 -g -------------r - - - - -- �----------- ----------__//------------------------------------ ---------------- -_-_-_-_-_-_-_-_-_-_-_-_-_ ---------- y- - - - - - - - - - - - - - - - - - - -------------------------- - - - - ----------------- -- - - - - - - - --—— — — — — ——'—————————————--——————— r — — — — — — — — — — — — — — — ————— � -_ - - - - - - - - - - -/� - - - - - - - - - - - - - rt - - - - - - - - - - - - - - -TURF ., ::_'::-.�:,;:::;:,�.::��: � ::;.;• : \s F \ \ AREA- - - - - - - - - - - - - - - �s A' :;:>r•' '' O - - - - - - - - - - �- - - - - - - - - - - - - -� - - - - - - - - - - - -f� - - -\\- - - - - - - - - - - - - - - - - - - - - - - :�• \ /f - - - - - - - - - - - _ i_ -_- - - - - - - - - - - _ CHELSEA RD. FACADE. I' \ u\ r�------------------ 7 =__=----rte---_,�------- �----- �--------- � �\\ rt---------_� ___---------r�------- 17- _--- ------ _7r-----= 7 �-- - - - - -- -, '�----------1------------- �--------r/----I---/�--------/-.------//------------/r--------------/r-------- -/-,�- - - - -- ma ----------�r--------------r------- -__-�_--------_____- _____ ``- -- - :. :::...:.`•.,.::.,.:. .•:: ,1.<. .:F.. -�/Srr�,c\ \� I --r \ A S _- =________%_---------=—-- i - - - - - - -- ________�/ E�GEbF ----------- -------------1r ----- r ----- --- � --_ — ---- ---- te_-- RAV4 G- _ _____ ...::....:...:; �VPTNE-SE-ED-/ T RF�- -- -/ - - - - - - r- -- - - - -L-�_fir------____----_ SECURITY ACCESS \ .'.: • : ' - -//-_ �I,kTIVE-SEED-_- - /f - - - - - - - - - - - - - -/r - - - - - - - - � _- _ -_- -/ - - - �� - _-//_- _ _- _ -_- - �i_ GATE. SEE ARCH. = - - -TYPE-'A- - - - - ,�_- _ -_- /j -- -- - - - - i� - - - - - _ 1-_- _ --- - - - � _ _-_- - - - -ter PLANS. - -7-------------L----------/------r-- - ��_ \ --� -� ---------- //-------- - - -- ----------�------7r-------��/---- - - L ---- - - --�- 36" PLANTING BED ALONG - -� - - �- - - - - - - - /t - - _ -- -// - - - - - - - - -1r_- _ -_ �/ _ _ _- _ -_� �_- _ -_- - - - - - - - - � - CHELSEA RD. FACADE. -_---�\------- -/- _ -_-- ____ __ —L--��----- /T -- -----------r — _�------fir------- ��----- ''�--------�,-- f.'•.. - - - � - - - - - 7 - - - - - - - - - - - - rL - - - - - - - - rt - - - _- ,✓ - - - - - - - - - - - �, -_ -_- - - - _�_- --g56 TURF TO EDGE OF f. < , ,./ - -----�---r-_-------------4_-_------_- ____ /--- - - - - -_ i_- a- - - - rL-- - - - - -- r..:'::.. -----��- __-----------_ ___ - - -- �5 - -- -- �_-------_y_---_-/L---- - - - -yY - EXISTING PATH. / -- `— — �L —�---------- — ---- T ----- // — — — — —— -- �— ------ __—� — \� — _— _ �--------/�------/—------- �'�-----\—'� —___ ___-7 / /r -- — — — — — — — — — — —— h�_— _—_—/�-- _ —_— /-- —_ — —_-- - -- --— --———— — — — —/l------7r--------7r-------/�-----`T—f/ — /.°:.:. �r ---�3�—————————————— i/ — — — — —— J — — — — — —r�---_____ f----------_�/l �.. / — —-----------------7,--------//-------r•L---------� -----------�-- O // :.. -_ _� - _=-17F2�SEED AREA - - /� - - - - - - - _ _ _ 7 - - - - - - - -r TREE, TYP. /� - --- �--y-------rr--- ---- 7/ --- __-- / - -- --------/-------L--------/r=----- h` - - - - - -- \ —7 — — — — — — — — — — — — — — — — — — — — — — — — — - `. / - - --_--_-y - _ �/-------- r //-------- / ------———————-// — — — — —— rL— — — — — —— /— — — — -- �-- ----�— _______-fir —_---— ___====moi-- Q ________ ______ _______ — r / CONTINUOUS BUFFER - - - - - - - r r - - - - - - - / ...:.'w. _--_----_-�- _-r_-_------- Q / PLANTINGS. SEE SCHEDULE. _ _ _ _ _ ` - - - 1 _ _ _ _ --- -�- ���/- - - - - - /- - - - - - - - -t, :.,:: 18" ROCK MAINTENANCE _ _ // ' -.: STRIP, CONTINUOUS. -- - \ �- - - - - - = TURF SEED-ARE/�Q<C/ \ �/ \\\ / EXISTING SCREEN FENCE\��- _ -_- -_ _- \ / / BE REMOVED. J- - \N, TURF SOD \\ / CONIFEROUS OVERSTORY - - _� _� - /Z./ PROPERTY BOUNDARY \\ TREE, TYP. PERIMETER FENCE PER ARCH. PLANS. LANDSCAPE ROCK LEGEND. / _ _ SNOW STOCKPILE AREA Proposed Deciduous Shade Tree / SEED / SOD LINE„ / TURF SOD AREA `k, �\ / ✓ \ J / Proposed Deciduous Ornamental Tree •w FUTURE DEVELOPMENT \ \ O o Existing Tree To Remain Proposed Deciduous Shrub / CONTINUOUS BUFFER \ \\\ Z O PLANTINGS. SEE SCHEDULE. ` 18" ROCK MAINTENANCE Proposed Turf Sod Proposed Rock Mulch STRIP, CONTINUOUS. \`\ Proposed Turf Seed Proposed Native Seed Type'A' r \ ----- /: \ / / .: �:. 0' 30' 60' TURF SOD AREA ::: ... \ •.'� PERIMETER FENCE Proposed Native Seed Type'B' \ / / / PER ARCH. PLANS. \\\\ TO REMG SCREEN FENCE SCALE:1 "=30'-0" NORTH PRELIMINARY LANDSCAPE PLAN: LANDSCAPE SUMMARY: City of Monticello Landscape Requirements for Light Industrial Properties: When abutting residential areas, a buffer planting strip consisting of coniferous and deciduous trees must be planted no more than 15' on -center. n XS L LU O 4.0 V Q � O U ,. V � � G�% ii2 z 0 � co a° �r Q _ i Z.04 L Ztko E rte; z 'd 0lik Lfi r aU O •� V = -0 z� (0) � p" W = _ -T0-00 LANDSCAPE SUMMARY: City of Monticello Landscape Requirements for Light Industrial Properties: When abutting residential areas, a buffer planting strip consisting of coniferous and deciduous trees must be planted no more than 15' on -center. Z a J � W as Z 0 V♦ W Z cca am J n LU ,. LL LL z 0 Z a° LU LU O E rte; z 0lik 0 N N � oD N Cl) Cl) Z a J � W as Z 0 V♦ W Z cca am J REVIEW PLAN SHEET` NOT FOR CONSTRUCTION uoi 0 LU ,. LL LL z 0 LU LU rte; z 0lik 0 REVIEW PLAN SHEET` NOT FOR CONSTRUCTION uoi WIDTHS MAY VARY V-6" (MIN.) NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION. MAINTENANCE STRIP WIDTH VARIES, SEE PLAN. ROCK MULCH DETAIL NOT TO SCALE FACE OF WALL OR BACK OF CURB. 4" DEPTH, d" DIA. CRUSHED LIMESTONE ROCK MULCH, BUFF COLOR. 118" PROFESSIONAL BLACK STEEL EDGER WITH STAKES EVERY 18" (MIN). RYERSON OR EQUAL. FINISHED GRADE 3 OZ. FILTER FABRIC, TURN -UP AT EDGES, OVERLAP SEAMS 4". PITCH SUB -GRADE TO DRAIN AWAY FROM BUILDING WALLS & CURBS. 18" MIN. PERENNIALS IN. HIGH EARTH SAUCER BEYOND EDGE OF 24" MIN. PLUGS SEE PLAN PERENNIAL PLANT WOOD MULCH. DO NO PLACE MULCH IN � I- MULCH PER NOTES. CONTACT WITH TREE TRUNK. MAINTAIN REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP EDGE CONDITION VARIES - SEE PLAN. 6., MI PLANTING. NOTE: little blue -stem IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, HAND -LOOSEN ROOTS OF CONTAINERIZED CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLAN, SOIL BACKFILL SHALL BE GARDEN BLEND PLANTING HOLE. SOIL ( EQUAL MIX OF COMPOST, SAND & SOIL) PER PLANT MATERIALS. NOTES. ENSURE PLANTING PITS PASS REQUIRED INFILTRATION TEST. "'' PLANTING SOIL PER NOTES. LU PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DECIDUOUS TREE PLANTING - SECTION =o 2.14 big bluestem CONTRACTOR PREPARED SUBGRADE TYP. PERENNIAL PLANTING - SECTION NOT TO SCALE ON CENTER SPACING AS STATED ON PLAN WIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE PLANTS ROOT SYSTEM. PLANTING SOIL PER NOTES. 3" DEPTH WATERING BASIN MULCH FINISHED GRADE PLANT ACCORDING TO PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS WITH THE EXCEPTION OF REDUCED HOLE WIDTH. TYP. SHRUB PLANTING - SECTION NOT TO SCALE NOTES: DO NOT HEAVILY PRUNE THE TREE AT PLANTIi PRUNE ONLY CROSSOVER LIMBS, CO-DOMINAI LEADERS, AND BROKEN OR DEAD BRANCHES. INTERIOR TWIGS AND LATERAL BRANCHES MA PRUNED; HOWEVER, DO NOT REMOVE THE TEI BUDS OF BRANCHES THAT EXTEND TO THE ED THE CROWN. FIELD STAKE TREES FOR THE APPROVAL OF TI LANDSCAPE ARCHITECT INSTALL 6" DIA. WHITE PVC TRUNK GUARDS NO LATER THAN NOVEMBER 1. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. NOTE: STAKE ALL DECIDUOUS AND CONIFEROUS TREES AS NOTED ON DETAIL 5, SHEET L102. USE SUB -SURFACE TREE ANCHORS ONLY. -EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. MULCH RING: 6 FT. DIA. MINIMUM 8FT. DIA. PREFERRED NOT TO SCALE IN. HIGH EARTH SAUCER BEYOND EDGE OF Rate (Iblac) ROOT BALL (FOR ISOLATED TREES ONLY). WOOD MULCH. DO NO PLACE MULCH IN � I- I I' � CONTACT WITH TREE TRUNK. MAINTAIN REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP THE MULCH WEED -FREE FOR AFTER IIIf f 1, FROM TOP HALF OF ROOT BALL PLANTING. III I I L_ P little blue -stem IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, NOTE: FOR DIMENSIONS OF PLANTING AREAS SEE CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLAN, SOIL BACKFILL SHALL BE GARDEN BLEND PLANTING HOLE. SOIL ( EQUAL MIX OF COMPOST, SAND & SOIL) PER PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. NOTES. ENSURE PLANTING PITS PASS REQUIRED INFILTRATION TEST. 2.74 Yo TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT LU PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. DECIDUOUS TREE PLANTING - SECTION NOT TO SCALE PLANT SCHEDULE TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS As Acer x freemanii 'Sienna' Sienna Glen Maple 2.5" Cal. B&B 7 • Co Celtis occidentalis Common Hackberry 2.5" Cal. B&B 2 • Gd Gymnocladus dioica 'Espresso' Kentucky Coffeetree 2.5" Cal. B&B 4 Ms Malus x 'Spring Snow' Spring Snow Crab Apple 1.5" Cal. B&B 16 Ov2 Ostrya virginiana Ironwood 2.5" Cal. B&B 5 Ua Ulmus x 'Accolade' Accolade Elm 2.5" Cal. B&B 6 EVERGREEN TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS • Pd Picea glauca ' Densata' Black Hills Spruce 6' Hgt. B&B 6 • Pm Picea meyeri Meyer Spruce 6' Hgt. B&B 6 • Pp2 Pinus ponderosa Ponderosa Pine 6' Hgt. B&B 6 SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS OCx2 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 1 gal. Pot 22 0 Cr Cornus alba ' Regnzam' Red Gnome Dogwood 3 gal. Pot 7 0 DI Diervilla lonicera Dwarf Bush Honeysuckle 3 gal. Pot 22 ANNUALS/PERENNIALS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS 0+ Nw Nepeta x faassenii 'Walkers Low' Walkers Low Catmint 1 gal. Pot 8 Seeding Specification: Seed in the Storm Basin Sides and Other Open Areas TYPE A: (unless otherwise noted on civil plans), shall be: MnDOT #35-221 Dry Prairie General, worked into the topsoil layer at 40.00 lbs per acre. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Add 20lbs per acre of MnDOT 21-111 Oats Cover Crop to pond bottom. as anti n- 12 -id, C--1 a NOTE: Rate (Iblac) CONIFER TO HAVE SHREDDED U_ HARDWOOD MULCH UNLESS NOTED side -oats grama OTHERWISE. NO MULCH TO BE IN oLU CONTACT WITH TRUNK. a PLACE ROOT BALL SO THAT BASAL little blue -stem FLARE IS 1" ABOVE SURROUNDING 0 LU GRADE. 8.22°I U_ p w THE CONTRACTOR IS RESPONSIBLE FOR J ENSURING THE TREES ARE IN A PLUMB PLANT SCHEDULE TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS As Acer x freemanii 'Sienna' Sienna Glen Maple 2.5" Cal. B&B 7 • Co Celtis occidentalis Common Hackberry 2.5" Cal. B&B 2 • Gd Gymnocladus dioica 'Espresso' Kentucky Coffeetree 2.5" Cal. B&B 4 Ms Malus x 'Spring Snow' Spring Snow Crab Apple 1.5" Cal. B&B 16 Ov2 Ostrya virginiana Ironwood 2.5" Cal. B&B 5 Ua Ulmus x 'Accolade' Accolade Elm 2.5" Cal. B&B 6 EVERGREEN TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS • Pd Picea glauca ' Densata' Black Hills Spruce 6' Hgt. B&B 6 • Pm Picea meyeri Meyer Spruce 6' Hgt. B&B 6 • Pp2 Pinus ponderosa Ponderosa Pine 6' Hgt. B&B 6 SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS OCx2 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 1 gal. Pot 22 0 Cr Cornus alba ' Regnzam' Red Gnome Dogwood 3 gal. Pot 7 0 DI Diervilla lonicera Dwarf Bush Honeysuckle 3 gal. Pot 22 ANNUALS/PERENNIALS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY REMARKS 0+ Nw Nepeta x faassenii 'Walkers Low' Walkers Low Catmint 1 gal. Pot 8 Seeding Specification: Seed in the Storm Basin Sides and Other Open Areas TYPE A: (unless otherwise noted on civil plans), shall be: MnDOT #35-221 Dry Prairie General, worked into the topsoil layer at 40.00 lbs per acre. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Add 20lbs per acre of MnDOT 21-111 Oats Cover Crop to pond bottom. as anti n- 12 -id, C--1 a < Rate (Iblac) POSITION THROUGHOUT THE WARRANTY U_ Z / side -oats grama PERIOD. oLU 3.36 8.2210 6.61 little blue -stem U 3.00 3.36 8.22°I U_ nodslinc wild Fye ROOT BALL TO SIT ON MOUNDED 1.00 1.12 2.74 Yo SUBGRADE, REMOVE BURLAP LU ca a 0.73 FROM TOP 1/3 OF ROOT BALL =o 2.14 big bluestem Andro D49 aort aerardii c� _J 1.92% MULCH - 4" DEEP - SEE SPEC Indian grass Q ��� 0.76 LU m blue grama PLANTING SOIL - SEE SPEC. 0.50 0.56 1.37°I 7.35 one rass Koeleris mocrontha TOPSOIL 0.28 0.69°I 18.37 prairie dro seed SOD 0.12 0.13 01.34% 0.73 seeding to ensure see d-to-soI contact_ Grasses Subtotal 10.00 11.21 27.42"I ' :' I I UBGRADE 0.31 �_� -III-I I ..•.•.. , •,. -4 10.32 TOMAHAWK TREE STABILIZER STAKES. ❑afea purpurea ITE 111 --'III- ., -I I -ITI-I I MINIMUM (2) PER TREE. Verbena striata EI I IEIE-I I -EEE - -EEE _ - DRAIN SYSTEM IS NECESSARY Amar ha carrescens -1 II I III=1 I III=III=III=III=III=III II °:. I ; 0.42 FOR HEAVY CLAY SOILS. A astache foenicufum -E I IIE-IIE-IIE-EIE-EIE-EIEEIEI' � I„IEIE=EIE=EIE=1 E E_� -. - �- 4" DIAMETER AUGERED HOLE, 2.07 -1 -III-IEE-EIEIiIEIEIiIEI; Asclepias ruberosa 42" MIN. DEPTH. FILLED W/3/4" 0.07 0.17"I ,�El-' DIAMETER DRAIN ROCK. COVER Astra alas canadensis 0.06 0.07 W/ 6" FILTER FABRIC. 0.40 bird's foot cored sis 5 CONIFEROUS TREE PLANTING - SECTION Common Name Scientific Name Rate (Iblac) Rate (kglha) °y of Mix weight) (byseeds) &q ft side -oats grama Boiireloua curtip ei)dufa 3.00 3.36 8.2210 6.61 little blue -stem schist hyrium sco ariuin 3.00 3.36 8.22°I 16.53 nodslinc wild Fye Ei mus canadensis 1.00 1.12 2.74 Yo 1.91 kalm's brome Bromiis kaImif 0.73 0.82 2.00°I 2.14 big bluestem Andro D49 aort aerardii 0.70 0.76 1.92% 2.57 Indian grass sor hasrriiin nutans 0.70 0.76 1 .9 2 Yo 3.09 blue grama B041reloua gracflis 0.50 0.56 1.37°I 7.35 one rass Koeleris mocrontha 0.25 0.28 0.69°I 18.37 prairie dro seed s orobofus hererofe is 0.12 0.13 01.34% 0.73 seeding to ensure see d-to-soI contact_ Grasses Subtotal 10.00 11.21 27.42"I 59.30 black-eyed susan Rudseckia spirts 0.31 0.35 U.84°I 10.32 rut Ie prairie clover ❑afea purpurea 0.19 0.21 0.51 Io 1.02 hoary vervain Verbena striata 0.13 0.13 0.341/ 1.29 lead plant Amar ha carrescens 0.09 0.10 0.2611 0.42 blue giaiit hyssop A astache foenicufum 0.06 0.07 U. 17% 2.07 butterfly milkweed Asclepias ruberosa 0.06 0.07 0.17"I 0.10 Canada milkvele h Astra alas canadensis 0.06 0.07 0.18% 0.40 bird's foot cored sis Cored sis palinata 0.06 0.07 0.1670 0.21 white PFELiri& clover ❑afea c2ndida 0.06 0.07 0.1115% 0.39 Canada tick trefoil ❑esmodiuin carraderrse 0.06 0.07 0.18% 0.13 stiff sunflower Hefianrftus paucifloras 0.06 0.07 U.17'10 0.09 wild bergamot Monarda fistufosa 0.06 0.07 0.15 Yo 1.42 stiff goldenrod D& oiaeuron rig idum 0.06 0.07 0.15°I 0.83 large -flowered beard tongue Penstenon qrandfflorus 0.06 0.07 0.17"I 0.32 smooth aster S rn h arrichum laeve 0.06 0.07 0.17°I 1.26 rough blazing star Liatris aspera 0.04 0.04 0.1270 0.25 ra c oldenrod sofida o nemorafis 0.04 0.04 0.10"I 3.86 heath aster Syrnphyc rrich um ericaides 0.04 0.04 U.14% 2.58 teat 1)ktzi11 g star Forbs Subtotal 1.50 1.68 4.09°I 26.96 Oats Avenasativa 25.00 28.02 68.49 Yo 11.13 Cover Crop Subtotal 25.00 28.02 63.49 Yo 11.13 Oats Total 36.50 40.91 100.00% 97.39 Seed in the Storm Basin Bottom TYPE B: (unless otherwise noted on civil plans), shall be: MnDOT #35-241 Mesic Prairie General, worked into the topsoil layer at 40.00 lbs per acre. Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications. Add 20lbs per acre of MnDOT 21-111 Oats Cover Crop to pond bottom. 15.7d7 Macir_ Prniri¢ C;an¢raI Common Name Scientific Name Rate (Iblac) Rate (kglha) %5 of Mix {by weight) seeds) sft big bluesten) An&o a oir erardir 2.00 2.24 SAG% 7.35 Indian grass sor hasrrum nutans 2.00 2.24 5.46% 8.82 side -oats grama Bourefoua curt! enduia 1.60 1.T9 4.39% 3.53 little bluestem Schfrachyrfiun sco ariurrr 1.60 1.T9 4.39% 8.82 ndYddllli wild rye EI mus caaadeasis 1.17 1.31 3.20% 2.23 Slender wheat[ rass EI rnus trach cauhis 1.00 1.12 2.73% 2.53 kalm's brome Brarruis kalrttil 0.50 0.56 1.37% 1.47 prairie dro seed S orchorus hererafe is 0.07 0.08 0.18% 0.39 switchc rass Panicum rip atom 0.06 O.OT 0.17% 0.32 seeding to ensure see d-to-soI contact_ Grasses Subtotal 10.00 11.21 27.39% 35.46 Flack -eyed susaIII Rudbeckfa hirm 0.31 0.35 0.86% 10.56 pui pie prairie clover Dales purpurriq 0.19 0.21 0.51% 1.03 Early Sunflower Heliv sis hefisrtthoides 0.13 0.15 0,34% 0.29 I)Itre q sant h sso p Acjas[aci)e toeidcufuin 0.06 0.07 0.15% 1.82 lead )lint Amor ha c. rnescens 0.06 0.07 0.15% 0.25 Canada milk vetch Astra stilts canadensis 0.06 0.07 0.17% 0.39 white prairie clover Galea candfda 0.06 O.OT 0,17% 0.44 Canada tick trefoil Desmodhan canadense 0.06 0.07 0.18% 0.13 Stiff sunflower Heliarulrus au cif sis 0.06 0.07 0.17% 0.09 wild berg aInot Monarda fistufosa 0.06 0.07 0.17% 1.61 Stiff goldenrod Oli oneuron ri idum 0.06 O.OT 0,17% 0.94 Smooth as -tel S !ill )1r orrfchum laeve 0.06 0.07 0.17% 1.26 haary vervain Verbeira stricta 0.06 0.07 0.17% 0.64 olden alexanders Zi2ra aures 0.06 0.07 0.15% 0.23 common milkweed Aside ias s riaca 0.04 0.04 0.10% 0.06 I) utlerfly milkweed Asclepias ruberosa 0.04 0.04 0.10% 0.06 blue vervain Verbena III srata 0.04 0.04 0.12% 1.50 tau q h blazing star Liatris as era 0.03 0.03 0.08% 0.16 teat 1)ktzi11 g star Liarris p ycnastach ya 0.03 0.03 0.09% 0.13 heath aster Symphyotri ch urn ericoides 0.03 0.03 0.09% 2.30 Farb& Subtotal 1.50 1.68 4.11% 23.89 Oats Auelln sarrva 25.00 28.02 68.50% 11.14 rover Caro p. Subtotal 25.00 28.02 68.50% 11.14 Total 1 36.50 1 40.91 1 100.00% 1 70.49 Seeding Maintenance: Hallie Grass -and Fork MI= res (TtWurvs bWln n Ing wtffi 1tm nkimb r :5) Yimr 1 Estahllishmeut (Wring reedtnl9): 1) Prepare ake - Late April - May. 2) Seed - May+ 1 - June 1. Maintaaancv: 1) Mow 164 inches) - even' 3D days after planting umi September X. 2) Wood Cartrol - mowing should Flalp conlral annual •iraods. Spot spray f-1iL1IGS 61= Eetehllfthiii (fall meedlini 15 Prepara sk-1_4aAugust -earhi5 piarnber. 2) GDW - late GBpt m ber to freeze-up. elnmE*&nce (fio- lowing 9eaaorn): 1) MDrw 164 inches) - Dnca in M". JunB and ,duly. 2) Weed Darrtral - mowing should keep annual wee& dawn. Spat epra,+tfriaile& a4e. EvakM1311: i) Cover exp gr<mirtg Wdtin 2 weeks Df plarrtng (*xcBp1 dwiviam plarrfingej 2) Scladingc spaced 1Z inrhrr .2p;rt in drill rows. 3ti Native gme sD edlnp may ant he 4-9 inch*a tall- 4ti Ir there e a flush of gm uth iram fowtail air-. main ae necmaary. Yet;r 2 melnmeance: 1) MDQ' {6-9 inch*9) one 4niD Lmme ff June I - "tial 15 bafape weeds set ee6d. 2) lftleed C43ITtrDI - maL4ing anduld tem annual w Esm dd.,.bn. Spot sprays dr silex etc. 3) Som-esilo may not n q•-irc much mainicnar= the second -ear. EvekaYdaa, 1) Cora ovp will bL- gone unless vkirb!!r wheal: was used in a fail pl3n6n4. 2) Grasses farming dumps 1 Z inchms apart in mil ro;4m bull: ctill shorL 3) Sm & fk3were thouki he hloam in, ?black-eSusana, bergxm etc.). 4) IF lhmm is a flush cf grawlh iram famb2il air_, rnv4r ailm. Year � Dlalntenancv; 1) rdow onhr if necamarp. 3) 411eed CaiTtml - Bp2t apmy ihlstli etc. 4) Gih39 ueualy do not require much maintaronce Ihrr thin rear. EvakMoa; 1) PhiTliiTg should begin lmkiig like a proirie - till grasses, Hrxa+em rk. Lang-uerm Dlaintanancp; i) lNeed Carrtral - 3pot spray 1hittbe etc. 2) Bumir'g (3-5 ,eW rot bA) Aterrl2M spring and fail if pagable- 3) H#ng 0-5 year rvtrian) lady} summer air et,rly'a I. Almilata +pith txunilp (may rrubsftte V burring 4) BLIMN MD years in -a mw will realty -clean up' rough-ookirr shoo. Landscaae Notes and Reauirements: 1. Tree saucer for individual trees outside of a plant bed to be four inches (4") depth natural single -shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail. Do not place mulch against tree trunk. Remove wire and burlap from top third of root ball before final soil back -fill and mulch. 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission. Plant bed drainage concerns during plant installation shall be brought to the attention of the Owner and General Contractor immediately. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control. 13. Warranty: The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 20% die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 17. Irrigation: The landscape contractor shall furnish an Irrigation Layout Plan for head-to-head coverage of all tree, turf and shrub planting areas. Use commercial -grade Hunter irrigation equipment and provide product cut -sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval prior to installation. Coordinate irrigation connection point, controller, back-flow and valving locations with the mechanical engineer, architect, & general contractor. Include 1 fall shut -down and spring start-up in irrigation bid. Sch 80 PVC sleeves are required to be placed under paved areas. This effort is to be coordinated between the landscape contractor, irrigation contractor, excavator, paving contractor, and General Contractor. 18. All edger shall be professional grade black steel edger, 1/8" thickness. Anchor every 18" on -center (minimum). Submit sample. 19. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-site during landscape work activities. Report any damage to the General Contractor immediately. 20. Unless otherwise noted/indicated, plant beds shall receive rock mulch over fabric weed mat, per detail. Submit mulch sample for Owner approval. Do not install weed mat under perennials, with the exception of ornamental grasses. 21. Rock mulch areas shall be a "' inch dila. local clean (buff) limestone over weed mat. Install per detail. Submit mulch sample for approval. 22. All planting, seeding, and sodded areas shall be prepared prior to installation activities with a harley power box rake or equal to provide a firm planting bed free of stones, sticks, construction debris, etc. 23. Turf Sodding and Seeding activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2014 edition, for turf bed preparation, installation, maintenance, acceptability, and warranty. Turf Seed installation to include TWO years of maintenance in the bid price. This includes mowing, weeding, & spot -spraying invasive weeds no less than 3 times per year. Maintenance also includes re -seeding bare patches larger than 6" in any direction, and fertilization no less than twice per calendar year. An acceptable stand of seeded turf is lush, full, and weed -free. 24. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. 25. The Landscape Contractor shall clear and grub the underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. 26. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. 27. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. 28. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding and installation. Coordinate with the general contractors on matters such as fine grading, landscaped area conditions, staging areas, irrigation connection to building, etc. 29. See Site and Civil plans for additional information regarding the project, including infiltration area soils and sub -surface drainage requirements and performance. 30. Topsoil Requirements: All graded areas of the site that are designated on the plan set for turf sod shall have no less than 6" of imported top soil, areas designated for shrubs, trees, and perennials shall have no less than 12" of imported top soil, meeting MnDOT classifications for planting soil for trees, shrubs, and turf. Slope away from building. 31. Landscape contractor must prove the open sub -grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4 -inch of water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes augured every 36" on -center and filled with MnDOT Free -Draining Coarse Filter Aggregate. Re -test sub -grade percolation for compliance to infiltration minimum requirement. ca to U w U � Cw C 0 .0.0 CPO g N `C2o N U Ncc J N �3ao 0 > o 7 C V Co N Z -`Ec _oca3 0. X m L O Q o �"� O U LIL CLo Method 1. Drop Seeding Onto Tilled Sites This is the "standard" for those neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, thiacloprid and thiamethoxam. Q 0) Q 1 method seeding on prepared sites such as on construction projects. L Q LO U V i C2o A) Site Preparation - The site should be prepared by loosening topsoil ton minimums depth of 3 inches_ D) Fertilizer - Use a fertilizer analysis based on a soil test or a general recommendation is a 10-10-10 (NPK) W c_Fca 00 c) 1 J LOJ � vrnc"'o ca to U w U � Cw C 0 .0.0 CPO g N `C2o N U Ncc J N �3ao 0 > o 7 C V Co N Z -`Ec _oca3 vn J a W W Pa PV� V Z a J Seeding Installation Method: Seeding Methods 32. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic strains of the Method 1. Drop Seeding Onto Tilled Sites This is the "standard" for those neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, thiacloprid and thiamethoxam. method seeding on prepared sites such as on construction projects. A) Site Preparation - The site should be prepared by loosening topsoil ton minimums depth of 3 inches_ D) Fertilizer - Use a fertilizer analysis based on a soil test or a general recommendation is a 10-10-10 (NPK) O_ 1 J J 0 Z the surface than adjacent, existing turf will be rejected and must be corrected at the landscape contractor's expense. LU■ C} Seed Installation - Seed should be installed with a drop seederthat rill accurately meter the types of seed to be)anted kee all seeds uniform) mixed durin the see din and contain dro seed tubes for stype). be Qf4 c E D} See�clung Rates -Rates esare re specified in the mixture talpvlatian far the specifed mix. .E � E) Packing- If thedrap seed eris not egUrpped with a cultipncker, the site should be cultipacked following the matching finish and color. Install per manufacturer's guidelines LL seeding to ensure see d-to-soI contact_ LL F)MulcIn - The site sheruld be muIchedand disc-arichoredfollomIng cultipackirig . The standard mint)[ is MnIDOT Type 1 at a rate of 2.0 tons/acre. Also see temporary erosion control far additional infomatiort. n � N JJ Z N � LU J GD N o W W Cl) co - C3 vn J a W W Pa PV� V Z a J Seeding Installation Method: Seeding Methods 32. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic strains of the Method 1. Drop Seeding Onto Tilled Sites This is the "standard" for those neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, thiacloprid and thiamethoxam. method seeding on prepared sites such as on construction projects. A) Site Preparation - The site should be prepared by loosening topsoil ton minimums depth of 3 inches_ D) Fertilizer - Use a fertilizer analysis based on a soil test or a general recommendation is a 10-10-10 (NPK) 33. Where new sod abuts existing turf, sub -cut and )ant new sod such that both old and new thatch layers are level. New sod which is higher g p y g 1 J J 0 commercial grade analysis at 200 Ibslacre- the surface than adjacent, existing turf will be rejected and must be corrected at the landscape contractor's expense. LU■ C} Seed Installation - Seed should be installed with a drop seederthat rill accurately meter the types of seed to be)anted kee all seeds uniform) mixed durin the see din and contain dro seed tubes for stype). be seed placement (6riIIio The drops edershouId equipped9;ith a cultipackerassernblyto ensure seed to -sail nt 34. Retaining wall engineering by others. Unless otherwise noted, retaining wall block to be County Materials Co., County Block, Split -Face in D} See�clung Rates -Rates esare re specified in the mixture talpvlatian far the specifed mix. Buff. Submit engineered wall drawings to Civil Engineer for review and approval. Include cap blocks and pre -manufactured corner units of E) Packing- If thedrap seed eris not egUrpped with a cultipncker, the site should be cultipacked following the matching finish and color. Install per manufacturer's guidelines LL seeding to ensure see d-to-soI contact_ LL F)MulcIn - The site sheruld be muIchedand disc-arichoredfollomIng cultipackirig . The standard mint)[ is MnIDOT Type 1 at a rate of 2.0 tons/acre. Also see temporary erosion control far additional infomatiort. n General Notes: JJ Z LU J 1. Refer to Sheet L101 for Landscape Layout Plan. o W W 2. See Civil Engineer's plans for site plan layout and dimensions. - C3 3. Contractor to coordinate all work in the city right-of-way with Wright County & City of Monticello Public Works Departments. ■ e L102 NOT TO SCALE 4. Protect existing trees to remain from damage during construction. 1` 5. Place a minimum of 4" topsoil or slope dressing on all areas disturbed by ® F construction, including right-of-way boulevards, unless specified otherwise. NOT FOR CONSTRUCTION SHEET LANDSCAPE DETAILS, NOTES AND SCHEDULES: L102 Not to Scale Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min LOT Planar Illuminance Fc 0.00 0.0 0.0 N.A. 3.1 2.7 1.7 1 . 1 1.5 2.3 2.9 2.7 2.8 2.9 2.5 2.3 2.7 2.9 2.8 2.7 2.6 1.7 0.8 0.5 0.4 0.4 0. 2 r N aj 0.1 0.2 0.4 0.9 2.2 3.7 3.7 3.2 3.6 3.3 2.0 1.0 1.5 3.0 3.8 3.5 3.6 3.6 2.9 2.8 3.5 3.7 3.3 3.5 3.7 2.2 1.0 0.8 1.4 1.6 1.3 1.0 0.7 LL 0 I..L 0.0 0.0 0.1 0.2 0.4 0.5 0.5 1.0 1.6 0.8 0.5 1.0 2.4 3.2 3.1 2.6 2.2 1.5 1.1 W P 1 W P 1 W P 1 0.0 0.0 0.0 0.1 0.3 0.9 1.4 1.3 0.8 0. 6 2.8 3.4 3.5 3.6 2.8 1.9 1.8 2.2 0.0 0.0 0.0 0.3 1.4 2.9 2.9 2.1 1.2 0.9 2.9 2.5 1.8 2.5 3.3 3.2 2.9 1.6 1.30 1.3 1.8 1.5 0.8 0.8 1.5 2.0 1.5m 1.4 WP1 1.8 1.6 1.0 WP1 0.0 0.0 0.0 0.1 2.7 3.7 3.4 2.8 2.1 2.1 3.3 4.0 3.6 3.8 4.4 4.0 2.9 2.4 3.3 4.0 3.7 3.5 3.8 3.6 2.7 2.7 3.5 3.5 2.1m WP .4 2.9 3.3 3.4 3.4 2.6 0.0 0.0 0.0 0.0 5, 2.8 4.0 3.4 3.5 3.7 3.6 3.2 3.3 3.8 4.3 4.3 3.8 3.5 3.3 2.9 2.8 3.0 3.2 3.6 3.8 4.2 4.3 3.9 3.7 3.3 1.9 0. .� 3.5 2.9 1.8 1.4 1 0.0 0.0 0.0 2.4 3.5 4.7 3.8 2.5 2.1 2.5 2.5 2.7 4.0 4.1 3.7 3.0 2.1 1.5 1.3 1.7 3.4 4.4 4.2 4.0 3.8 4.0 4.2 3.3 2.3 2.5 3.1 2.0 1.3 1.6 2.4 2.4 2.0 WPl 0.0 0.0 0. 2.6 4.4 3.2 1.8 2.0 2.9 2.8 .9 2.1 3.6 3.7 2.8 1.7 0.9 0. 2.4 3.4 4.1 4.0 4.4 4.2 4.0 3.8 4.0 4.4 4.2 3.3 2.9 1.9 8 2.6 3.7 3.2 W P 1 1 12.9 0.0 0.0 3.2 3.3 2.2 1.9 2.8 3.7 2. 3.1 3.9 2.9 1.4 4.4 5.3 4.0 3.7 4.3 4.5 4.4 4.3 4.1 4.2 3.8 2.4 1. 2.3 3.3 3.6 2.8 2.0 1.1 0.0 0.0 3.1 3.7 2.5 1.7 2.4 3.4 3.1 4.1 3.5 1.4 3.2 4.9 3.2 .6 0 3.3 4.2 4.3 4.0 3.6 3.8 3.9 3.8 3.3 13.0 3.7 3.0 2.6 2.1 1.3 0.0 0.0 1.1 2.8 2.6 1.7 1.8 3.2 3.6 s P 1 1.7 3.8 3.0 m W3-1 1 3.5 1. 213 4.3 4.6 3.2 2.8 4.3 5.8 6.5 5.5 2.8 2.5 3.6 3.7 2.8 2.1 1.7 1. .8 WP1 WP 0.0 .0 1.2 1.8 1.5 1.1 1.9 3.2 2.8 1.1 3.0 3.4 .6 2.6 3.7 2.7 3.2 4.8 2.9 1. 4.2 6.1 6.9 6.1 4.6 2. 2.1 3.0 3.4 4.1 3.9 2.3 1.0 0. 0.0 0. 1.6 2.1 1.5 1.0 1.0 1.5 1.8 0.9 2.5 3.8 2. 0.8 2.8 3.0 .5 3.2 3.7 2.2 1 5.5 6.4 5.7 4.2 2.2 1 5.4 6.0 3.4 1.3 0.7 0.7 0. 0.0 3.4 3.0 1.7 1.1 1.6 1.8 0. 0.8 2.6 3.0 1.0 1.8 1.7 1.9 31 2.8 .2 4.0 4.0 4.0 3.6 3.0 2.1 4.1 5.1 3.0 1.3 1.6 1.7 0.9 0.2 0. 0.0 0.0 0 0 m 2.43.8 2.7 1.5 1.7 2.8 2.8 0.6 1.2 1.7 .4 1.7 1.9 1.3 0.6 3.5 3.4 1.9 2.2 2.5 2.1 3.0 4.8 5.7 5.8 3.7 0 e 1.W P.13 3.1 2.0 1.8 2.8 3.0 1.4 0.2 0.1 0.0 0. WP1 W 0.0 0.0 0.0 2.0 3.5 3.0 1.8 1.6 2.7 3.6 .3 2.4 2.0 1.2 1.4 3.4 2.6 1. 1.6 3.2 2.5 0.9 1.6 3.9 2.6 1.2 3.0 5.6 6.8 6.7 5.0 3.8 4.3 3.9 2.5 1.8 2.6 3.7 3.0 1.0 0.1 0.1 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 .0 3.3 3.4 2.1 1.4 2.2 3.4 3.0 2.0 3.7 2.5 0.8 2.6 3.7 2.3 0.6 1.4 1.8 1 a _2_6 WP1 3.6 2.2 0.6 .1 6.4 6.3 6.4 6.5 4.4 2.5 2.4 3.4 3.0 m 1.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0. W P 1 WP1 0.0 0.0 0.0 0.0 0.0 0.0 1.3 2.6 2.2 1.3 1.6 3.1 3.6 3.0 WP1 3.5 1. 1.5 3.3 3.1 .4 2.1 1.7 1.0 1.9 3.6 2.8 1. 4.9 5.6 5.1 3.3 2.3 3.1 3.9 .7 .0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.4 0.5 1.6 1.8 1.3 0.9 1.7 3.1 2 2.2 3.7 2.7 3.2 3.6 2. 2.5 3.4 2.1 .7 3.1 3.6 2.0 3.8 4.1 3.1 2.1 2.0 2.8 2.8 0.0 0.2 0.4 0.3 0.2 0.0 0.1 0.1 0.4 1.0 2.1 2.2 2.2 2.8 1.9 1.1 1.1 1.5 1.6 1.1 3.4 3.5 .7 1.1 2.8 2.6 leo 3.4 3.4 1. 1.0 2.4 2.3 .0 m 2.0 3.8 3.0 1.7 1.4 1.6 1.7 0.9 1.1 1.5 0.8 WP1 WP1 0.1 0.1 0.4 1.3 2.8 3.7 2.8 r,-��-5� ��17.3 3.7 3.3 1.8 1.4 1.9 1.9 .8 1.3 2.7 2.2 0.8 1.3 1.6 1 2 2.3 3.5 2.5 0.8 1.4 1.5 1. 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W P.1 3.3 .4 2.8 3.5 2.3 1.6 2.9 2.1 1. 2.7 4.3 3.6 .4 2.2 2.1 1.3 1.0 1.7 3.2 3.7 0.9 2.8 2. 0.1 0.2 0.5 0.8 0.8 1.0 2.4 4.8 5.2 2.5 2.6 3.7 2. 1.8 3.8 3.0 1.3 3.0 3.5 2.0 1.1 3.7 4.8 4.9 4.1 1.8 3.6 2.6 1.2 1.0 1.7 2.6 2 0.6 1.4 W e 0.2 0.3 0.4 0.6 1.5 2.9 3.5 3.6 3:1- 1. 1.4 3.4 3.2 1.6 2.6 1.8 1W P316 3.0 .2 1.4 2.8 3.9 5.4 6.3 5.7 3 a _ p i 3.6 2.1 1.1 1.2 1.4 1.3 0.1 0.3 0 6 1.0 1.7 2.5 3.3 3.8 2.8 2.0 2.5 1 7 1.2 1.4 1.4 .6 3.1 3.5 2.0 1.3 1.8 1.7 3.6 5.9 6.3 6.0 4.7 2. 2.6 3.7 2.7 1.6 1.4 2.2 2.1 .8 0.3 0.3 0.3 0.1 0.1 0.2 0.5 1.1 1.9 2.5 2.6 2.4 2.6 1.7 2.7 1.8 0. 1.8 3.6 2.8 0.9 3.1 2.5 1.2 .4 4.7 6.4 5.9 4.9 4.7 3.5 2.0 1.6 2.5 3.6 2.7 1.4 0.9 .5 1 0.1 0.1 0.2 0.5 1.0 1.5 2.2 3.5 3.5 1. 3.4 3.3 1.8 0.5 1.6 2.4 1 2.3 3.9 2.5 3.9 4.7 4.3 3.7 2.5 1.8 2.5 3.5 3.8 2.4 3.0 1. 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P1 0.0 0.0 0.0 0.1 0.6 1.5 1 8 2 0.3 0.6 0.9 1.5 2.3 3.3 3.8 4.3 4.2 2.5 1.6 3.4 2.3 0 9 1.8 3.4 2.7 1.5 1.4 2.5 3.3 0.1 0.7 1.1 1.0 0.2 0.2 0.4 0.9 1.6 2.5 3.5 4.1 3.4 2.7 3.8 2.1 0.6 1.5 2.1 1.6 1.2 1.4 1.6 1 2 2.5 2.2 .1 eW P 1 0.1 0.2 0.5 1.0 1.9 3.1 4.0 3.5 1 1.5 3.3 3.0 .2 1.8 1.5 1.2 1.2 1.9 2.2 1.2 1.9 3.6 2. 0.2 0.4 0.8 1.6 2.7 3.4 3.5 3.2 3.5 3.6 2. 2.4 3.2 1.9 1.2 1.8 3.1 3.2 .2 WPI P UI 3.4 2 0.2 0.5 1.1 1.8 2.7 3.4 3.9 3.9 2.9 3.6 3.2 1.7 1.5 2.7 3.7 2. 2.4 3x.51 .0 m WP1 0.2 0.3 0.5 1.2 1.8 2.5 3.0 2.8 2.7 3.6 2.4 1.5 2.2 3.4 3.]m 3.4 3. 0.2 0.3 0.6 1.1 2.0 3.1 3.6 2.3 m 2.0 3.8 2.9 1.6 1.5 2.8 3.8 1 8 P1 0.9 2.1 W 0.2 0.5 1.1 2.2 3.3 3.5 3.1 2.3 2.3 2.9 2.0 1.0 1.4 2.5 2.8 0.1 0.5 0 9 2 0.4 0.9 1.7 2.4 3.3 3.5 2.3 1.6 1.5 1.1 1.1 1.4 1.5 .8 0.2 0.3 0.2 0.5 1.0 1.7 2.1 1.7 1.1 0.8 1.1 2.0 2.2 1. 0.6 0.4 .3 0.2 0.5 0.7 0.7 0.6 0.8 1.9 3.2 3.2 1.5 1.9 1. 0.2 0.3 0.5 1.4 2.7 3.7 2 4 3.3 2.8 2 0.8 2.2 3.4 2,6 1 m 2.0 WP1 3.8 .6 3.0 3.6 1.7 0.1 3.2 3. 0.9 0.1 0.0 0. 2.8 3.6 Not to Scale Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min LOT Planar Illuminance Fc 0.00 0.0 0.0 N.A. N.A. LOT Planar 1 Illuminance Fc 2.21 6.9 0.0 N.A. N.A. 0.0 0.0 0.0 0.7 2.3 2 8 0 0.1 0.5 1.1 0.2 .9 Luminaire Schedule Symbol Qty Label Manufacturer Description Arrangement Lum. Lumens Lum. Watts LLF 63 WP1 RWL2-160L-45-4K7-3-U SINGLE 6780 46.1 0.950 MH 15' 1. Lighting Reflectance of 80/50/20 used unless noted otherwise 2. Interior calc points shown at 30" A.F.F. unless noted otherwise 3. Exterior calc points shown at grade unless noted otherwise 4. Emergency egress calc points shown at 0" A.F.F. 5. Photometric drawings are for Design purposes only, not for Construction documents 2 IRT O N U r In LO Z Z c� r C/)J O J O >'RT LU O Z VMMJ c V In a " �04 �Qa 0 W z V -z H Q j J Q 4- U) C N U) O p Q- 07 07 U) 0E 0 L fA O p p > E > O ^O,, c) Z3 W .E C6 0 }' E J L CU M w (D0 V ) UJ Q z Q U LU 2 Page M of 1 X N 1 2 r N aj � N M � � LL 0 I..L 2 0 U z W CID U) 0 00 CO z U) J 0 a a W z z 2 0 0 CO w F - Z) U) T w Z) z w a a z W X 0 wsb March 25, 2021 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: StorageLink Preliminary/Final Plat & Civil Plans — Engineering Review City Project No. 2021-007 WSB Project No. R-017840-000 Dear Mr. Leonard: We have reviewed the StorageLink Facility concept plans dated March 8, 2021. The applicant proposes to construct a storage unit facility on the 5.6 acre parcel located at the corner of Chelsea Rd and 901h St NE. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. Preliminary/Final Plat Comments: 1. See comments provided by City staff. Traffic & Access: 2. Based on the proposed site plan the anticipated traffic generation for the first phase assuming approximately 42,500sf would be 65 daily trips, 5 AM peak hour trips and 8 PM peak hour trips, and; for the future phase assuming approximately 41,800sf would be 64 daily trips, 5 AM peak hour trips and 8 PM peak hour trips. The total traffic generation at full development would be 129 daily trips, 10 AM peak hour trips and 16 PM peak hour trips. 3. Chelsea Road is classified as a Minor Collector roadway in the City's 2040 Comprehensive Plan. Chelsea Road has an estimated existing ADT of 2,800vpd and projected 2040 ADT of 7,400vpd east of 90th Street. 4. The proposed access to the site is located approximately 450ft east of 901h Street and would not impact the existing westbound left turn lane from Chelsea Road to 90th Street. With the low traffic generation and moderate traffic volume on Chelsea Road there would not be a need for turn lanes in to or out of the site at the proposed driveway. 5. A sight line analysis should be completed at the intersections of Chelsea Road and the proposed site driveway. Provide a detail/exhibit. K:\017840-000\Admin\Docs\2021-03-15 Submittal\_2021-03-25 LTR StorageLink Prelim Plat - WSB Plan Review.docx City of Monticello — Storagel-ink Preliminary/Final Plat & Civil Plans — WSB Engineering Plan Review March 25, 2021 Page 2 Site & Utility Plan (Sheet C1): 6. Show more clearly the extents of the pavement removals for the trail, curb, etc. at the access to Chelsea Road. 7. The applicant is not proposing water/sewer services to the buildings. 8. Note and show the hatching of the bituminous patching on Chelsea Road for the replacement of the existing curb with surmountable curb/valley gutter. Show the limits of all removals and replacements. The bituminous shall be replaced in-kind. 9. The proposed entry gate should be installed further into the site a minimum of 50' from the curb edge on Chelsea Road to allow enough space for a pickup and trailer to sit fully off of Chelsea Road (high traffic volume). 10. Watermain shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. 11. Watermain looping and/or additional hydrant locations may be required through the site to provide adequate fire flow supply. The building department will review the hydrant spacing; all points of the building need to be able to be reached with 300' of hose from a hydrant. 12. The building department will review the site for emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. 13. Add a note to the plans stating that the City will not be responsible for any additional costs incurred associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. Grading & Erosion Control Plan (Sheet C2): 14. Provide proposed contours and grade percents/arrows from the building openings/garage door side to the inverted crown. 15. The site proposes grades that are 3:1. A maximum slope of 4:1 is allowed onsite adjust grading plan accordingly. 16. Correct the HWL label on the grading plan, this number should be listed as 953.49. 17. Label and identify the pond EOF and EOF route. 18. The pond on the adjacent parcel to the east has an EOF route through this site. Due to this site's development, the new EOF will be through the east parcel's site at an elevation of 956.96. This elevation affects the buildings adjacent to the eastern parcel ponding area. Please adjust building elevations to at least 1.5 ft above the EOF to achieve the required freeboard or provide an alternate EOF route that is lower than the route through the adjacent property. City of Monticello — Storagel-ink Preliminary/Final Plat & Civil Plans — WSB Engineering Plan Review March 25, 2021 Page 3 19. Show the use of erosion control blanket where the slopes are 4:1 or steeper. Show/note locations for inlet protection. Provide the necessary details for proposed BMP's. 20. Grading is directed to the westerly edge of the pavement on the first phase. Either extend the paving to include a portion of the inverted crown or construct a portion of the inverted crown within the pavement limits shown. Include additional paving in and around the catch basin structure proposed to collect runoff from the first phase. Storm Sewer Plan (Sheet C1): 21. With final design, provide 10 -year storm sewer design for the proposed storm sewer system using the rational method as identified in the Design Manual. Stormwater Management 22. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. 23. The site needs to provide onsite volume control for runoff of 1.1" over the new impervious area. New impervious area is 177,367 sf, which equates to a volume of 16,258 cf. The infiltration basin proposes to store and infiltrate 1.5 ft of runoff, equivalent to a volume of 36,207 cf. This volume exceeds the required amount. By meeting the required volume control standard, water quality standards are considered met. The following information is required for the infiltration basin: a. Pre-treatment measures are required prior to discharging to the volume control BMP. b. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. 24. An infiltration rate of 0.45 in/hr was assumed for the infiltration basin design. At this infiltration rate the 1.5 ft of infiltration volume will draw down within 40 hrs which is within the required 48 hr draw down. 25. This parcel was planned to drain to a regional pond located east on Chelsea near the large wetland complex. The regional pond will provide rate control for the site based on a curve number of 80. Additionally, onsite ponding is providing for rate control. Calculations provided indicate the site is meeting the city's rate control requirement. SWPPP: 26. 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. 27. Provide a SWPPP with final construction plans. 28. A full review of the erosion/sediment control plan will be conducted with final construction plans. City of Monticello — Storagel-ink Preliminary/Final Plat & Civil Plans — WSB Engineering Plan Review March 25, 2021 Page 4 Standard Details Plan: 29. Add the City details for hydrants, gate valve, watermain offset, erosion control blanket, storm structures, pipe bedding, and others pertinent to the proposed construction and erosion control items. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. 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 DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) STORA GELINK MONTICELL O AGREEMENT dated , 20215 by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), STOREAGELINK OF MONTICELLO, LLC, a Minnesota limited liability company ("Developer") and OCELLO, LLC, a Minnesota limited liability company ("Owner") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for STORA GELINK MONTICELLO (referred to in this agreement as the "plat" and the "Development") which consists of approximately 5.77 acres. The Developer seeks City approval to rezone the Development from a B-3 (Highway Business) District to a PUD (Planned Unit Development) District. The Developer proposes to construct 11 storage facility buildings in phases. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". 214819vl 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer and Owner enter into this Contract, furnish the security required by it, and record the plat with the County Recorder / Registrar of Titles within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. 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 all parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder/Registrar's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi -phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer and/or Owner has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. 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 two (2) 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, the Developer and the Owner. Thereafter, notwithstanding 2 214819v1 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 PUD District, in effect at the time the final plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) PUD Zoning District Regulations (4) B-3 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. The erosion control plan may also be approved by the Wright County Soil and Water Conservation District. 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, Development, and Erosion Control Plan Plan C - Plans and Specifications for Public Improvements Plan D — Site Plan Plan E - Street Lighting Plan 3 214819v1 Plan F - Landscape Plan: General site and individual unit landscaping plans Plan G — Building Plans, fagade elevations and typical architectural design plans Plan H — Signage Plan Plan H — Building and Design Plans 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Concrete Curb and Gutter and Bituminous Paving B. Site Grading, Ponding, and Erosion Control C. Underground Utilities D. Setting of Iron Monuments E. Surveying and Staking The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. 4 214819v1 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 Owner shall be responsible for the placement of the iron monuments. The Owner'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 B-3 Zoning District Regulation. 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 and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer or Owner may, however, request an extension of time from 5 214819v1 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. 15. LICENSE. The Developer and Owner hereby grant the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, 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. 6 214819v1 17. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible parry and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in 7 214819v1 advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this Paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for the City's engineering administration at the time of development, reuse or redevelopment of any lot within the plat, as required. City engineering administration will include monitoring of construction observation, consultation with Owner and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service will be billed at hourly rates estimated to be two percent (3.0%) of the estimated Grading construction cost, assuming normal construction and project scheduling. The Owner 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 street construction and will be billed on hourly rates. Developer will provide a $4,200.00 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. 18. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat, PUD and associated administration. Fees for this service shall be at standard 214819v1 hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000 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 planning -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 two percent (2.0%) 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 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 two percent (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. D. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are 9 214819v1 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. 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 and Owner 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. 22. PARK DEDICATION AND TRAILS. Not applicable. 23. STORM SEWER AREA CHARGE. The Development is subject to a storm sewer area charge of $75,211.9503- . . The area charge is based on the gross area of the final Development less any area credit for pond area, and is calculated as follows: Base Storm Sewer Area Charge 5.77 acres x $4,268Er,00 09/net acre= $34,620.00 Alternate Storm Sewer Area Charge: 5.77 acres x $8,76744,,14-7-.N/net acre = $59,125.19 The total storm sewer area charge for the Development of $75,211.9593,'�n shall be assessed against the property if not paid by the Developer in cash at the time of final Development approval at developer's option. If assessed, an interest rate of 2.0% 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. [See Paragraph 30(D).] 10 214819v1 24. SANITARY SEWER AREA CHARGE. The Development is subject to a sanitary sewer area charge of $23,015.15. The area charge is based on the gross area of the final Development and is calculated as follows: 5.77 acres x $3,995.00/acre = $23,051.15 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Development approval at developer's option. If assessed, an interest rate of 2.0% 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 CHARGE. The Development is subject to a water main area charge of $17,044.58. The area charge is based on the gross area of the final Development and is calculated as follows: 5.77 acres x $2,954.00/acre = $17,044.58 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Development approval at developer's option. If assessed, an interest rate of 2.0% 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. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: 2021. A. Implementation of the recommendations listed in the City Engineer's letter dated March 25, B. Implementation of the recommendations listed in Exhibit Z of the Planning Commission Resolution PC -2021-012 and PC -2021-013. 11 214819v1 C. 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 $300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 1 unit 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. D. 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. E. The Development shall obtain access to the Subject Property via a single driveway off of Chelsea Road West. F. The Developer shall comply with all recommendations requested by the Fire Marshal, including but not limited to an additional fire hydrant and plan revisions to meet turning radius requirements for fire apparatus. 27. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank 12 214819v1 ("security") for $82,685.00, plus a cash fee of $10,200.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Erosion Control/Grading Certification $17,310.00 Landscaping $65,000.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $82,310.00 OTHER COSTS: Lot Corners/Iron Monuments $375.00 TOTAL COSTS $ 82,685.00 TOTAL SECURITIES: $ 82,685.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. 13 214819v1 28. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Development approval: City Administration, Legal & Planning (2%) Engineering and Inspection Grading and Restoration (3%) Sidewalk Review & Inspection (4%) Streets and Utilities Total Cash Requirements * Fees reconciled to actual expenses at close of project. $ 6,000.00* $ 4,200.00* $ NA* $ NA $ 10,200.00 29. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 30. RESPONSIBILITY FOR COSTS. 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, 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 14 214819v1 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 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a five year period, in five equal principal installments, plus interest at 1.5% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year, with interest accruing on the principal balance beginning on the date of final plat approval by the City of Monticello. 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. 15 214819v1 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. 31. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 32. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or 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. 16 214819v1 E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. 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 Owner 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 Owner, 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 17 214819v1 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. 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. I 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. 18 214819v1 L. The Developer and the Owner acknowledge that the emergency overflow (EOF) for the infiltration basin on Lot 1, Block 1 of Groveland 5th Addition is directed off-site through the plat of StorageLink Monticello. The pond on the adjacent parcel to the east has an EOF route through this site. Due to this site's development, the new EOF will be through the east parcel's site at an elevation of 956.96. This elevation affects the buildings adjacent to the eastern parcel ponding area. StorageLink Monticello is required to adjust building elevations to at least 1.5 ft above the EOF to achieve the required freeboard or provide an alternate EOF route that is lower than the route through the adjacent property. 33. NOTICES. Required notices to Storagelink of Monticello, LLC, 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: 1650 Blackberry Circle, Sartell, Minnesota 56377, with a copy to Ocello, LLC, the Owner at the following address: 4065 Chelsea Road West, Monticello, Minnesota 55362. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Monticello, Minnesota 55362; with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, Suite #290, Eagan, Minnesota 55121. Remainder of page intentionally left blank. Signatures on the following pages. 19 214819vl 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 , 2021, 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 20 214819vl DEVELOPER: STORAGELINK OF MONTICELLO, LLC LE STATE OF MINNESOTA ) ( ss. COUNTY OF Bruce Stainbrook, Its Manager The foregoing instrument was acknowledged before me this day of 2021, by Bruce Stainbrook, the Manager of Storagelink of Monticello, LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public 21 214819v1 OWNER: OCELLO, LLC. Shawn Weinand, Its Chief Manager STATE OF MINNESOTA ) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2021, by Shawn Weinand, the Chief Manager of Ocello, LLC, a Minnesota limited liability company, on behalf of said entity. Notary Public 22 214819v1 EXHIBIT "A" Legal description of the Property Outlot A, Groveland Fifth Addition, Wright County, Minnesota. T1 ,I That Part of Chelsea Road West, as dedicated in Groveland Addition, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, lying Southeasterly and Easterly of a line drawn parallel with and distant 80.00 feet Southeasterly and Easterly of the Southeasterly and Easterly line of Outlot A, 901h Street 3rd Addition, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, and also lying Southwesterly of a line drawn parallel with and distant 80.00 feet Southwesterly of the Southwesterly line of Lot 1, Block 1, said 901h Street 3rd Addition, except that part platted as Groveland Fifth Addition. PID Nos. 155-253-000010 and 155-125-000040 23 214819v1 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 Owner) 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 24 214819v1 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 25 214819v1 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 BY: Authorized Insurance Representative 26 214819v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on all or part of the above-described property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2021. Its STATE OF ) )SS. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2021, by the of ,a , on behalf of the Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] 27 214819v1 SUMMARY OF EXPENSES/FINANCE PLAN Phase 1 April 21, 2021, v3 Total Acres in Development 5.77 gross -net Total Acres in Phase 5.77 gross net Total Units in Development Total Units in Phase Trunk Area Charges Costs (Used to Calculate City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes Acreage Acres or Credits Net Notes Charge Units Lot Corners/Iron Monuments $300 1 Total Construction Cost for the purpose of calculating LOC ssessment INA $300.00 Park & Pathway Dedication Maximum allowable reduction prior to acceptance and bond 90.00% Not applicable as of 3/21 for commercial/industrial Special Assessments Chelsea Road NA Lift Station NA Booster Station NA Sanitary Sewer (gross acres) $3,995 5.77 $23,051.15 2021 non-residential rate; paid at prevailing rate at time of platting Watermain (gross acres) $2,954 5.77 $17,044.58 2021 non-residential rate; paid at prevailing rate at time of platting Storm Sewer (net acres, base fee) $4,268 5.77 $24,626.36 Storm Sewer net acres, alternate ponding fee $8,767 5.77 $50,585.59 Total amount to Assess I 1 $115,307.68 Per Lot Assessment based on (#) units NA ow (Based on ublic Improvement Con City Administration, Legal & Planning 2.00% $2,000.00 Actual; cost reconciled at project completion/Min. of $2000 City Legal $2,000.00 City Planning $2,000.00 Engineering and Inspection Inspector /Engineer cost reconciled at project completion Grading, Restoration & 3.00% $4,200.00 Actual; cost reconciled at project completion/Min. of $2000 Erosion & Sediment Control Inspection Sidewalk Review & Inspection 4.00% NA Actual; cost reconciled at project completion/Min. of $2000 GPS Locate $60 #units NA Actual; cost reconciled at project completion Total City Fees $10,200.001 1 Public IrT=vement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes NA NA NA NA NA Notes Construction total for purpose of calculating other fees $0.00 Lot Corners/Iron Monuments $300 1 Total Construction Cost for the purpose of calculating LOC $300 $300.00 Maximum allowable reduction prior to acceptance and bond 90.00% Site Grading Estimate $140,000.00 1 Required to calculate grading escrow above ADDITIONAL REQUIRED LETTERS OF CREDIT Landscaping $65,000.00 Based on value of landscaping $52,000 x 125% Prairie Restoration Tree Preservation Grading $3,000 5.77 $17,310 Surety for plans to specifications and restoration To 10.00 Escrow amounts as listed in this finance plan template area written estimate of consulting and staff time and cost for plan review and inspection for the development. This may include engineering, legal, planning and environmental consultation. Should the original escrow be exceeded, the applicant or responsible party will be billed for all additional services. In signing the development agreement, the applicant is indicating that they have not relied on the estimate of fees in their decision to proceed. It is the policy of the City of Monticello to require developers to reimburse the City for costs incurred in reviewing and inspecting development projects, so that these costs are not borne by the taxpayers of the City. These costs include all of the City's out-of-pocket costs for expenses, including the City's costs for review and inspection by the City's staff, Consulting Engineer, Consulting Planner, City Attorney, or other consultants. City Council Agenda: 04/26/2021 4B. Consideration of authorizing fire department to purchase a new custom utility pump skid assembly from FireSafety USA for $12,550 Prepared by: Meeting Date: ® Regular Agenda Item Fire Chief 04/26/2021 ❑ Consent Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to authorize the fire department to purchase a new custom utility pump skid assembly from FireSafety USA for a total cost of $12,550. REFERENCE AND BACKGROUND The current pump assembly in the department's Utility -12 truck is well past its typical lifespan. It has been used in three different trucks to help fight wildland fires and other smaller, non- structural fires. Every time it changed trucks, the assembly was altered slightly to fit the vehicle housing it. It has a gas motor that is not nearly as reliable as a new one, as well as other parts that show significant wear and tear. The fire department originally planned to attempt repairing the old pump assembly, but utilizing several donations make it feasible to replace the entire assembly. The new custom system will be tailored to the current truck with the intended use in mind. Requests for quotes were solicited from 3 vendors. The two lowest quotes were for the same amount, but staff is recommending purchasing the assembly from the Minnesota-based company, FireSafety USA. The fire department recently purchased the tower aerial truck from the same vendor as well as the new engine from that is currently in production. If approved, the skid will be ordered with expected delivery in late summer 2021. It is possible that supply chain issues for parts specific to this system could delay the timeline, but by ordering now it ensures eligibility for the grant reimbursement policies. The existing pump assembly is planned to be sold at auction. I. Budget Impact: The $12,550 purchase will be funded from fire department's 2021 budget. This item is unbudgeted, but $9,762.57 of the total will be offset by donations as follows: $1,000 —Josie Larson (accepted by Council 8/24/20) $2,000 — Monticello Lions (accepted by Council 4/12/21) $223.57 — Monticello Covenant Church (accepted by Council 4/12/21) City Council Agenda: 04/26/2021 $5,000 — All Elements (not yet received) $1,539 — DNR Grant (not yet received) II. Staff Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends authorizing the fire department to purchase a new custom utility pump skid assembly from FireSafety USA for a total cost of $12,550. SUPPORTING DATA A. Quote from Fire Safety USA B. Quote from MTech Inc. C. Quote from Wildland Warehouse FIRE SAFETY USA, INC ROCHESTER, MN 55901 507-529-8444: PHONE 507-529-8111: FAX Name / Address MONTICELLO FIRE DEPARTMENT ATTN;KURT 505 WALNUT STREET MONTICELLO, MN 55362 Customer Phone 763-295-4111 Customer Fax 763-271-3290 ................................................ Qty Item ............................................... 1:: SALE Description Quote Date Quote # 4/6/2021 98807 Rep RYAN Cost Total ................................................................................................................................................................................................................. CET SKID UNIT, PER DRAWING PROVIDED WITH BELOW 12,550.00: 12,550.00 FEATURES; delivered 9HP HONDA GAS ENGINE WITH ELECTRIC START AND MANUAL :BACKUP 200 GALLON WATER TANK WITH REAR SKID PLATFORM, TANK SIZE 78" LONG X 48" WIDE 1" TANK FILL FIRE VALVE TWO X 1" HOSE REEL FIRE VALVES ONE X 1.5" DISCHARGE FIRE VALVES ONE DIRECT TANK FILL VALVE ONE 2.5" TANK SUCTION VALVE TWO ELECTRIC REWIND HOSE REELS WITH THREE WAY CHROME OUTRIGGER SPOOLS : 20OFT OF 3/4" FABRIC BOOSTER HOSE ON EACH REEL NOTES; ONE REEL FACING SIDEWAYS AND ONE REEL FACING REARWARD Total $12,550.00 Phone # Fax # E-mail Web Site 507-529-8444 507-529-8111 CAROL.CLAREY@FIRESAFETYUS... www.firesafetyUSA.com MTECH, Inc. 1072 MARAUDER STREET SUITE 210 CHICO, CA 95973 Phone: 530-894-5091 Fax: 530-894-5092 Quotation Quote MONTICELLO FIRE To: Quote Number: 7552 Contact: KURT LIEFERT Quote Date: 04/07/21 Expires: 05/07/21 Inquiry: Customer: MONTICELLOMN Terms: To be determined Salesman: Chris McAvoy Phone: (763) 234-1504 Ship Via: FAX: Foe: CHICO, CA 1. This is an estimate only. Modification to line items may affect final pricing. 2. Price does not include sales tax (if applicable), crating or freight charges. 3. Commercial address with a forklift or loading dock is required to qualify for QTAC flat rate shipping. Part Number Item Description 1 2305.001-02 Revision Quantity Price 1 $14,562.0000 /EA Page 1 of 2 Part Number Item Description Revision Quantity Price Custom MTECH PolyTough 200 -gallon skid Includes: - (1) 8" x 8" Water Fill Tower w/ hinged lid and trash screen - (1) Pump platform - (1) Water level sight tube - Approximately 76"L x 48" W - Color: Black MTECH Pump Package, Includes: - (1) Waterax Striker 2 pump (Max 230PSI) with a 13hp 4 -cycle engine with engine choke, throttle, and fuel valve control levers; keyed start switch; and low oil pressure alert lamp and shutdown - (1) 2" NH Overboard suction valve for draft - (1) 1.5" NH discharge with cap - (1) 1" Pump to tank - (1) 2" FNPT Tank to pump - (1) Tank drain - (1) Guzzler hand primer - (1) PolyTough battery box with onboard battery - (1) Welded stainless steel manifold -Brass and Stainless Steel plumbing components Waterax Control Panel, Includes: - (1) 2.5" Pressure gauge - (1) Low pressure shut off - (1) Manual Vernier throttle - (1) Low -oil light - (1) Engine choke Hannay Hose reel assembly, includes: - (1) Hannay steel electric rewind hose reel with rollers - (1) 100'x 3/4" 300 PSI booster hose (3/4" ID) *Fully assembled and tested 2 2250.006 1 $291.0000 /EA Viper Nozzle with Pistol Grip, 10-23 GPM, 1" NST X 3/4" GHT Adapter 3 CRATING 1 $250.0000 /EA CRATING FEE FOR STANDARD SKIDS AND TANKS (UP TO 48"X96") 4 FREIGHT 1 $0.0000 /EA Freight Charge TBD By CHRIS MCAVOY MTECH, Inc. Total: $15,103.00 Page 2 of 2 Ty pas-1re�'s DESIGNERS OF CUSTOM SKID UNITS www.WildlandWarehouse.com P.O. Box 425, Blairstown, NJ 07825 Quote # 21-075 1-866-Wildland . Fax 908-362-6236 March 23, 2021 Kurt Liefert, Captain 2 Monticello Fire Dept 103 Chelsea Rd Monticello, MN 55362 763-234-1504 / Kurtass76@hotmail.com Suecifications for a 200 gallon Truck mounted Fire Subbression Skid Unit A — Tank 200 Gallon capacity polypropylene water tank/skid unit. The Tank walls and lid shall be constructed of 1/2" thick Black, UV resistant, Polypropylene material. The tank floor and pump platform shall be 3/4" thick of the same material. It shall be baffled with 3/8" transverse and longitudinal baffles to meet NFPA standards and shall include a full lifetime factory warranty. The tank shall be approximately: _441/2 _in. Long x _48 in. Wide x 25 in. High. The entire skid unit shall be approximately: 76 in. Long x 48 in. Wide x 49 in. High, including the Hose Reel. The tank, as a minimum, shall include the following: 1) Minimum 8" water fill tower with screen and 3" vent/overflow located at the passenger side rear corner 2) Full height white poly water level sight gauge 3) Tank top mounting tracks for Hose Reel 4) 2" minimum Diameter Suction Port in FPT with backer donut 5) 1" minimum Diameter Fill Port in FPT with backer donut 6) 2" minimum Diameter Drain Port in FPT with backer donut 7) The suction port shall be plumbed to the dead center of the tank both front to back side to side then elbowed down above the tank floor, giving the best drafty capacity for off road use. B — Pump Wick SI250-7KE: 3 Stage High Pressure Pump. Max Weight: 49 lbs. 1) Engine: 7 HP Kohler, 4 Stroke, Air-cooled. Electric Start/ Recoil Back up 1 gallon Integral Fuel tank 2) Pump: 3 Stage, High -Pressure driven by a maintenance free speed increaser 2" NPSH Suction, 1 1/2" NPSH Discharge Max PSI: 195, Max GPM: 90 3) Primer — Hand Primer Provided 4) Oil Drain Valve with hose installed in crankcase. C — Hose Reel Qty 1 200 Ft. capacity of 3/4 in. diameter hose. Hannay 12VDC Low Profile Hose Reel in painted steel_ with a 1 in. Diameter male riser in NH thread and dual chrome outriggers (driver side low and passenger side high) shall be supplied, mounted and wired on ton of the tank. Qty 1 200 Ft. capacity of 3/4 in. diameter hose. Hannay 12VDC Tall Hose Reel in painted steel_ with a 1 in. Diameter male riser in NH thread and C2 4 -sided roller assembly shall be supplied, mounted and wired on rear pump platform. D — Reel Hose 400 Ft. of 3/4 in. Mercedes Textiles Boostlite lightweight Booster Hose with Permatek abrasion resistant treatment in yellow, shall be supplied and installed. The hose shall be fitted with a field repairable coupling for quick repair in 1 in NH thread, and a lin. NH dual range Fog Nozzle included. E — Plumbing All valves to be full port'/4 turn brass ball valves rated to 600 PSI. All plumbing to be stainless steel. All suction side plumbing to be rated at 150 PSI minimum. All discharge side plumbing to be rated at 250 PSI minimum. The pump shall be plumbed as follows on the suction side: 1) 2" Diameter T 2) A gruv-lok coupling shall be installed on the suction line to eliminate vibration. 3) 1 — 2" 1/4 turn brass ball valved leg into the tank suction port. 4) L— 2" leg extended to the rear of the body to draft with, which shall have a cap w/ chain in 2" NPSH . 5) A 2" Female NH x 1 '/2" Female NPSH adapter will be provided for direct fill/pumping. The pump shall be plumbed as follows on the discharge side: 1) 1" Tank fill (standard) 2) Two 1" Hose Reels 3) 1 %2" overboard discharge in NH with cap and chain 4) Pressure relief valve 5) 300 PSI pressure gauge. F — Control Panel & Power A 100% weatherproof control console shall be installed on the end of the pump platform. It shall contain at a minimum a fuse holder, circuit breaker(s), reel solenoid, & weatherproof reel rewind push button switch. All wiring on the skid to be a minimum of 14 gauge encased in loom. All terminals shall be crimpled on and then encased in heat shrink tubing. 25 Ft of positive and negative 8 gauge Battery cable in loom with circuit breaker supplied to run to truck battery. G – Suction Hose N/A —lengths of 2" Diameter x 8 ft _Li h tweig_ht_ PVC Suction Hose in NPSH shall be included N/A 2" diameter x NPSH aluminum foot valve/strainer shall be included. H – Hose Tray N/A Approximately 48" long poly hose tray shall be mounted on the tank top for dry racking a minimum of ft. of in. hose. N/A Approximately 48" long pre -plumbed hose tray shall be mounted on the tank top with a minimum capacity of ft. of in. hose. (Hose not included.) I – Delivery Fully crated and shipped via motor freight to the firehouse/fire cache. (Forklift required). Additional charges may incur for LTL Liftgate Services. J – Price/Terms Price: Delivery: Total Due: Deposit: Balance of Delivery_ $11,750.00 (Eleven Thousand Seven Hundred Fifty dollars) $ 800.00 Includes crating and shipment $12,550.00 $ 2,925.00 25% due on order with Purchase Order as every unit is custom. $ 9,625.00 due on delivery 6-8 Weeks from receipt of Purchase Order and executed print Quote valid for 30 days. Proudly built in New Jersey in the U.S.A.! While comparing quotations, please compare apples to apples. Do the others include: ➢ A 3- stage pressure pump; ➢ Low mount pump cavity so normally flooded with water from tank (priming not required); ➢ Lightweight Reel Hose (only 19lbs per 100 ft.); ➢ F.R.C.- Field Repairable Couplings on the reel hose; ➢ A 1" Dual Range Fog Nozzle on Reel Hose; ➢ An Air Aspirating Foam Nozzle (if foam system purchased); ➢ All Stainless Steel Plumbing; ➢ All Stainless Steel Hardware; ➢ Stainless Steel Manifold tested and certified by an independent company; ➢ 100% Stainless Steel Control Console; ➢ Pressure Relief Valve; ➢ Suction Side Double Female for direct pumping/hydrant fills; ➢ Suction Hose with Foot Valve; ➢ Built with pride in New Jersey in the U.S.A. Thank you for the opportunity to provide this quotation. Ty Parker President Wildland Warehouse 5/12 Wildland Warehouse 200 Gallon Skid Unit Weight Estimate Chart Qty Item Weight (in lbs) 1 Water Tank and Skid Base (Dry) 351 with Options (if applicable) 1 Integral Foam Cell if applicable 1 Wick Water Pump 55 1 Two Hannay Hose Reels 259 1 Mercedes Textiles Boostlite Hose 400ft 76 Miscellaneous Foam System, Plumbing, Manifold, 115 Hardware, Battery or Cable, Nozzles, Etc. Approx. Skid Unit Dry Weight 856 Water Weight: 200 gals 1,640 Foam Weight: gals Fuel Weight: _1.7_ gals 14 Approx. Total Skid Unit Wet Weight 2510 City Council Agenda: 04/26/2021 4C. Consideration of adopting resolution 2021-28 rejecting all bids for the SCADA Improvements Proiect and terminating the contract with InControl Inc. for SCADA integration services and authorization to re -bid the proiect. Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 4/12/2021 ® Consent Agenda Item Reviewed by: Approved by: Utilities Superintendent, Project City Administrator Engineer, City Attorney ACTION REQUESTED Motion to adopt resolution 2021-28 rejecting all bids for the SCADA Improvements Project and terminating the contract with InControl Inc. for SCADA integration services and authorization to re -bid the project. REFERENCE AND BACKGROUND The City of Monticello's supervisory control and data acquisition (SCADA) systems provide control and monitoring of the city's water and wastewater assets. The proposed updates to the SCADA system will include the following improvements: • Replace equipment that is at end -of -life. • Replace obsolete hardware and software with new products that are early in their life cycle and have high probability of ongoing manufacturer support. • Improve monitoring of sanitary sewer lift stations to include real-time operating status and historical trending. • Update local control systems at sanitary sewer lift stations, including removal of various proprietary pump controllers, and installation of industry -standard PLCs and operator interface units. • Standardize SCADA and control design wherever possible, to improve operator familiarity. • Provide capacity for future expansion as the City's infrastructure grows. • Streamline alarm handling and use a common interface for all water and wastewater alarms. • Improve information that is available to the operators, including graphic displays of all infrastructure, trending capability, and report generation. City Council Agenda: 04/26/2021 • Improve after-hours system monitoring, including remote access to SCADA using smartphones/tablets. In January of 2021, after soliciting proposals from several integrators, the City Council authorized entering a contract with InControl Inc. to provide integration services for the SCADA improvements project. The integration contract included programming services for all existing and new programmable logic controllers (PLCs), operator interface terminals (OITs), human - machine interfaces (HMIs), communication/data equipment, and SCADA PC -computer terminals for operating a complete SCADA system. The construction project which includes wiring and the installation of the hardware components for the SCADA system included a base bid for updating the water system as well as a bid alternate for updating the wastewater treatment plant. The bids for the project were opened on March 311t and three bids were received as follows: Contractor Base Bid Alt Bid Base + Alt Automatic Systems $569,289.64 $295,683.45 $864,973.09 Erickson Electric Company $900,900.00 $645,000.00 $1,545,900 Premier Electric Corporation $935,000.00 $625,000.00 $1,560,000 The bid for Automatic Systems included a letter indicating that all provisions of the contract documents would not be met by their bid. The bid documents specified that the controls hardware was to be provided by our selected integrator, InControl Inc., to provide for efficiencies during construction and to ensure reliability of this critical infrastructure. Automatic Systems' letter indicated they would provide the controls hardware. This bid was rejected due to not meeting the project specifications. After further staff discussions and given a potential to reduce project costs, staff recommends rejecting all bids and re -bidding the project. In conjunction, staff proposes that the integrator agreement with InControl Inc. be terminated. The termination provisions of this agreement require the city to reimburse for work completed prior to termination. Staff proposes to re -bid the project and invite the top three scoring firms from the previous selection processes to provide both hardware and integration services. Allowing additional integrators to bid on the project will help ensure that the city is receiving a competitive bid on the hardware components. This will still provide the ability to have the same integrator and hardware supplier which is expected to allow for construction efficiencies with less down-time of this critical infrastructure. Having the same integrator as hardware provider will reduce staff needing to determine if the hardware or integrator is to blame for warranty repairs and will City Council Agenda: 04/26/2021 help resolve future issues in a timelier manner. Staff interviewed the top three firms from the request for proposal as they felt they had the most experience with utility systems and these firms include: • InControl Inc. • Total Control • Automatic Systems The project would be re -bid with an estimated bid opening in the end of May 2021. If reasonable bids are received and the project is awarded, construction would start in late summer 2021 and would be completed in spring 2022. I. Budget Impact: The 2021 budget includes $1,630,000 for the SCADA upgrades. The approved Capital Improvement Plan also identifies $375,000 for SCADA upgrades at the WWTP for 2022. Original Total Project Budget Item Amount Base Bid - Water System and Lift Station Upgrades $1,069,200 Alternate Bid - Wastewater Treatment Plant $926,100 Total $1,995,300 If the Council opts to proceed with either of the two bids received on March 31 and to include the alternate bid for the WWTP, the costs of the project would include: • The Design Tree Engineering for a not to exceed price of $116,420. • $25,000 supplemented to the Design Tree contract for construction inspection and administration if the alternate bid items are awarded. • The current contract with InControl for integration services is $95,951 for the base bid and $83,710 for the bid alternate. • This results in $1,683,919 remaining for the construction contract and contingency for any unforeseen changes. II. Staff Workload Impact: Staff workload for primarily utility staff is anticipated to be significant in coordinating with the integrator throughout the project. City Council Agenda: 04/26/2021 STAFF RECOMMENDED ACTION City staff recommends approval of rejecting all bids for the SCADA Improvements Project and terminating the contract with InControl Inc. for SCADA integration services. SUPPORTING DATA A. Resolution 2021-28 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-28 RESOLUTION REJECTING BIDS AND AUTHORIZING READVERTISEMENT FOR BIDS FOR THE SCADA IMPROVEMENT PROJECT WHEREAS, pursuant to a request for proposals for SCADA Integration Services, proposals were received for a base fee which included upgrades to the water system and a bid alternate that includes improvements to the wastewater treatment plant with the following prices. Automatic Systems Co. Base Fee - $191,937 Alt Fee - $153,247 1. InControl Inc. Base Fee - $95,951 Alt Fee - $83,710 2. Preferred Controls, Inc. Base Fee — $72,200 Alt Fee - $27,000 3. Total Control System, Inc. Base Fee — $105,927 Alt Fee - $85,534 4. Telemetry and Process Controls, Inc. Base Fee - $62,500 Alt Fee — $40,900 WHEREAS, InControl Inc. was selected based on qualifications and a professional services contract was authorized by City Council on February 8, 2021 and executed, and; WHEREAS, pursuant to an advertisement for bids for the SCADA Integration Services project, bids were received, opened, and tabulated according to law, and the following bids were received complying with the advertisement. The base bid included improvements to the water system and a bid alternate that includes improvements to the wastewater treatment plan. 1. Automatic Systems Company 2. Erickson Electric Company 3. Premier Electric Corporation Base Bid - $569,289.64 Bid Alternate- $295,683.45 Base Bid - $900,900.00 Bid Alternate- $645,000.00 Base Bid - $935,000.00 Bid Alternate- $625,000.00 WHEREAS, Automatic Systems Company bid included a letter indicating that all provisions of the contract documents wound not be met by their bid. WHEREAS, It is recommended to change the approach of the project to have the integration bid as part of the construction project allowing additional integrators to submit bids on the project. NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The City Council herby rejects all bids received. 2. The Contract with InControl is hereby cancelled. 3. The designated authority shall prepare and cause to be inserted in the official paper an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City's legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed as set forth in the instructions to bidders in compliance with the requirements of electronic bidding and bid security. ADOPTED BY the City Council of Monticello, Minnesota this 26th day of April, 2021. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 04/26/21 4D. Consideration of additional $83,793 in project funding for the Chelsea Commons Small Area Plan Stormwater & Grading Plan. Prepared by: Meeting Date: ® Regular Agenda Item City Engineer/Public Works Director, 04/26/2021 ❑ Consent Agenda Item Community Development Director Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve $83,793 in project funding for the Chelsea Commons Small Area Plan detailed stormwater and grading planning. PREVIOUS COUNCIL ACTION November 9, 2020: Authorization to proceed with a Small Area Plan of the Chelsea Commons Area with a not to exceed budget of $45,000. April 12, 2021: Authorization to complete a financial and traffic analysis for Chelsea Commons at an additional $18,000. REFERENCE AND BACKGROUND The idea for a re -envisioned mix of commercial, residential, and park space within a 100+ acre area necessitated a general vision to guide planning and decision-making. However, momentum is driving the need for more detailed planning. New development proposals are coming forward for the Chelsea Commons area requiring more specific technical information on how to achieve the final plan's actual development, rather than just conceptual forms. Staff is requesting additional funding to support detailed stormwater management and site grading planning for the project. This will help staff better respond to recent development interest within the project vicinity and to help ensure that the project goals can be met. This will also serve policymakers as they consider a preferred development scenario and evaluate individual development proposals. It also responds to the comments of project stakeholders seeking more detailed planning for the area. Staff requested that WSB & Associates provide a detailed stormwater and grading analysis for the preferred scenario of one large pond basin. The analysis includes evaluation of existing conditions including survey and soil borings, stormwater modeling, water quantity and quality analysis to achieve a recreation quality feature, site grading, and earthwork evaluation. The full scope of the analysis is attached for reference. City Council Agenda: 04/26/21 Ideally, this level of technical information would be completed following the final selection of the preferred small area plan concept. However, given the development interest in the planning area and the nature of the evolving concept, staff recommends initiating the work to ensure the City can efficiently and effectively respond to development proposals. There is a risk to the analysis work product if the preferred concept changes drastically; however, staff will work with WSB to amend the phasing of the scope as needed. Budget Impact: The planning required for this project was not included in the engineering and community development budgets. This additional effort will likely result in overages in the engineering and community development professional services budget that will need to be funded from General Fund reserves. With this additional study a total of $146,793 will be committed to the preliminary analysis of this project. II. Staff Workload Impact: City engineering and community development staff will be involved in managing and evaluating the consultants' work and providing needed data. Staff time is anticipated at 20-30 hours for this additional planning effort. III. Comprehensive Plan Impact: The completion of the Chelsea Commons Small Area Plan is consistent with the Monticello 2040 Vision + Plan as identified in the Commercial/Residential Flex District planning. Chelsea Commons is also specifically identified as a future Community Park in the Parks chapter of the Plan. Further, the Council has identified the completion of the Chelsea Commons Small Area Plan a strategic priority. STAFF RECOMMENDED ACTION City staff recommends approval of the additional project funding totaling $83,793. The original Small Area Plan project scope presented a more conceptual project execution. However, due to development pressure additional analysis is required for this project. SUPPORTING DATA 0 WSB Grading and Stormwater Proposal Original Project Scope 75 0 U Z W m U) Z U) J 0 a a W Z Z 2 0 0 W F - Z) U) T W D Z W a Z W X 0 wsb April 21, 2021 Mr. Matt Leonard, PE City Engineer/Public Works Director City of Monticello 505 Walnut Street Monticello, MN 55362 Re: Proposal to Provide Professional Engineering Services Chelsea Commons Area Improvements Stormwater Management Evaluation & Preliminary Grading Design City of Monticello, MN Dear Mr. Leonard: On behalf of WSB, we are pleased to submit this proposal to provide professional engineering services to the City of Monticello for the Chelsea Commons Area Improvements. Specifically, our services will include an analysis of existing and proposed stormwater management systems to determine a feasible level for the future lake amenity and a preliminary design for grading of the adjacent undeveloped parcels. This scope of work will be completed in conjunction with the Chelsea Commons Small Area Plan currently in progress. PROJECT UNDERSTANDING The City of Monticello is considering the implementation of a mixed-use development concept proposed for the Chelsea Commons Area located south of Chelsea Road, north of School Boulevard between Cedar Street and Edmonson Avenue. The area is guided or zoned for commercial uses to mid to high density residential. The Chelsea Commons area is viewed as an ideal opportunity to create a centrally located complete neighborhood which blends commercial, residential, public spaces, and public amenities. The intent of this scope of work is to assist the City of Monticello in turning their vision of the Chelsea Commons Area Improvements into reality. As a part of the planning process, a more detailed engineering study will be required to determine how the future "lake" amenity can function with the surrounding development. The result of this work will provide the background information and data needed to advise the adjacent site development, Chelsea Commons Area Improvements public amenity project development, and cost estimates for the prosed infrastructure and stormwater management improvements. The engineering analysis will be a critical component of the City's current small area plan being currently being developed. PROJECT APPROACH/SCOPE OF SERVICES Based on the information provided by the City and WSB's understanding of the ongoing small area planning effort for the Chelsea Commons Area, the proposed scope of the preliminary engineering services detailed in this proposal will include the following phases and tasks to complement these efforts. GA.Clients All\Monticello\Proposals\2021 Chelsea Commons Project\Prelim Grading & Drainage Plan\_2021-04-21 Monticello Chelsea Commons - Proposal for Prelim Grading & Drainage - Final Draft.docx Chelsea Commons Area Improvements — Proposal for Stormwater Management Evaluation & Preliminary Grading Design April 21, 2021 Page 2 Project management is a key component included in each phase and task as proposed. Within each task and deliverable, project coordination and communication with the City, residents, and the project team will be critical for success. Active project management and utilization of project controls will allow for open lines of communication and routine updates on project issues, as well as keeping the project on schedule and within budget. All proposed meetings with City Staff are intended to be conducted in a virtual format; attendance at City Council/Commission meetings have not been included with this scope of work. Phase 1 — Field Work & Backaround Information Task 1: Topographic Field Survey & Prepare AutoCAD Basemap A topographic survey will be completed for the project area to identify existing critical finished floor elevations, verify storm sewer inverts/outlet conditions, survey existing Dundas Road top of curb surrounding the development area, ground shots within undeveloped parcels, and other information critical to the storm sewer and grading analysis proposed with this scope of work. To limit the scope of this survey, WSB will not capture property corners/lines (if readily available), public/private utility locations, or other non-essential information. The overall task will include obtaining record plan information from the City (or on file at WSB) on the location and potential conflicts with major transmission utilities. WSB will coordinate one Gopher State One Call ticket to obtain maps of private utilities. The approximate boundary of the survey area will be to the adjacent top of curb of Cedar Street to the west, Chelsea Road to the north, Edmonson Avenue to the east, and School Boulevard to the south. The scope of surveying services does not include a boundary survey, the preparation of any legal descriptions, or field staking of easements or any proposed improvements. Using the field data collected, we will create a final AutoCAD base -map for purposes of the preliminary design described in this proposal. The information will not constitute an official boundary survey but will provide a high-quality survey grade right-of-way/parcel map using available plat maps and existing field survey shots. The cost of document fees for official plats or easements has not been included with this proposal. Task 2: Soil Borings & Geotechnical Analysis Based upon our experience with similar projects, the objectives of our geotechnical services are to perform subsurface borings, classify and analyze the soil samples, document groundwater levels, and prepare recommendations for the use of the excavated materials within proposed public spaces or future development parcels. Based on a review of the provided information, it appears that the site can be accessed with our CME -55 all -terrain track mounted auger drill. We understand that we will have permission to enter private property and that all gates will be open and obstructions out of the way, if applicable. It should be noted that damage to landscaping is a normal part of our field services. WSB will not provide site restoration beyond backfilling our bore holes per Minnesota Department of Health guidelines. Prior to sending a drill rig to the site WSB will contact Gopher State One Call (GSOC) and have them request public underground utility owners mark and clear our proposed bore hole locations of their utilities. If there are private underground utilities that are not located by GSOC, you must notify WSB prior to completing the field work. We propose to complete 4 standard penetration test (SPT) borings to depths of 14'/2 feet below grade. In the standard penetration test borings, we will sample and record blow counts at 2'/2 foot intervals to the bore -holes termination depth. GA.Clients All\Monticello\Proposals\2021 Chelsea Commons Project\Prelim Grading & Drainage Plan\_2021-04-21 Monticello Chelsea Commons - Proposal for Prelim Grading & Drainage - Final Draft.docx Chelsea Commons Area Improvements — Proposal for Stormwater Management Evaluation & Preliminary Grading Design April 21, 2021 Page 3 In Minnesota, a boring that is deeper than 15 feet and sealed within 72 hours is considered a temporary boring / environmental well and requires Well Sealing Records be submitted to the Minnesota Department of Health. If the temporary boring / environmental well is extended to depths of more than 25 feet, a Construction Notification form and Fee are required. If necessary, WSB will fill out the MDH notification and sealing record forms and sign on behalf of the owner unless directed otherwise. Task 3: Gather Background Information This task includes gathering existing information within the Chelsea Commons area to allow for modifications to be made to the existing and earlier conditions model and associated analyses. This effort will allow for updated information on flood elevations, discharge rates and runoff volumes to be provided for the updated design that consists of a single connected pond to be in-place, with the same elevation throughout the pond area, as opposed to the previous design that anticipated two ponds with different normal water elevations. Review the existing conditions information including the Topographic Survey prepared by WSB, additional soil borings performed by WSB, historical geotechnical reports, available plans/maps/GIS shapefiles/aerial photos, and surrounding roadway/utility infrastructure record drawings as needed to gain an understanding of the site and influences on its development. Task 4: First Meeting with City Staff As part of this task, a meeting would be held with City Staff for the purpose of fully understanding the City's objectives related to this updated design and discuss anticipated improvements that may need to be incorporated into the project to meet the updated design objectives. WSB recommends an initial meeting with City staff to review the General Development Plan prepared by NAC and to gather information on planned projects or surrounding development that could affect the project area. Clear project goals will be defined at the first meeting. Phase 2 — Stormwater Management Analysis & Preliminary Design WSB's Water Resources team will utilize their expertise to provide the City with a detailed stormwater management analysis and preliminary design for the Chelsea Commons Area Improvements. The following tasks will be completed to accomplish this work. Task 1: Revise Future Conditions Stormwater Model This task will include revising the proposed future conditions hydrologic / hydraulic model to reflect the concept design of a single lake concept that has a common water level across the entire surface area. It is understood that it is the desire of the City Council to have a single water level surface for the entire lake amenity by eliminating Dundas Road and have a more cohesive and connected amenity. The Hydrologic and Hydraulic (H/H) models previously completed by WSB included two basins within this area on the north and south sides of Dundas Road. The northern basin had a NWL of 955 and the southern basin had NWL of 952. The southern basin's lower NWL was a result of invert elevations of existing storm sewer on School Boulevard. Further H/H analysis is required to understand how the single water surface may affect adjacent parcels, existing structures, and existing storm sewer. The first part of this Task will be to perform a hydraulic analysis to understand if the storm sewer in School Boulevard can be rerouted, or if the hydraulic grade line would allow for it to remain in place and discharge to the new basin. GA.Clients All\Monticello\Proposals\2021 Chelsea Commons Project\Prelim Grading & Drainage Plan\_2021-04-21 Monticello Chelsea Commons - Proposal for Prelim Grading & Drainage - Final Draft.docx Chelsea Commons Area Improvements — Proposal for Stormwater Management Evaluation & Preliminary Grading Design April 21, 2021 Page 4 The second part of this Task will be to update the proposed condition hydrologic model to reflect a development scenario that has a single connected lake amenity, instead of two separate basins with differing water levels. This updated model will allow for the prediction of runoff volumes, discharge rates, stormwater storage volumes, and flood elevations for the area under proposed conditions based on the proposed land uses provided in the preferred concept generated by NAC. As part of this task, maps and tables outlining the results of the analyses will be reviewed with City Staff. Based on input received from this review, further follow up/feasibility analyses may be requested, and performed for selected improvements; This work may be outside the scope of this study. Task 2: Complete Water Quantity Budget for Proposed Lake Amenity This task will involve an evaluation of the overall water quantity for the proposed basin. The water budget will summarize the estimated annual water inputs and outputs to the system. Runoff from the sub -watershed area will be estimated, along with outflows from the system, including evaporation. It is anticipated that a supplemental well may be required maintain the NWL of the basin. An annual amount of supplemental water from a well will be estimated during this exercise. Task 3: Complete Water Quality Modeling Analysis As part of this task, we will complete water quality modeling and analyses needed to predict existing and anticipated future water quality for the central pond on the site using BMP's commonly used as part of development activity as well as BMP's that have enhanced capabilities to remove pollutants from stormwater runoff, and further improve the quality of water for the Chelsea Commons Area lake currently being proposed. A few options include standard infiltration practices constructed with the developments, alum dosing, and active filtration. This analysis will focus on improvements that would likely be needed to provide assurances the pond would have "recreational" water quality, suitable for more active public use, rather than that typical for stormwater treatment ponds. Based on this analysis, and direction from City Staff, we will include in the memorandum (Phase 4) an outline for options on improvements capable of meeting water quality objectives for the site along with a cost estimate. We will present concept level options and costs for the water quality BMPs. Final design is not included in this scope. Task 4: Update Stormwater Management Criteria for Adjacent Development This task will utilize the information collected in the above tasks to summarize draft storm water management criteria for the adjacent development areas. The criteria will define flood elevations, allowable low building floor elevations for development in the area, requirements for management of stormwater as part of site development related to rate control and pre-treatment, and the extent to which regional municipal drainage improvements should be constructed in the area to further manage flood elevations, maintain normal water levels of the future lake for recreation considerations, or improve water quality of the amenity. Task 5: Second Meeting with City Staff As part of this task, a meeting would be held with City Staff for the purpose of fully understanding the City's objectives related to this updated design and discuss anticipated improvements that may need to be incorporated into the project to meet the updated design objectives. GA.Clients All\Monticello\Proposals\2021 Chelsea Commons Project\Prelim Grading & Drainage Plan\_2021-04-21 Monticello Chelsea Commons - Proposal for Prelim Grading & Drainage - Final Draft.docx Chelsea Commons Area Improvements — Proposal for Stormwater Management Evaluation & Preliminary Grading Design April 21, 2021 Page 5 This information will be reviewed with stakeholders, and following receipt of their input, appropriate additions and modifications of the document will be completed and submitted to the City as part of the final document. The second meeting with the City staff will be to review progress on the Storm Water Management Analysis and Development Grading Concept Plan. Site constraints will be identified, grading and storm water design alternatives will be discussed by comparing the pros and cons of the alternates. Phase 3 — Adjacent Development Site Grading & Earthwork Evaluation WSB's in-house land -development design team will create a viable grading concept plan for the adjacent development areas. The grading concept plan will represent land uses that align with the City's preferred General Development Plan concept prepared by NAC, as accepted by City Council, as well as accommodate the adjacent site environmental constraints. The final grading concept plan can be utilized by the City to share with potential developers as guidance for the desired development parameters for the overall property developments. Based on our understanding, we propose the following tasks to develop the site grading concepts. Some of these phases/tasks will be conducted concurrently with the stormwater management analysis or as a part of the engineering iterative process. Task 1: Adjacent Development Site Grading Plan This task will include the creation of an AutoCAD drawn proposed overall site grading plan based on the final preferred Chelsea Commons Area concept prepared by NAC and approved by City Council and in include the following: 1. WSB's team will evaluate unique site constraints as analyzed with the WSB team including the various geologic, natural resources, environmental, and transportation constraints (e.g. wetlands, floodways, storm water management areas, habitat preservation area, preferred access locations to the existing roadway system, etc.). 2. Prepare an initial Development Grading Concept based on input from City Staff and the evaluation of the information gathered above. The initial Development Grading Concept will include: a. The site's storm water management requirements. b. Desired amenity spaces (i.e. lake, buffers, berms, pedestrian paths, etc.). c. Mass grading contours. d. Minimum Lowest Floor Elevation (LFE) allowed at proposed building pads. e. Designate Emergency Overflow (EOF) path for the property. 3. Finalize the adjacent development grading concept plan based on additional discussions with City Staff for the City's use for distribution to potential developers. Final detailed civil engineering design (including grading, paving, watermain, sanitary sewer, storm sewer, and erosion control) is not included in this scope. Task 2: Earthwork Evaluation This task will include an evaluation of the earthwork generated from the excavation of the lake amenity and determine the best use for the material including the proposed public opens spaces and/or adjacent development parcels. The geotechnical analysis of the underlying material will provide critical insight into how and where the material can be used. Task 3: Third Meeting with City Staff WSB will meet with the City of Monticello staff to obtain input needed for the adjacent development areas final grading concept plan and how this fits with the stormwater management evaluation and modelling update prepared with previous phases. WSB's team will make any final GA.Clients All\Monticello\Proposals\2021 Chelsea Commons Project\Prelim Grading & Drainage Plan\_2021-04-21 Monticello Chelsea Commons - Proposal for Prelim Grading & Drainage - Final Draft.docx Chelsea Commons Area Improvements — Proposal for Stormwater Management Evaluation & Preliminary Grading Design April 21, 2021 Page 6 refinements needed on the grading plan and ultimately provide a final version that can be distributed to potential developers. Phase 4 — Public Project Development Strategy & Memorandum The final phase of this project will provide the City with a final written memorandum detailing the tasks completed with this scope of work and the development of a strategy and framework for a future public improvement project. Task 1: Prepare Memorandum WSB will prepare a memorandum that incorporates a written summary of the findings determined with completion of the tasks in this proposal, cost estimates of the proposed infrastructure improvements detailed in this proposal, and various figures developed with the following tasks. • Future Conditions Stormwater Model Revision • Water Quantity Budget for Proposed Lake Amenity • Water Quality Modeling Analysis • Stormwater Management Criteria for Adjacent Development • Adjacent Development Site Grading Plan • Earthwork Evaluation WSB is currently working with NAC on the ongoing small area planning effort. We understand that high-level cost estimating for the public park improvements and other specific public space amenities will be completed with that scope of work. Task 2: Future Public Improvement Project Planning This task will focus on the development of a strategy to implement the proposed improvements identified with the scope of work proposed in this scope of work. The development of a future implementation project will include considerations for project costs, timeframe to implement the improvements, how to incorporation the public improvements with the adjacent private development improvements, scalability of the improvements, and project phasing. Task 3: Fourth (Final) Meeting with City Staff WSB will meet with the City Staff to review the final draft of the memorandum and public improvement project strategy. WSB will prepare a final draft based on input provided and incorporate all of the final figures and exhibits in pdf format. ANTICIPATED PROJECT SCHEDULE Below is a general project schedule with major milestones. Specific days and times of meetings will be determined upon authorization and discussion with City Staff. Consultant Authorization.......................................................................................................April 26, 2021 BeginField Work....................................................................................................................... May, 2021 Gather Background Information........................................................................................Early May, 2021 Begin Stormwater Management Analysis......................................................................... Early May, 2021 First Meeting with Project Team (City Staff & WSB)........................................................... Mid May, 2021 Begin Adjacent Development Site Grading Plan................................................................. Mid May, 2021 Complete Stormwater Management Analysis........................................................................... June, 2021 Second Meeting with Project Team (City Staff & WSB)............................................................ June, 2021 Complete Development Grading Plan & Earthwork Evaluation ................................................ June, 2021 Prepare Draft of Memorandum and Public Improvement Project Strategy ................................ July, 2021 Third Meeting with Project Team (City Staff & WSB)................................................................. July, 2021 Final Draft of Memorandum and Public Improvement Project Strategy ..................................... July, 2021 Fourth (Final) Meeting with City Staff......................................................................................... July, 2021 GA.Clients All\Monticello\Proposals\2021 Chelsea Commons Project\Prelim Grading & Drainage Plank 2021-04-21 Monticello Chelsea Commons - Proposal for Prelim Grading & Drainage - Final Draft.docx Chelsea Commons Area Improvements — Proposal for Stormwater Management Evaluation & Preliminary Grading Design April 21, 2021 Page 7 PROPOSEDFEE Based on the proposed task hour budget, WSB will complete the scope of work on hourly basis for a not -to -exceed cost as follows. Phase 1 — Field Work & Background Information $ 18,808 Phase 2 — Stormwater Analysis & Preliminary Design $ 27,148 Phase 3 — Adjacent Site Grading & Earthwork Evaluation $ 28,124 Phase 4 — Public Project Development Strategy & Memorandum $ 9,713 Grand Total $ 83,793 A copy of the project task hour budget is attached for your reference. This represents our complete understanding and scope of the project. We are available to begin work immediately upon authorization as indicated in the proposed project schedule. WSB appreciates the opportunity to provide the City of Monticello with this proposal. Our team is very excited to be a part of the Chelsea Commons Area Improvement project. As always, we are looking forward to working with you and your staff toward the completion of the project. Please feel free to contact us with any questions or comments that you have. Sincerely, WSB Jim Stremel, PE Client Representative & Senior Project Manager Attachments: Detailed Estimate of Hours (1 pg.) Project Area Map (1 pg.) GA.Clients All\Monticello\Proposals\2021 Chelsea Commons Project\Prelim Grading & Drainage Plan\_2021-04-21 Monticello Chelsea Commons - Proposal for Prelim Grading & Drainage - Final Draft.docx Estimate of Engineering Fees VV City of Monticello Professional Engineering Services for Preliminary Grading &Drainage Design Chelsea Commons Area Improvement Project Phase Task Description Senior Protect Manager Jim Stremel MunicipalAdmin Protect EngineerTotal Lydia Ener Technical Lead David Neill Water Res. Project Manager Pete Wi/lenbring Water Res. Protect Geotechnical Engineer Engineer/PM Laura Klvisto Mark OsbornTwo-Person Soil Boring Crew Survey Coordinator Pete Helder Survey Crew Two -Person Hours Cost LD Project Landscape Graduate Assistant Manager Architect Engineer Sue Buckley Janele Taveggia Jared Lee Taylor Rumph 1 Field Work & Background Information 0 Project Management & Controls 4 1 5 $ 860 1 Topographic Survey & Base Mapping 1 1 10 2 5 25 44 $ 7,530 2 Soil Borings & Geotechnical Analysis 1 18 10 29 $ 4,908 3 Gather Background Information/Ex Conditions Rev 2 6 8 2 12 30 $ 3,874 4 Meeting with City Staff (1), WSB Team Mtg (1) 2 1 2 2 2 2 11 $ 1,636 Task 1 Total Estimated Hours and Fee 10 1 10 20 4 16 18 10 5 25 119 $ 18,808 2 Stormwater Management Analysis 0 Project Management & Controls 4 2 6 $ 1,090 1 Revise Future Conditions Stormwater Model 1 10 60 71 $ 8,204 2 Complete Water Quantity Budget 1 8 20 29 $ 3,770 3 Complete Water Quality Modeling Analysis 1 8 30 39 $ 4,780 4 Update Stormwater Management Criteria 2 12 48 62 $ 7,560 5 Meeting with City Staff (1), WSB Team Mtg (1) 3 2 3 3 11 $ 1,744 Task 2 Total Estimated Hours and Fee 3 Adjacent Development Site Grading & Earthwork 0 Project Management & Controls 12 4 2 12 2 43 161 218 18 $ $ 27,148 2,960 1 Adjacent Development Site Grading Plan 2 10 28 80 5 125 $ 15,476 2 Earthwork Evaluation/Balanoe 1 1 2 40 4 48 $ 5,904 3 Meeting with City Staff (1), WSB Team Mtg (1) 3 1 6 12 1 2 2 27 $ 3,784 Task 3 Total Estimated Hours and Fee 10 2 30 28 132 12 2 2 218 $ 28,124 4 Public Project Development Strategy & Memorandum 1 Preparation of Memorandum/Estimates 8 16 6 2 4 2 8 46 $ 6,040 2 Future Public Improvement Project Planning/Strategy 4 2 2 2 10 $ 1,678 3 Fourth (Final) Meeting with City Staff 3 3 3 3 12 $ 1,995 Task 4 Total Estimated Hours and Fee 15 21 6 7 4 7 8 68 $ 9,713 Total Estimated Hours 47 24 6 49 28 156 12 56 187 18 10 5 25 623 Average Hourly Billing Rate $ 174 $ 130 $ 95 $ 164 $ 121 $ 117 $ 148 $ 197 $ 101 $ 138 $ 225 $ 164 $ 200 Subtotal Base Fee by Labor Classification $ 8,178 $ 3,120 $ 570 $ 8,036 $ 3,388 $ 18,252 $ 1,776 $ 11,032 $ 18,887 $ 2,484 $ 2,250 1 $ 820 $ 5,000 $ 83,793 TOTAL ENGINEERING SERVICES FEE $ 83,793 Lake Chelsea Road Vistas Scenic Open Informal y. Z� Public A) Park Future co Area .'Lake" Area Q) C) Chelsea Commons Area Improvements Project Area Map (D > < 0 0 E _0 w Future Lake" r-7 Area INO qw— j HA, Aij hi,f the ...... ry, ahi,b prone, b')—d p—t;—, tb.1 h--- —f—p.0 rhr -11ny —y h— sce—d nt Ifi, i he w -h, it 1,.d h— —1 1h. P111Ted of PM;q by rhe ""d, H --Cleveland b- V Chelsea Commons Small Area Plan Scope Outline DRAFT TIMELINE: Completion by end of June, 2021 CONSULTING: Planning consultant as lead firm, engineering and financial consultants supporting for cohesive plan DELIVERABLES: Compiled plan report in .pdf and original file format, maps and sketch plans in .pdf, AutoCAD and GIS formats as applicable ENGAGEMENT: Consultation with staff, engineering and financial consultants, city boards, and stakeholders (primarily property owners and adjacent property owners), comparable site tours A. Goals & Outcomes a. Relationship to Monticello 2040 Vision + Plan b. Includes initial stakeholder session B. Existing Conditions a. Guidance and zoning b. Gross/net land areas c. Road network and condition d. Utilities and condition e. Stormwater management f. Environmental/physical site constraints g. Existing uses - Deep have n/ALDI/Self-Storage/Agricultural h. City land C. Land Use a. Relationship to Monticello 2040 Vision + Plan b. Uses i. Desired Uses ii. Floor Area Ratio (FAR) for Commercial iii. Density for Residential c. Design i. Architecture and Design ii. Joint Parking/Access iii. Identity Elements — signage, lighting, landscaping/green space, art D. Park & Common Space a. Relationship to Monticello 2040 Vision + Plan b. Concept Development (3 concepts required for full and individual components) i. Plaza ii. Pond iii. Pathway system iv. Park and Open/Community Spaces v. Art Integration vi. Signage (monument or wayfinding) vii. "Vignette" of small character spaces - public and private E. Infrastructure a. Relationship to Monticello 2040 Vision + Plan, Goals b. Finalize stormwater management report c. Design i. Cross sections for adjacent roads ii. Cross sections for internal roads 1. Design for public use — Dundas Road iii. Pond connection design — upper and lower iv. Pond construction design — public access and views v. Roundabouts - use existing city template examples F. Implementation & Financial Tools a. Timing/Phasing i. Pond and pathways ii. Improvements based on condition of infrastructure 1. Roads 2. Utilities iii. Park/open space areas iv. Other triggers/future analysis b. Developer -Related Financial Analysis i. Trunk area charges ii. Park dedication iii. Balance of land requirements between properties within site iv. Analysis c. City -Related Financial Analysis i. Before/After Tax base analysis 1. Short and long-term projections ii. Financial tools and use 1. EDA assistance 2. Incentives for development and marketing iii. Principles for Zoning 1. Flexibility and openness in development with an exceptional product 2. Zoning (PUD) G. Next Steps/Recommendations a. Includes ongoing communication with stakeholders (current and adjacent property owners and businesses) b. Public hearing process c. Public improvement process CITY OF � Monticello Council Connection April 26, 2021 S� CITY OF MontiAo ADMINISTRATION A schedule of next steps for Framework 2030 has been set. This schedule lists the responsibilities of the CMRP. The next workshop is scheduled for May 27. April 22 workshop: Framework 2030 1. Engagement Round 2 Report: Brief presentation summarizing major findings and conclusions from Round 2 community and elected/appointed feedback on draft regional vision and key strategies 2. Proposed revisions to regional vision and key strategies o Brief presentation of the re -built/ re-organized/edited regional vision and key strategies based on Round 2 feedback engagement o Breakout group discussions o CMRP decision on final vision and key strategies 3. High-level outline of Framework 2030 Plan: Brief preview presentation and CM RP Q&A/feedback o Existing conditions: Factbook results (people, prosperity, place, market, economic performance, land use and growth) o Final regional vision and key strategies o Actions: Projects, policies, and programs that will advance the key strategies and vision o Implementation activities: Responsibilities, timelines, funding/financing, and similar to advance the actions May 27 workshop: Framework 2030 Plan 4. Draft actions and engagement/decision-making process o Presentation of draft actions -- projects, policies, and programs that will advance the key strategies and vision and engagement/decision-making process options to vet and prioritize the actions o Breakout group discussions o CMRP guidance, direction on draft actions and engagement/decision-making process to vet and prioritize the actions 5. Framework 2030 Plan detailed outline o Brief presentation o CMRP discussion, guidance, direction on Plan outline 6. Local updates/understanding: Based on workshop results, Partners will be provided with a presentation and optional resolution of understanding to share with their home elected bodies < n : implement any action planning engagement directed by the Partnership June 23 workshop: Framework 2030 Plan 7. Action plan engagement results (as relevant) o Brief presentation of Results from any action planning engagement, and proposed refinements o CMRP discussion, decisions 8. Implementation activities and communications approach o Brief presentation on proposed implementation activities to advance the actions: Responsibilities, timelines, funding/financing, etc. o Brief presentation on approach to communications tools to share Framework 2030 o CMRP feedback on implementation activities and approach to communications tools July (details to be determined) 9. Final Framework 2030 Plan including communications package o Presentation o Q&A o CMRP acceptance of final Framework 2030 Plan 10. Local updates/understanding: Partners will be provided with content and communications to share with their home elected bodies CITY OF Montfcdo Community Development Planning Commission Workplan The Planning Commission has adopted their workplan for 2021, attached. The purpose of the workplan is to connect the work of the Commission to the overall goals of the city and community. For the Planning Commission, the workplan outlines proactive work the body may complete in addition to its role in responding to land use applications. The workplan is then organized into the four main areas of Planning Commission's work influence or spheres of authority and is based in large part on the Monticello 2040 Vision + Plan. Specifically relating to the zoning ordinance, the Commission has prioritized the Monticello 2040 Plan's Implementation Chapter (Chapter 9) zoning -related strategies. These will be focus areas as the city recodifies the zoning code in 2021-2022 from its current platform to the American Legal platform used by the balance of the city code. Monticello 2040 Plan zoning strategies which were not prioritized for 2021 will be incorporated into future workplan discussions for implementation. Development News Active development is occurring throughout Monticello. A snapshot: • Groundbreaking of the 59,000+ square foot expansion at UMC. • Groundbreaking on the 10 acre Nuss Truck & Equipment site. • Grading and utility work at Featherstone 5th Addition. • Grading and site prep at Edmonson Ridge. • Continued home construction within Featherstone 3rd and 4th Additions, Autumn Ridge Villas and Haven Ridge 1St Addition, Spirit Hills, Carlisle Village and Sunset Ponds. Permit activity is up year-to-year for 2021 over 2020, as well. • Completion of the first building at Deephaven. • In addition, permits have been submitted for the long -planned site improvements at CampingWorld, improvements associated with LazyDays RV, and the ALDI expansion. Chelsea Commons At the time of this report, staff was preparing for two upcoming events involving the City Council. • April 28, 3:00-8:00 PM: Site tour of Maple Grove Central Park, Centennial Lakes in Edina and The Lakes in Blaine. May 4, 4:00-6:00 PM: Joint Council, Planning Commission and PARC workshop on the preferred concept design CITY JoF Monticello Planning Commission . \ 2021-2025 Workplan Monticello FINAL The Monticello Planning Commission is established to advise the Mayor, Council and Community Development Department in matters concerning planning and land use matters; to review and make recommendations regarding the Monticello 2040 Vision + Plan, subdivision and zoning ordinances and other planning rules and regulations; to establish planning rules and regulations; and to conduct public hearings. Purpose Statement: The Planning Commission will support efforts to implement the Monticello 2040 Vision + Plan. The Planning Commission will work collaboratively with the City Council, other City boards and commissions, and community stakeholders in its work to achieve the Plan and the strategic goals of the city. Organizational & Training Activities: • Attend in-house Land Use Basics training. • Complete the Basics of Land Use and My Roles as a Planning Commissioner through Fusion Learning Partnership. • Understand land use application types and process. • Continue to support regional planning as identified by the Monticello 2040 Vision + Plan. o Implementation Chapter, Land Use, Growth & Orderly Annexation ■ Strategy 1.10.1- Consider the outcomes of regional planning initiatives and participate in processes resulting from the efforts of the Central Mississippi River Regional Planning Partnership. • Initiate and/or facilitate organizational projects in support of the Monticello 2040 Vision + Plan. o Implementation Chapter, Land Use, Growth & Orderly Annexation ■ Strategy 1.1.1 - Facilitate biannual meetings to serve as a "Development Forum" with interested property owners, realtors, builders and developers to discuss long-term planning, real estate market conditions, ■ Strategy 1.1.2 - Develop and publish a 'Development Opportunity Map' for use by the public, property owners and development community that identifies vacant and potential development opportunity sites, as well as pending and approved projects with the City and MOAA. Comprehensive Plan Activities: • Support the implementation of the Monticello 2040 Vision + Plan through implementation of the Goals, Policies and Strategies identified within the Plan. 11 Page • Support the priority projects set by the City Council, including the small area planning for Chelsea Commons area and reinvestment in Block 52 in Downtown Monticello. Zoning Ordinance/Map Activities: Complete the recodification of the Monticello Zoning Ordinance, including consideration of amendments as recommended in the Goals, Policies and Strategies of the Implementation Chapter of the Monticello 2040 Comprehensive Plan. o Review and revise the zoning ordinance consistent with the 2021-2022 Zoning Ordinance Strategy priorities set by the Planning Commission per Attachment A. • Consider amendments to the Monticello Official Zoning Map in support of the Monticello 2040 Vision + Plan guided land use, including, but not limited to the following. o Implementation Chapter, Land Use, Growth & Orderly Annexation ■ Strategy 2.7.1 - Amend the Zoning Map to be consistent with the Future Land Use Map and identify areas where mixed -density residential uses are appropriate. Subdivision Ordinance Activities: • Complete a review and amendment of the Monticello Subdivision Ordinance, including consideration of amendments as recommended in the Goals, Policies and Strategies of the Implementation Chapter of the Monticello Comprehensive Plan as follows. o Implementation Chapter, Land Use, Growth & Orderly Annexation ■ Strategy 2.5.1 - Implement measures to slow down or "calm" traffic on local streets by using design techniques and measures to improve traffic safety, provide eyes on the street, and enhance the quality of life in Monticello's neighborhoods. Strategy 3.8.2 - Require pedestrian and bike connections in new commercial development. Strategy 6.5.1 - Conduct regular review of parkland allocation and ensure sufficient amount of land is designated for parks and recreation activities in the City as the population increases. Research & City Department Update Topics As resources and time allow, the Planning Commission will consider research and information related to the following topic areas. Topic Monticello Orderly Annexation Area Status of municipal infrastructure Tree preservation — Zoning ordinance section 4.2 21 Page S� CITY OF Monticello lam- DMV Summary Summary through March 2021 In March 2021, the DMV generated $125,329 in revenue which is $52,797 more than March 2020. The DMV was closed for one week at the end of March 2020 due to the State shut down in response to the COVID-19 pandemic, which contributed to the increase in revenue. The DMV processed 10,853 transactions in March 2021 compared to 11,899 in March 2020. However, due to the State's transition to the MNDrive system in November 2020, transactions are counted differently and a comparison to the same month last year is not accurately reflective of the DMV's workload. The DMV continues to have high demand with lines forming out the door. Customers continue to appreciate that appointments are not necessary. Staff is doing what they can to get through lines as quickly as possible and continues to brainstorm ways to improve service to our customers. Please see the following graphs for more detail on the DMV's operations. $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 DMV Revenue Comparison Mar 2011 Mar 2012 Mar 2013 Mar 2014 Mar 2015 Mar 2016 Mar 2017 Mar 2018 Mar 2019 Mar 2020 Mar 2021 DMV Transaction Comparison 14,000 $308,847 12,394 11,899 12,000 10,853 10,000 8,224 8,151 8,449 8,000 6,882 $150,000 6,587 6,097 5,529 6,000 $50,000 4,000 2,000 0 Mar 2011 Mar 2012 Mar 2013 Mar 2014 Mar 2015 Mar 2016 Mar 2017 Mar 2018 Mar 2019 Mar 2020 Mar 2021 Mar 2011 Mar 2012 Mar 2013 Mar 2014 Mar 2015 Mar 2016 Mar 2017 Mar 2018 Mar 2019 Mar 2020 Mar 2021 DMV YTD Revenue Comparison $350,000 $308,847 $300,000 $250,000 188 535 5202,128 $200,000 $170,653 $150,000 $148,551 $144,068 $116,811 $100,000 $50,000 Mar 2011 Mar 2012 Mar 2013 Mar 2014 Mar 2015 Mar 2016 Mar 2017 Mar 2018 Mar 2019 Mar 2020 Mar 2021 CITY OF Montfcdo COMMUNITY DEVELOPMENT DEPARTMENT — ECONOMIC DEVELOPMENT March 19, 2021 to April 22, 2021 March 19, 2021 — Mtg. via Zoom call with MN -DEED regarding large industrial prospect site search March 29, 2021 — Phone Conference with Developer regarding Block 52 status March 29, 2021 — Attended Rotary Club Mtg. March 31, 2021 — Mtg. with Development Prospect April 1, 2021 —Attended MN -DEED COVID-19 Business Mtg. via Microsoft Teams April 5, 2021 — Mtg. with Developer regarding Block 52 goals and process April 7, 2021 —Attended Monthly Managers Mtg. April 7, 2021 — Mtg. and site tour with Site Selection Consultants — Large Warehouse Distribution Center April 9, 2021 — Mtg. with developer April 12, 2021 — Attended Rotary Club Mtg. April 14, 2021 — Mtg. with Developer April 15, 2021 — Attended MN -DEED COVID-19 Business Mtg. via Microsoft Teams April 15, 2021 — Attended Wright County Workforce Pathways Mtg. via Zoom April 15, 2021 —Attended UMC Groundbreaking Event April 16, 2021 — Mtg. with Business Prospect via Zoom regarding financial assistance April 16, 2021 — Mtg. with Developer regarding multi -family housing demand -needs, potential sites and driving tour Council Connection - 04/22/21 April 16, 2021 — Mtg. with Krause -Anderson discussing marketing drone video footage of shovel ready sites in Otter Creek Business Park April 19, 2021 — Attended Northland Phone Conference Mtg. April 19, 2021 — Mtg. with Developer regarding Block 52 goals and process April 20, 2021 — Mtg. via Multi -Family Housing Developer regarding concept and potential financial assistance April 20, 2021 — Mtg. with Developer regarding office -service center facility concept and potential sites April 20, 2021 - Attended ISD #882 CET Advisory Committee Mtg. via Zoom The 2021 Annual Workplans adopted by the IEDC (Industrial Economic Development Committee) and the EDA (Economic Development Authority) are attached. These Workplans are typically discussed in a workshop setting or in a regular meeting and then prepared in Draft format and reviewed by both bodies and then considered for adoption during a regular meeting early in the year. That process was utilized as well in 2021. Both of the workplans contain more goals than can realistically be achieved in a 12 month cycle, so uncompleted goals usually carry over into a following 12 month period. CITY OF Monticello MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY 2021 ANNUAL ECONOMIC DEVELOPMENT WORK PLAN EDA Purpose: The EDA is charged with coordinating and administering the City of Monticello's economic development and redevelopment plans and programs. The EDA is also responsible for housing and housing redevelopment. EDA Work Plan Mission Statement: The EDA's work plan is adopted in support of achieving the goals of the Monticello 2040 + Comprehensive Plan. The EDA will be proactive by developing and undertaking actions for achievement of the Comprehensive Plan's Economic Development goals and will be reactive in responding to economic development opportunities as they arise in the most timely and effective manner possible. The EDA shall utilize the Economic Development Implementation Chart as a guiding document creating its 2021 Work Plan. Comprehensive Plan Goals: 1. Business Attraction and Retention 2. Tax Base Expansion 3. Downtown Vitality 4. Redevelopment and Reinvestment 5. Life Cycle Housing 6. Workforce Development 7. Promotion and Partnerships 8. Opportunity Focus Areas 1IPage GOAL #1: BUSINESS ATTRACTION AND RETENTION Policy 1.1. Business and Employment Retention Strategies: 1. Maintain a strong Business Retention and Expansion (BR&E) program to monitor opportunities for continued growth and expansion of businesses as well as the continued relationship development between the City and existing businesses. 2. Identify and support companies that are expanding and adding employees. 3. Identify and promote programs that assist existing companies in expansion and creation of new positions. 4. Assist and support companies in accessing business assistance programs including financing and educational programs. 5. Bring Businesses and Educations Organizations together to create training programs to foster new live wage opportunities. Policy 1.2: Local Business Support Strategies: 1. Facilitate relationships with existing businesses on the expansion, redevelopment and improvement of their buildings and facilities. 2. Consider fagade rehabilitation programs, small business loans, grants and other tools to encourage property reinvestment and support local businesses. 3. Foster partnerships and maintain networking relationships with the goal of maintain communication in support of existing businesses. GOAL #2: TAX BASE EXPANSION Policy 2.1: Diversify economic sectors to broaden the base of available living wage employment in the community. Strategies 1. Capitalize on the proximity to the I-94 regional transportation facilities, available land and educated and skilled workforce to create opportunities for job growth. 2. Inventory existing industry clusters by attracting similar and complementary businesses. 3. Work with existing business clusters to expand the attraction of supply chain companies. 4. Recognize changing land use patterns for industrial parks, and other or alternative uses such as co -working spaces. Policy 2.2: Maintain a business development and job creation toolbox to assist existing and future businesses. Strategies: 1. Continue discussion on use of tax reimbursement/abatement, including development of criteria/application. 21 Page 2. Identify and communicate new or innovative state and federal programs or grants which could be leveraged to support business development. 3. Proactively support small business start-up efforts through programs, collaborative efforts and various tools available for small businesses. Policy 2.3. Work collaboratively with partners to foster the attraction of new businesses. Strategies: 1. Continue to support the IEDC interactions with in the Wright County Workforce Pathways efforts in addressing workforce needs and training. 2. Consider IEDC recommendations and be prepared to be a partner in potential solutions based on WCWFP findings. GOAL #3: DOWNTOWN VITALITY Policy 3.1: Implement the recommendations of the Downtown Small Area Plan. Strategies: 1. Support and advocate for improvements to the downtown as envisioned in the Small Area Plan and Walnut Street Corridor Plan. 2. Develop and support the appropriate policies, programs, and incentives that enable the type of development described in the Plan. 3. Continue to build a funding base for use in property acquisition and redevelopment efforts in targeted areas. 4. Implement a facade improvement program for desired revitalization areas. 5. Continue to meet with downtown property owners either in an informal group setting (Downtown Rounds) or individually to understand their concerns with traffic, parking, land use and possible reinvestment in their property as well as willingness to sell, partner, desired price, etc. 6. Encourage continued incorporation of arts as an economic development tool for Downtown Monticello and the community at -large. 7. Support opportunities for park and pathway development as consistent with the Downtown Small Area Plan. 8. Encourage the redesign of the pathway connection under the MN-TH #25 bridge to incorporate safety elements and improved lighting. 9. Ensure that greenway and pedestrian/cycle connections are considered within the downtown and from the downtown to other areas within the community. 10. Support park improvements in the downtown area. 31 Page GOAL #4: REDEVELOPMENT & REINVESTMENT Policy 4.1: Redevelopment: Continue to support redevelopment efforts for publicly - owned properties in Block 52, Block 34 and other EDA owned sites. Strategies: 1. Continue to focus on site control for a potential future targeted redevelopment in Block 52 as envisioned in the Downtown Small Area Study Plan. 2. Proactively market Block 52 as a unique regional site and development opportunity; reach out to developers to gauge interest, potential suitability and capacity to collaborate on a redevelopment plan. 3. Advocate for reconnecting Walnut Street to River Street in support of redevelopment. 4. Remain open to and analyze strategic opportunities for redevelopment throughout the community. 5. Proactively market Block 34, the Cedar/Broadway site, 4th Street site, West River Street parcel and the West 7th Street land tract to the commercial and residential development community. GOAL #5: LIFE -CYCLE HOUSING Policy 5.1: Actively promote and seek opportunities for the development of a wide variety of housing types, styles and price points as a mechanism to support and attract employment. Strategies: 1. Develop revised policy statements for housing which address the identified 2020 Housing Study needs. 2. Continue to market workforce housing development on EDA owned land along East 4th Street and Outlot A of Country Club Manor, or at other suitable sites in the City, including the Downtown. 3. Support efforts by private and non-profit entities to develop affordable housing projects utilizing state and federal programs. 4. Examine the use and application of available housing TIF dollars per the 2016 TIF Management Plan and the adopted Policy Statements for Available TIF Funds. 5. Continue to periodically examine housing stock for aging or blighted properties and research development of programs for redevelopment and/or revitalization of existing housing. 6. Market the availability of incentives/subsidies available for development of housing. GOAL #6: WORKFORCE DEVELOPMENT Policy 6.1. Diversified and Skilled Workforce Strategies: 1. Continue to support interactions with local organizations to address workforce needs and training. 41 Page 2. Partner with Wright County Workforce Pathways (WCWFP) on solutions for workforce needs and training. 3. Promote Central Minnesota Jobs and Training Services as an option to Community College or university for students seeking alternative careers in the trades, manufacturing, and similar sectors and create a plan to market financial tools which support living wage employment as a primary focus. GOAL #7: PROMOTION & PARTNERSHIPS Policy 7.1: Create and maintain a comprehensive Marketing & Communication Strategy for priority sectors and locations. Strategies: 1. Identify community partners that can be regularly engaged and advised on economic development activities and events. 2. Support the development of strategic marketing plan, including creation of an overall economic development brand, for various focus audiences and sectors of development; residential, commercial and industrial and redevelopment. 3. Incorporate the marketing of EDA incentive programs in a more proactive manner, both within the community and beyond, a. Present existing and new incentive programs to smaller community groups, local banks, realtors, and local businesses either on in an informal group session or a formal roundtable format. b. Develop and communicate a "complete" development package program which provides support and assistance to prospects and developers from inquiry to construction. 4. Market industrial development at the Monticello Business Center (Otter Creek Business Park) to a broad variety of prospects as guided by the Comprehensive Plan. a. Focus on prospects which serve or rely on the St. Cloud and Twin Cities markets. b. Focus on supply chain prospects. 5. In collaboration with the IEDC, communicate with current business and industry in support of Business Retention & Expansion. a. Engage in informal business and industry small group meetings and explore potential format of helpful formal round tables meetings. b. Work with the Monticello Times to do a business spotlight or profile article two times per year. c. Leverage the networks of existing commercial and industrial entities currently doing business in and around Monticello. Policy 7.2: Engage as a partner in local and regional planning and development opportunities. Strategies: 1. Monitor the regional planning efforts of the Central Mississippi River Regional Planning Partnership (CMRRPP) and engage with feedback as requested. 51 Page 2. Consider funding and/or completing studies that provide policy and strategy framework for desired land uses/or projects in the downtown and for other programs. 3. Monitor commuter rail development in and around the Twin Cities metro region for potential benefits and opportunities to serve Monticello. CK�1.11E:;�:�� ' ' �]1, 11I101_Y_II'/��IIl1I. 1 ' Policy 8.1: Opportunity Focus Areas 1. Maintain open lines of communication with property and business owners to understand their long-term development objectives. 2. Consider strategies, loans, grants and other financing methods to boost reinvestment and improvements. 3. Encourage public infrastructure investment in these areas in an effort to support private investment. Policy 8.2: Support community quality -of -life initiatives which act as economic development tools. Strategies: 1. Encourage and support coordinated planning and development of parks, trails in or near business districts. 2. Support the development Bertram Chain of Lakes Regional Park, including community Connections. 3.lncrease the visibility of the interconnection of all amenities including parks and trails with economic hubs of the City. Appendix: Monticello 2040 Vision + Plan, Economic Development and Implementation 61 Page INDUSTRIAL & ECONOMIC DEVELOPMENT COMMITTEE 2021 ACTION STATEMENTS Mission Statement: The Monticello IEDC will advocate industrial and economic growth within the City of Monticello by promoting awareness and communication efforts on behalf of the business community. Goal: The IEDC is dedicated to being pro -active in following the objectives and policies established in the Monticello Comprehensive Plan. It is the intention of the IEDC to work within the areas identified below as supporting objectives and actions. Objective: Workforce Development, Job Creation and Retention 1. Encourage and Support Business Retention within Monticello. a. Conduct Business Retention (BR&E) visits by IEDC members to long standing business in the community to help grow stronger relationships between businesses and City Hall. b. Discuss the needs of businesses for development of a Retention Action Plan. c. Market and present various programs available via the City and EDA. 2. Enhance Workforce Development through Partnerships with Local Educators, Businesses, Organizations and Agencies. a. Based on the need of the businesses, partner with Wright County and key leaders of our local businesses, educators and others to develop and execute a Workforce Development Plan. b. Collaborate with and support the Monticello School District in growing their initiatives to bring businesses into the classrooms. c. Collaborate with the Wright Technical Center (WTC), Buffalo, in developing and promoting career training programs and courses. d. Continue to engage stakeholders in an effort to raise awareness of labor force demographics and potential solutions such as youth career building initiatives. e. Explore and support ways business can bring relevance to educational classes & programs. f. Support residential land development and workforce housing as it correlates to workforce development. 3. Recognize the contributions of Monticello manufacturers through organization of and participation in industry -related events. a. Promote and organize Manufacturer's Week 2020 events. b. Continue Manufacturer's Week Appreciation Breakfast. Objective: Industrial Growth and Tax Base Expansion Through Recruitment and Retention 1. Support the recruitment of business which further the goals and objectives for the community as guided by the Comprehensive Plan. a. Assess the current marketing materials and plan. b. Assist in execution or development of a new Marketing Plan. c. Respond in a timely manner to inbound communications. d. Support the development of an incubator -accelerator as way of supporting start-up businesses and entrepreneurs into the community. 2. Continue to lead the City in moving forward key transportation projects which support economic development. a. Participate in the "Business Day at the Capitol" through the Minnesota Chamber and lobby on behalf of the Monticello community to help City staff bring attention to our local transportation needs. b. Develop a needs -based transportation priority statement for lobbying/support purposes. c. Encourage key transportation projects which improve product delivery for businesses, such as interchange, freeway, and bridge crossing projects. d. Identify specific benefits of a 3rd interchange to businesses and/or community and support policy encouraging future development of the interchange. 3. Identify, evaluate and provide recommendations to the City regarding industrial land supply and availability. a. Periodically evaluate current property inventory and uses for Industrial properties with the objective of better marketing efforts. b. Monitor industrial land availability with the following metrics: 1. Total acreage with developed infrastructure, zoned, and available to purchase and the maximum acreage of a contiguous, buildable lot. 2. Total acreage with undeveloped infrastructure, zoned, and available to purchase. Owner contact information. 3. Total acreage preserved in Land Use Plan for future development. c. Monitor and support periodic review of accessibility to Interstate 94 and State Highway 25 and utility capabilities. 4. Continue to provide recommendations in an advisory capacity on land use and tax base matters relating to industrial and economic development. a. Monitor and provide comments of the site selection process related to locating future industrial -business park development. b. Monitor the status of the Monticello Nuclear Plant in relation to its license renewal in 2030 and as it relates to the NW Interchange (Orchard Road) Land Use Study. c. Monitor and provide feedback of any Community Energy Transition (CET) Grant Program funding award supported Strategic Transition Plan (STP) development and implementation steps. 5. Support community quality of life initiatives which enhance Monticello's objectives for high quality development across the land use spectrum, including residential, commercial, industrial and civic uses. a. Support and encourage the development of the Bertram Chain of Lakes Regional Park and recommend the development of a pathway connection to Monticello Businesses. b. Promote CentraCare Health Monticello to industrial businesses. c. Develop a visioning worksheet to get IEDC members views on residential, commercial and industrial needs and challenges to bring to light needed future planning and ordinance changes. d. Review and coordinate public and private actions with parks and trails. e. Support and enhance efforts to bring economical childcare services into the community. f. Support and enhance efforts to recruit a new restaurant and lodging facility into the City. 6. Support and facilitate regional development plans and initiatives. a. Support the development and implementation of the Regional CEDS (Comprehensive Economic Development Strategy) Plan through strategy review, feedback and identification of local projects for federal funding support. b. Monitor the CMRRPP (Central Mississippi River Regional Planning Partnership) initiative and provide comments, as appropriate, on various stages of plan development. 7. Promote communications & engagement with Monticello businesses and prospects. a. Create and host a Monticello business round table event which will offer businesses a platform for discussion. b. Facilitate "Industrial Round Tables". c. Sponsor networking individually and in small groups for input. CITY OF Montfcdo FINANCE Quarterly Report —15t Quarter 2021 Following this summary is the 1st Quarter Report. The report includes the following components: • Cash balances as of March 31, 2021 and December 31, 2020. • Treasury yields — annually for 2010-2017; quarterly for 2018-2021 • General Fund Cash Balances 2017-2021 graph and a summary budget -to -actual analysis of the General Fund's receipts and disbursements • Statement of Revenue and Expenditures — Budget and Actual — General Fund (Unaudited). Please note the variance column compares the 2021 YTD budget with 2021 actual numbers with explanations noted for variances greater than 15%. • Statement of Revenue and Expenditures — Community Center Fund (Unaudited). Please note the variance column compares the 2021 YTD budget with 2021 actual numbers with explanations noted for variances greater than 15%. • Statement of Revenue and Expenditures — EDA Fund (Unaudited). Please note the variance column compares the 2021 YTD budget with 2021 actual numbers with explanations noted for variances greater than 15%. • Statement of Revenue and Expenditures — FiberNet Fund (Unaudited). Please note the variance column compares the 2020 YTD actual numbers with 2021 actual numbers with explanations noted for variances greater than 15%. 2020 Financial Audit A team from the city's audit firm, MMKR, was onsite from March 29th through April Stn completing fieldwork to test the city's internal controls and accuracy of account balances. A draft of the Comprehensive Annual Financial Report has been sent to them, and they are currently in the process of reviewing it. A final presentation to the city council is planned for the May 241h meeting. Checking Investments (At Market Value) Total Cash and Investments Investment Type Checking Money Market Non Negotiable CDs Negotiable CDs Government Securities Municipal Securities Total Investments Increase/ 03/31/2021 12/31/2020 (Decrease) $ 444,356 $ 662,672 $ (218,316) 50,522,797 50,398,275 124,522 $ 50,967,153 $ 51,060,947 $ (93,794) Increase/ 03/31/2021 12/31/2020 (Decrease) $ 444,356 $ 662,672 $ (218,316) 26,395,126 26,826,669 (431,543) 1,000,000 1,000,000 - 17,115,610 16,439,726 675,884 3,463,381 3,351,224 112,157 2,548,680 2,780,656 (231,976) $ 50,967,153 $ 51,060,947 $ (93,794) Treasury Yields Date 1 mo 3 mo 6 mo 1 yr 2 yr 3 yr 5 yr 7 yr 10 yr 12/31/2010 0.07 0.12 0.19 0.29 0.61 1.02 2.01 2.71 3.30 12/30/2011 0.01 0.02 0.06 0.12 0.25 0.36 0.83 1.35 1.89 12/31/2012 0.02 0.05 0.11 0.16 0.25 0.36 0.72 1.18 1.78 12/31/2013 0.01 0.07 0.10 0.13 0.38 0.78 1.75 2.45 3.04 12/31/2014 0.03 0.04 0.12 0.25 0.67 1.10 1.65 1.97 2.17 12/31/2015 0.14 0.16 0.49 0.65 1.06 1.31 1.76 2.09 2.27 12/31/2016 0.44 0.51 0.62 0.85 1.20 1.47 1.93 2.25 2.45 12/31/2017 1.28 1.39 1.53 1.76 1.89 1.98 2.20 2.33 2.40 03/31/2018 1.63 1.73 1.93 2.09 2.27 2.39 2.56 2.68 2.74 06/30/2018 1.77 1.93 2.11 2.33 2.52 2.63 2.73 2.81 2.85 09/30/2018 2.12 2.19 2.36 2.59 2.81 2.88 2.94 3.01 3.05 12/31/2018 2.44 2.45 2.56 2.63 2.48 2.46 2.51 2.59 2.69 03/30/2019 2.43 2.40 2.44 2.40 2.27 2.21 2.23 2.31 2.41 06/30/2019 2.18 2.12 2.09 1.92 1.75 1.71 1.76 1.87 2.00 09/30/2019 1.91 1.88 1.83 1.75 1.63 1.56 1.55 1.62 1.68 12/31/2019 1.48 1.55 1.60 1.59 1.58 1.62 1.69 1.86 1.92 03/31/2020 0.05 0.11 0.15 0.17 0.23 0.29 0.37 0.55 0.70 06/30/2020 0.13 0.16 0.18 0.16 0.16 0.18 0.29 0.49 0.66 09/30/2020 0.08 0.10 0.11 0.12 0.13 0.16 0.28 0.47 0.69 12/31/2020 0.08 0.09 0.09 0.10 0.13 0.17 0.36 0.65 0.93 03/31/2021 0.06 0.05 0.07 0.08 0.13 0.27 0.71 1.12 1.45 $9,000,000 $8,000,000 $7,000,000 $6,000,000 $5,000,000 $4,000,000 $3,000,000 General Fund Cash Balances 2017 - 2021 January 1 January February March April May June July August September October November December -2017 -2018 12019 -2020 X2021 -75% reserve General Fund YTD YTD Percent of YTD YTD Percent of Receipts Budget Actual YTD Budget Disbursements Budget Actual YTD Budget Property Taxes $1,796,625 $ % y Mayor & Council $ 14,795 $ 13,518 91.4 Franchise & Other Taxes 59,788 y City Administration/City Clerk 330,742 248,031 75.0 T Licenses & permits 105,075 114,024 108.5 -D Finance/Audit/Assessing 144,289 96,981 67.2 T Intergovernmental Revenues 101,000 78,615 77.8 + Legal services 8,750 2,129 24.3 T Charges for Services 241,325 219,023 90.8 -D Planning and zoning 67,217 64,825 96.4 4 Fines & Forfeits 10,400 7,917 76.1 y Public safety 577,435 475,483 82.3 T Solar Rebates 108,000 49,397 45.7 y Building inspector 116,589 85,884 73.7 T Miscellaneous revenue 46,537 38,739 83.2 y Public works 529,461 352,520 66.6 T Streets & Alleys 323,674 97,732 30.2 T $ 2,468,750 $ 507,715 20.6 % y Recreation and Culture 80,661 68,247 84.6 T Park Operations 272,252 151,232 55.5 T Key Insurance 2,885 6,737 233.5 y T Varies more than 15% than budget positively y Varies more than 15% than budget negatively $ 2,468,750 $ 1,663,319 67.4 % T 4 Within 15% of budget City of Monticello Statement of Revenue and Expenditures - Budget and Actual - General Fund (Unaudited) For Three Months Ended March 31, 2020 Percent Received or Expended Budget Actual Variance - Based on Annual Thru Thru Favorable Budget Thru REVENUES Budget 3/31/2021 3/31/2021 Unfavorable 3/31/2021 Property Taxes $ 7,186,500 $ 1,796,625 $ - $ (1,796,625) * - % Franchise & Other Taxes 239,150 59,788 - (59,788) (1) - Licenses & permits 420,300 105,075 114,024 8,949 108.52 Intergovernmental Revenues 404,000 101,000 78,615 (22,386) (2) 77.84 Charges for Services 965,300 241,325 219,023 (22,302) 90.76 Fines & Forfeits 41,600 10,400 7,917 (2,483) 76.12 Solar Rebates 432,000 108,000 49,397 (58,603) (3) 45.74 Miscellaneous 186,150 46,537 38,739 (7,798) 83.24 TOTAL REVENUES 9,875,000 2,468,750 507,715 1,961,035 20.57 EXPENDITURES BY DEPARTMENT GENERAL GOVERNMENT Mayor and Council 59,178 14,795 13,518 1,277 91.37 City Administration 956,408 239,102 187,067 52,035 (4) 78.24 City Clerk 128,960 32,240 23,377 8,863 72.51 Finance 458,156 114,539 89,481 25,058 (5) 78.12 Audit 44,000 11,000 7,500 3,500 68.18 City Assessing 75,000 18,750 - 18,750 (6) - Legal 35,000 8,750 2,129 6,621 24.33 Human Resources 139,054 34,764 26,984 7,780 77.62 Planning & Zoning 268,867 67,217 64,825 2,392 96.44 City Hall/Prairie Center Building 98,543 24,636 10,603 14,033 7 43.04 TOTAL GENERAL GOVERNMENT 2,263,166 565,793 425,484 140,309 75.20 PUBLIC SAFETY Law Enforcement 1,595,638 398,910 396,499 2,411 99.40 Fire & Rescue 637,257 159,314 62,995 96,319 (8) 39.54 Building Inspections 466,357 116,589 85,884 30,705 (9) 73.66 Emergency Response 6,000 1,500 462 1,038 30.77 Animal Control 56,842 14,211 12,325 1,886 86.73 National Guard 14,000 3,500 3,202 298 - TOTAL PUBLIC SAFETY 2,776,094 694,024 561,367 132,657 80.89 PUBLIC WORKS Public Works Administration 243,340 60,835 50,293 10,542 82.67 Engineering 112,405 28,101 24,518 3,583 87.25 Public Works Inspections 169,632 42,408 17,646 24,762 (10) 41.61 Streets & Alleys 1,294,694 323,674 97,732 225,942 (11) 30.19 Ice & Snow 375,600 93,900 100,181 (6,281) 106.69 Shop & Garage 256,932 64,233 54,081 10,152 84.20 Street Lighting 237,000 59,250 44,642 14,608 (12) 75.35 Refuse Collection 722,936 180,734 61,159 119,575 13 33.84 TOTAL PUBLIC WORKS 3,412,539 853,135 450,252 402,883 52.78 RECREATION AND CULTURE Senior Center 106,363 26,591 25,987 604 97.73 Park Operations 1,061,609 265,402 150,463 114,939 (14) 56.69 Park Ballfields 27,400 6,850 769 6,081 11.23 Public Arts 57,500 14,375 7,584 6,791 52.76 Shade Tree 105,065 26,266 17,155 9,111 65.31 Library 53,714 13,429 17,521 4,092 130.47 TOTAL RECREATION AND CULTURE 1,411,651 352,913 219,478 133,435 62.19 Continued UNALLOCATED Insurance 11,550 2,885 6,737 3,852 233.52 TOTAL UNALLOCATED 11,550 2,885 6,737 (3,852) 233.52 TOTAL EXPENDITURES 9,875,000 2,468,750 1,663,319 805,431 67.37 Excess (Deficiency) of Revenues over Expenditures $ - $ - $ (1,155,604) $ (1,155,604) Taxes are paid 50% in July and the remainder are paid in December. Item Explanation of Items Percentage Received/Expended Less than 80% or Greater than 120% and $ Variance Greater than $10,000. (1) Xcel franchise fee revenue is allocated at year end. (2) The Police and Fire Department State Aid is not received until September and October. (3) Solar Rebate Revenues have only been received through February billings (4) Solar Production expenses are under budget because March expenditures have not yet been invoiced, wages are over due to overlap in the Administrator role and retirement. (5) Wages and total compensation are under budget (6) Assessment contract is paid annually in June. (7) Property taxes paid in April (8) Wages, supplies, travel related items are all under budget. The Fire relief payment is not expensed until October and the internal equipment fund allocation is expensed annually in June. (9) Building Department budgets for an additional staff or contractor as demand can be uncertain. (10) Addition of a Engineering Technician position to the budget, the position has not yet been filled. (11) The variance is made up of the internal equipment fund allocation, which is expensed annually in June. (12) Repair and maintenance expenditures are under budget. (13) February and March Advanced Disposal Invoices were received and paid in 2nd Quarter. (14) The variance is made up of the internal equipment fund allocation, which is expensed annually in June. Taxes are paid 50% in July and the remainder are paid in December. Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000. (1) Revenues are down due to the COVID-19 Capacity restrictions, but above conservative budget estimates (2) $15,600 donation for Music on the Mississippi (3) Transfer in is recorded at year end and will be adjusted based on 2021 performance. (4) Expenditures are down due to the COVID-19 Capacity restrictions. $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 Community Center Sales Comparison 2017 - 2021 $ City of Monticello, Minnesota c Q Statement of Revenue and Expenses Community Center Fund (Unaudited) For Three Months Ended March 31, 2020 Percent Received or Expended Actual Budget Actual Variance - Based on Thru Thru Thru Favorable Budget Thru 3/31/2020 3/31/2021 3/31/2021 (Unfavorable) 3/31/2021 REVENUES Property Taxes $ - $ 121,250 $ - $ (121,250) * - % Charges for services 304,720 105,300 129,739 24,439 (1) 42.58 Special assessments - - - - - Rental of City Property - - - - - Miscellaneous 2,949 1,200 16,730 15,530 (2) 567.28 Transfer In - 81,250 81,250 3 - TOTAL REVENUES 307,669 309,000 146,470 162,530 47.61 EXPENDITURES Personal services 247,170 185,178 152,475 32,703 (4) 61.69 Supplies 18,841 15,030 3,595 11,435 (4) 19.08 Other services and charges 88,310 104,542 60,525 44,017 (4) 68.54 Repairs 4,686 4,250 2,502 1,748 53.38 Capital outlay - - - - - Transfer Out - - - - - TOTAL EXPENDITURES 359,008 309,000 219,097 899903 61.03 Excess (Deficiency) of Revenues over Expenditures (51,339) - (72,628) (72,628) (13.42) Taxes are paid 50% in July and the remainder are paid in December. Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000. (1) Revenues are down due to the COVID-19 Capacity restrictions, but above conservative budget estimates (2) $15,600 donation for Music on the Mississippi (3) Transfer in is recorded at year end and will be adjusted based on 2021 performance. (4) Expenditures are down due to the COVID-19 Capacity restrictions. $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 Community Center Sales Comparison 2017 - 2021 $ r - c Q -I--2017 X2018 +2019 X2020 (2021 o z� Oo��o�ed Taxes and Tax Increments are paid 50% in July and the remainder are paid in December. Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Budgeted amount includes Land for resale and revenue from TIF Interfund loan, which will be repaid at year end. (2) Wages paid through 1st Quarter (3) The excess increment to be paid to the County is the largest line item in this variance, typically it is paid in 3rd Quarter. (4) Operating Transfers are made at year end. City of Monticello, Minnesota Statement of Revenue and Expenses EDA Fund (Unaudited) For Three Months Ended March 31, 2020 Percent Received or Expended Actual Annual Actual Variance - Based on Thru Budget Thru Favorable Budget Thru 3/31/2020 12/31/2021 3/31/2021 (Unfavorable) 3/31/2021 REVENUES Property Taxes $ $ 366,300 $ $ (366,300) - - % Tax Increments 617,344 (617,344) * - Special assessments - - - Rental of City Property - - - Miscellaneous 2,728 207,356 8,990 (198,366) (1) 329.54 Operating Transfer In - - - - TOTAL REVENUES 2,728 1,191,000 8,990 (1,182,010) 329.54 EXPENDITURES Personal services 27,141 137,597 25,642 111,955 (2) 94.47 Supplies - 200 - 200 - Other services and charges 1,014,070 289,879 12,368 277,511 (3) 1.22 Capital outlay - - - - - TIF Payback Installments 190,324 190,324 Operating Transfer Out - 200,000 - 200,000 4 - TOTAL EXPENDITURES 1,041,211 818,000 38,010 779,990 3.65 Excess (Deficiency) of Revenues over Expenditures (1,038,483) 373,000 (29,020) (402,020) 325.89 Taxes and Tax Increments are paid 50% in July and the remainder are paid in December. Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Budgeted amount includes Land for resale and revenue from TIF Interfund loan, which will be repaid at year end. (2) Wages paid through 1st Quarter (3) The excess increment to be paid to the County is the largest line item in this variance, typically it is paid in 3rd Quarter. (4) Operating Transfers are made at year end. Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Wages for maintenance at the Prairie Center or Head End buildings. $2,000,000 $1,500,000 $1,000,000 $500,000 $(500,000) c F FiberNet Sales Comparison 2017 - 2021 *Sales are recorded on a cash basis when the revenue is received from Arvig X. �eQ O moo, Oma --1--2017 ♦2018 ♦2019 X2020 (2021 City of Monticello, Minnesota Statement of Revenue and Expenses FiberNet Fund (Unaudited) For Three Months Ended March 31, 2020 Variance - Percent Favorable Received or (Unfavorable) Expended Annual Actual Actual Based on Based on Budget Thru Thru Year to Year Actual Thru 12/31/2021 3/31/2020 3/31/2021 Actuals 3/31/2021 REVENUES Sale of Goods $ - $ - $ - $ - - % Charges for services 1,863,000 149,412 156,518 7,106 104.76 Special assessments - - - - - Miscellaneous 2,000 175 470 295 268.57 Contributed Capital - - - - - Operating Transfers - - - - N/A TOTAL REVENUES 1,865,000 149,587 156,988 7,401 104.95 EXPENDITURES Personal services 6,300 - 1,349 (1,349) (1) - Supplies 100,000 13,070 16,366 (3,296) 125.22 Other services and charges 1,589,700 105,162 108,745 (3,584) 103.41 Deprecation - - - - Capital outlay 333,000 Operating Transfers - - - - TOTAL EXPENDITURES 2,029,000 118,232 126,461 (8,229) 106.96 Excess (Deficiency) of Revenues over Expenditures (164,000) 31,355 30,527 (828) (2.01) Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Wages for maintenance at the Prairie Center or Head End buildings. $2,000,000 $1,500,000 $1,000,000 $500,000 $(500,000) c F FiberNet Sales Comparison 2017 - 2021 *Sales are recorded on a cash basis when the revenue is received from Arvig X. �eQ O moo, Oma --1--2017 ♦2018 ♦2019 X2020 (2021 CITY OF Montfcdo HI -WAY LIQUORS Summary through March 2021 In March 2021, the liquor store had sales of $526,375, which is 20.7% lower than March of 2020. March 2020 saw record sales as customers flocked to the store to stock up in the event liquor stores were shut down by the State in response to the COVID-19 pandemic. March 16 and 17, 2020, the Monday and Tuesday after the Governor announced the State's shut down, had almost $93,000 in sales. For comparison, a typical pre -pandemic Monday and Tuesday would see roughly $23,000 in sales. Please see the following graphs for more detail. Hi -Way Liquors Sales Report 1/31/2021 Total Sales Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 302,114.52 $ 328,004.13 $ 355,029.76 $ 380,425.45 $ 364,675.32 $ 355,750.18 $ 403,500.92 $ 413,169.20 $ 453,883.47 $ 513,509.06 13.1% 13.1% Feb 307,385.41 337,463.99 333,487.18 347,777.77 362,746.98 364,836.39 390,050.52 408,769.22 445,332.30 486,790.45 9.3% 9.3% Mar 386,115.21 404,531.17 377,031.62 388,003.16 401,206.91 416,605.50 473,811.33 477,467.15 663,855.30 526,375.13 -20.7% -20.7% Apr 345,371.09 388,395.50 386,050.82 417,855.89 427,879.44 446,041.63 467,192.12 489,072.87 631,721.78 - -100.0% -100.0% May 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 503,867.81 549,206.70 560,332.38 785,494.64 -100.0% -100.0% Jun 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 521,559.76 561,287.34 588,209.75 656,099.21 -100.0% -100.0% Jul 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 563,935.31 571,270.49 620,426.16 660,202.41 -100.0% -100.0% Aug 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 497,201.21 544,029.21 602,951.70 597,700.58 -100.0% -100.0% Sep 390,399.33 379,381.19 397,495.82 439,444.29 448,218.93 501,126.67 481,663.70 496,193.64 553,001.20 -100.0% -100.0% Oct 372,676.23 396,328.87 409,967.74 460,096.82 454,442.30 461,549.38 467,600.32 501,342.95 605,830.73 -100.0% -100.0% Nov 421,960.12 424,038.37 465,299.53 474,241.74 444,533.08 495,519.24 527,900.06 562,628.37 589,588.61 -100.0% -100.0% Dec 527,865.36 518,379.58 549,200.76 569,707.38 605,509.16 629,143.57 652,695.25 656,366.61 765,163.32 -100.0% -100.0% Total $ 4,841,751.08 $ 5,041,614.65 $ 5,162,181.40 $ 5,488,635.85 $ 5,452,904.22 $ 5,757,136.65 $ 6,090,207.96 $ 6,376,930.00 $ 7,407,873.55 $ 1,526,674.64 Change $ 192,849.55 $ 199,863.57 $ 120,566.75 $ 326,454.45 $ (35,731.63) $ 304,232.43 $ 333,071.31 $ 286,722.04 $ 1,030,943.55 $ (5,881,198.91) Change % 4.1% 4.1% 2.4% 6.3% -0.7% 5.6% 5.8% 4.7% 16.2% -79.4% $900,000 $800,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 Monthly Hi -Way Sales Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2016 ■ 2017 ■ 2018 ■ 2019 ■ 2020 ■ 2021 Hi -Way Liquors Sales Report 1/31/2021 Beer Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 $ 174,846.99 $ 198,202.11 $ 197,270.15 $ 221,209.18 $ 256,155.31 15.8% 15.8% Feb 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 179,346.12 187,042.58 196,211.84 222,640.46 236,816.07 7.6% 6.4% Mar 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 208,926.70 233,971.24 232,963.84 332,798.19 270,180.15 -26.8% -18.8% Apr 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 234,069.51 224,348.27 244,892.28 323,605.96 -144.2% -100.0% May 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 262,275.25 306,245.55 304,724.08 436,582.76 -142.6% -100.0% Jun 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 296,531.85 309,163.93 335,878.00 378,351.43 -122.4% -100.0% Jul 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 315,848.83 314,343.95 352,522.92 380,390.43 -121.0% -100.0% Aug 242,179.20 281,577.25 267,802.95 253,141.21 250,255.41 268,173.42 292,626.23 335,258.06 331,928.29 -113.4% -100.0% Sep 208,974.88 202,213.80 211,854.94 233,215.56 238,333.55 270,898.13 257,557.44 262,477.64 298,017.83 -115.7% -100.0% Oct 187,386.57 191,764.20 210,454.13 234,882.09 224,253.93 228,484.62 230,112.85 246,829.33 304,015.53 -132.1% -100.0% Nov 195,276.37 192,162.71 202,081.91 207,055.40 213,333.23 222,993.99 238,870.03 259,282.44 273,386.17 -114.4% -100.0% Dec 224,952.83 217,491.21 234,178.12 241,996.27 253,223.11 271,457.72 281,924.05 283,831.51 335,985.52 -119.2% -100.0% Total $ 2,483,194.18 $ 2,539,167.70 $ 2,604,942.46 $ 2,763,477.59 $ 2,768,393.88 $ 2,933,853.13 $ 3,074,408.23 $ 3,252,142.09 $ 3,838,911.75 $ 763,151.53 Change $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ 4,916.29 $ 165,459.25 $ 140,555.10 $ 177,733.86 $ 586,769.66 $ (3,075,760.22) Change % 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% 4.8% 5.8% 18.0% -80.1% Monthly Beer Sales 02012 $500,000 ■ 2013 $450,000 ■ 2014 $400,000 ■ 2015 $350,000 ■ 2016 $300,000 ■ 2017 $250,000 ■ 2018 $200,000 ■ 2019 $150,000 ■ 2020 $100,000 ■ 2021 $50,000 $- Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Hi -Way Liquors Sales Report 1/31/2021 Liquor Aug Sep Oct Nov Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 $ 114,509.99 $ 133,589.33 $ 142,171.51 $ 156,618.77 $ 171,764.88 9.7% 9.7% Feb 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 117,361.15 128,952.50 142,327.58 148,178.03 165,259.67 11.5% 11.5% Mar 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 131,238.09 151,716.52 159,432.14 222,258.49 171,629.15 -22.8% -22.8% Apr 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,114.53 136,883.13 147,197.73 193,843.09 -100.0% -100.0% May 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 142,237.28 160,936.65 170,109.40 238,076.67 -100.0% -100.0% Jun 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,813.59 168,769.36 166,679.78 190,517.50 -100.0% -100.0% Jul 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 160,220.37 170,108.99 178,157.56 192,891.98 -100.0% -100.0% Aug 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 144,263.78 164,013.08 180,017.57 178,691.20 -100.0% -100.0% Sep 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 143,252.37 147,649.35 153,415.28 168,453.24 -100.0% -100.0% Oct 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 145,864.34 150,852.02 161,850.02 196,727.06 -100.0% -100.0% Nov 120,127.29 126,412.24 134,241.85 132,261.11 134,208.12 149,468.96 167,360.12 181,489.37 190,007.13 -100.0% -100.0% Dec 172,370.96 175,523.36 184,746.26 190,944.24 205,335.83 213,217.73 229,121.92 236,248.55 274,808.82 -100.0% -100.0% Total $ 1,396,520.80 $ 1,506,776.00 $ 1,546,117.83 $ 1,634,197.68 $ 1,624,908.04 $ 1,739,562.18 $ 1,909,952.97 $ 2,019,096.49 $ 2,351,071.98 $ 508,653.70 Change $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (9,289.64) $ 114,654.14 $ 170,390.79 $ 109,143.52 $ 331,975.49 $ (1,842,418.28) Change % 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% 9.8% 5.7% 16.4% -78.4% $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 Monthly Liquor Sales Jan Feb Mar Apr May Jun Jul ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2016 ■ 2017 ■ 2018 ■ 2019 ■ 2020 ■ 2021 Dec Aug Sep Oct Nov ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2016 ■ 2017 ■ 2018 ■ 2019 ■ 2020 ■ 2021 Dec Hi -Way Liquors Sales Report 1/31/2021 Wine Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ 60,454.56 $ 57,275.16 $ 60,047.20 $ 61,183.52 $ 62,895.50 $ 70,478.45 12.1% 12.1% Feb 54,642.27 60,573.12 57,228.51 62,600.47 64,797.38 58,664.45 62,027.36 58,391.94 61,207.21 68,862.51 12.5% 12.5% Mar 57,735.22 77,810.58 66,425.24 67,121.51 71,840.82 64,286.75 74,221.20 70,209.75 91,704.66 67,769.17 -26.1% -26.1% Apr 57,973.74 79,736.19 63,101.05 63,285.56 61,268.24 69,415.79 93,299.96 83,324.61 96,264.97 -100.0% -100.0% May 78,740.40 62,491.07 92,083.62 109,512.94 87,333.35 82,724.29 61,684.97 67,148.30 84,611.53 -100.0% -100.0% Jun 56,607.74 59,523.15 54,270.56 59,036.14 54,889.39 58,623.08 61,777.09 62,727.56 62,892.81 -100.0% -100.0% Jul 54,467.20 57,115.44 57,743.98 66,029.11 60,750.62 64,034.24 64,494.29 64,596.65 62,399.50 -100.0% -100.0% Aug 61,825.30 64,057.61 62,446.04 63,546.01 60,015.78 66,304.12 67,701.51 64,188.91 64,865.71 -100.0% -100.0% Sep 60,317.17 59,121.12 59,409.30 62,210.27 65,294.31 68,220.79 59,923.84 62,984.34 67,867.49 -100.0% -100.0% Oct 66,423.82 75,606.28 63,659.41 70,038.32 89,005.29 70,516.61 70,894.54 77,535.39 86,852.18 -100.0% -100.0% Nov 97,249.52 96,824.40 117,402.23 122,947.90 83,896.45 109,969.88 107,567.02 105,744.41 110,227.26 -100.0% -100.0% Dec 116,610.70 113,008.24 115,617.50 120,274.96 129,536.28 124,115.79 120,746.12 115,969.12 130,324.38 -100.0% -100.0% Total $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ 889,082.47 $ 894,150.95 $ 904,385.10 $ 894,004.50 $ 982,113.20 $ 207,110.13 Change $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (38,649.37) $ 5,068.48 $ 10,234.15 $ (10,380.60) $ 88,108.70 $ (775,003.07) Change % 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% 1.1% -1.1% 9.9% -78.9% $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 Jan Feb Mar Monthly Wine Sales Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2016 ■ 2017 J ■ 2018 IT� ■ 2019 ■ 2020 ■ 2021 S� CITY OF Monticello MONTICELLO COMMUNITY CENTER Operations All areas of the facility are currently open and available with the exception of the poolside birthday party room. Supervised Play was added starting April 5 as an option for members to use as a benefit of their membership. Visits continue to rise: March visits totaled 7,690. Current active members: 3,265 Current freeze members: 857 Reservations are no longer required for the upstairs fitness area and the track. State capacity for gyms is at 50% which can be managed without requiring reservations. Users must check-in when they arrive. Reservations are still required for all other areas to manage social distancing requirements and to guide staffing levels. Programs The Farmers' Market will open May 27 and operate on Thursdays in the library parking lot, 3:30-7:00 p.m. Music on the Mississippi begins June 23 and will be on Wednesday evenings in West Bridge Park, 6:00-8:00 p.m. Sponsors include Liberty Bank, Monticello Lions, Galindo Real Estate Group and All Elements. Movies in the Park will be in Pioneer Park. Dates: TBD Sponsored by TDS. Pool Update There is a shortage of Lifeguard and Water Safety Instructors in the area and nationwide. Therefore, MCC will be offering a limited amount of Swimming Lessons this summer. Currently the main goal is to rebuild the aquatic staff so we can continue offer our members and guests a variety of programing. A Lifeguard Training class is scheduled for May Stn and hopefully we can get a few new recruits. Family Swim and Slide has been very popular and consistently reaching maximum capacities on weekends and weekdays. We have recently started advertising private pool rentals and this has really taken off. Council Connection - mm/dd/yy Rentals Capacity for indoor venues has increased to 50% occupancy. Rentals include sports banquets, showers and meetings. The Chamber of Commerce was back in April for their lunch meeting. The next wedding is scheduled for September. Calls for 2022 weddings are coming in. Maintenance MCC: A new water heater for the Gym/National Guard Kitchen is being replaced. Liquor Store: New electric hand dryers installed. Exit/emergency lighting systems replaced. Library: New water softener and new toilets installed. Animal Shelter: Exit/emergency lighting system replacement in progress. Fire code compliance deficiencies are being addressed. CITY OF Montkdo PUBLIC WORKS 2022 Street Improvements Project • The Engineering and Street Departments have been working on developing the 2022 Street Improvement Project scope. Utilizing the pavement inspection data collected in 2018 and 2020 along with the maintenance guidelines identified in the Pavement Management Report the following roadways as identified on the included map have been identified to receive a mill and overlay: o Badger Street - Bakken Street to Fox Street o Badger Circle o Bakken Street — Badger Street to east of Troy Marquette Drive o Bear Avenue — Bakken Street to Deer Street o Deer Street — Bear Avenue to Bakken Street o Troy Marquette Drive — Bakken Street to end o Wildwood Way —Troy Marquette Drive to end o Troy Marquette Lane — Wildwood Way to Troy Marquette Drive o Wildwood Court and Boulevard o Briar Oakes Boulevard —Jason Avenue to end o Hawthorne Place North and South o Endicott Trail o Briar Court NE o Shady Oak Circle NE o Eastwood Lane — Briar Oaks Boulevard to Meadow Oak Avenue NE o Eastwood Circle NE — Eastwood Lane to end A mill and overlay involves grinding all or a portion of the asphalt surface in place and topping it with a bituminous wearing course over the entire surface. This improvement will provide structural improvement to the roadway and can be about one-tenth of the cost of a full roadway reconstruction. Hart Boulevard east of CSAH 39 and the section of East Broadway Street between CSAH 39 and Hart Boulevard are also being considered for this project. In accordance with the cities assessment policy this project is expected to be assessed at a 50% rate. The estimated cost for this project is $1.5 million and $866,000 of bond proceeds from the 2020 Street Improvements project are available to assist with funding this project. It is proposed to issue a request for proposals for engineering Council Connection - mm/dd/yy services in May 2021 with the goal of having a bid opening in December 2021 or January 2022 in an attempt to obtain the best bid prices. ,22 Street Improvement PrpjeJ W