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City Council Agenda Packet 02-14-20221. Agenda Documents Documents: 02-14-22 AGENDA.PDF 2022-1-24 MINUTES CC SPEC (DRAFT).PDF 2022-01-24 MINUTES CC (DRAFT).PDF FIBERNET REPORT.PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2C SURPLUS PROPERTY.PDF 2D SECURITY CAMERA PURCHASE.PDF 2E PUCHASING POLICY.PDF 2F IT RFP AWARD.PDF 2G 2021 OPERATING TRANSFERS.PDF 2H I-94 COALITION RENEWAL.PDF 21 CMRP DUES.PDF 2J JCF GRANT APP WASHBURNPOS.PDF 2K ED TIF DIST PH CALL - WASHBURNPOS EXPAN.PDF 2L BCOL GRANT.PDF 2M OTTERCREEKPHVACATEESMT.PDF 2N MONTICELLO INDSUTRIAL FEASIBILITY.PDF 20 STRATEGICTRANSITIONPLAN.PDF 2P RUSTECH CUP.PDF 2Q 2022 ZONING MAP.PDF 2R ELGIN PELICAN SWEEPER.PDF 2S POINTESEXCAVATION.PDF 2T 2022 STREET IMPROVEMENTS AUTHORIZATION TO BID.PDF 21.1 CH -MCC DOOR UPGRADES.PDF 2V CHAMBER LEASE.PDF 3A 2022 SIDEWALK IMPROVEMENTS.PDF 3B ESTAB AFFORD HOUSING TIF DIST 1-42 - HEADWATERS APTS.PDF 3C ESTAB AFFORD HOUSING TIF DIST 1-43 - HEADWATERS VILLAS.PDF WCSO MONTHLY REPORT 2022.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 14, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING — CITY COUNCIL Academy Room, Monticello Community Center 5 p.m. The Pointes at Cedar — Direction of Zoning Ordinance 6 p.m. Water Treatment Facility Funding Efforts Mayor: Lloyd Hilgart Council Members: Jim Davidson, Bill Fair Charlotte Gabler, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from January 24, 2022 • Regular Meeting Minutes from January 24, 2022 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • Presidents Day Holiday Hours, February 21 • Spring Tree Sale, Orders Due March 11 • MonticellGLOW, February 26 • MCC Kids Lifting Certification Class, February 23 • MCC Swimming Lessons F. Council Liaison Updates • EDA • Parks, Art & Recreation • IEDC • Planning Commission • BCOL G. Department Updates • FiberNet/Arvig Quarterly 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 an upgrade to the security camera systems at the liquor store and community center for a not -to -exceed amount of $70,598.20 E. Consideration of approving a revised purchasing policy F. Consideration of approving a contract with Marco Technologies, LLC for co - managed IT services for a three-year term for a one-time onboarding fee of $8,084 and monthly cost of $3,676.63 G. Consideration of approving 2021 Operating Transfers H. Consideration of approving membership in 1-94 Coalition in the amount of $7,227.50 I. Consideration of approving payment of 2022 Central Mississippi River Planning Partnership dues in the amount of $7,143 J. Consideration of adopting Resolution 2022-08 endorsing WashburnPOS's submittal of a Job Creation Fund (JCF) Grant Application to MN -DEED in the amount of $408,000 related to a proposed facility expansion K. Consideration of adopting Resolution 2022-09 calling for a Public Hearing on the proposed Establishment Tax Increment Financing District No. 1-44 within the Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Financing Plan for the District L. Consideration of adopting Resolution 2022-10 authorizing submission of 2022 Outdoor Recreation Grant application to the Department of Natural Resources for Bertram Chain of Lakes Park Improvements M. Consideration of adopting Resolution 2022-11 calling for a public hearing on March 28, 2022 for vacation of drainage and utility easements as legally described for Otter Creek Crossing and Otter Creek Crossing 4t" Addition N. Consideration of authorizing preparation of an Industrial Land Feasibility Analysis by Bolton & Menk as a component of the CET Strategic Transition Plan 0. Consideration of authorizing a Request for Proposal for completion of the Strategic Transition Plan Summary as a component of the CET Strategic Transition Plan P. Consideration of approving a Conditional Use Permit for Cross/Joint Parking Easement in the Central Community District (CCD). Applicant: Bill and Penny Burt Q. Consideration of adopting Ordinance 769 adopting the 2022 City of Monticello Official Zoning Map R. Consideration of authorizing the purchase of a used 2017 Elgin Pelican Street Sweeper for a cost of $150,000 and declaring the 1996 Elgin Pelican Street Sweeper as surplus Consideration of approving a contract with Rolstad Construction Company for the extraction of materials T. Consideration of adopting Resolution 2022-12 approving plans and specifications and authorizing advertisement for bids for the 2022 Street Improvement Project, City Project 22C001 U. Consideration of authorizing Stanley Access Technology and Russel Security to install ADA door upgrades and key fob access at the Monticello Community Center in the total amount of $30,493 V. Consideration of approving a lease agreement with the Monticello Chamber of Commerce and Industry for an office suite in the new DMV Building (ADA Prairie Conference Center) 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING: Consideration of adopting Resolution 2022-13 ordering improvement and authorizing preparation of plans and specifications for the 2022 Sidewalk Improvement Project, City Project 22C001 B. PUBLIC HEARING: Consideration of adopting Resolution 2022-14 approving the establishment Tax Increment Financing District No. 1-42 (Headwaters Apartment Project) within the Central Monticello Redevelopment Project No. 1; and the adoption of the Tax Increment Financing Plan relating thereto C. PUBLIC HEARING: Consideration of adopting Resolution 2022-15 approving the establishment of Tax Increment Financing District No. 1-43 (Headwaters Villas Project) within the Central Monticello Redevelopment Project No. 1; and the adoption of the Tax Increment Financing Plan relating thereto 4. Regular Agenda 5. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, January 24, 2022 — 5:30 p.m. Academy Room, Monticello Community Center Present: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart, Sam Murdoff Absent: None Staff: 1. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 5:30 p.m. 2. Annual Administrative Review Rachel Leonard, City Administrator, gave a brief overview of general administrative items. The items reviewed: City Council authority; values and vision; council agenda reminders; open meeting law; election year reminders; and data practices. There was brief discussion about adopting an Ethics Policy/Code of Conduct in the future. Staff will research some examples. General discussion occurred on the CIP and providing updated project documentation. 3. Adjournment By consensus, the meeting was adjourned at 6:15 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes —January 24, 2022 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 24, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Fair moved approval of the agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from January 3, 2022 • Special Meeting Minutes from January 10, 2022 • Regular Meeting Minutes from January 10, 2022 Councilmember Gabler moved approval of all sets of minutes. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements • Spring Tree Sale online ordering begins February 1. • The FatBikeFest is Saturday, February 12, 2022. • Public meetings on the MonticellGLOW parade are on Wednesdays, January 5 — February 23 from 6-8 p.m. The parade is scheduled for February 26, 2022. • The Monticello Community Center offered the Kids Lifting Certification class which allows children full access to fitness area. F. Council Liaison Updates • EDA — Councilmember Davidson noted that the EDA reviewed an RFP for vacant land appraisal, a MN DEED Redevelopment Grant application, and EDA workplan. • 1-94 Coalition — Councilmember Gabler stated that the I-94 Coalition held their annual legislative preview breakfast where there was discussion of the State's surplus. City Council Minutes: January 24, 2022 Page 1 1 3 • CMRP — Mayor Hilgart and Rachel Leonard provided an update. The group discussed workplan and budget. Raeanne Danielowski was elected as Chair and Lloyd Hilgart as Vice -Chair. G. Department Updates • WCSO Quarterly Update — Lieutenant Jason Kramber provided the fourth quarter update along with the annual review. • Update on SCADA Improvement Project — Matt Leonard provided an update on the project to date. 2. Consent Agenda: Councilmember Murdoff moved approval of the Consent Agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $787,050.37. B. Consideration of approving new hires and departures for city departments. Action taken: Approved hires for MCC and Hi -Way Liquors and departure for Hi -Way Liquors. C. Consideration of approving the sale/disposal of surplus city property for the Fire Department. Action taken: No report this cycle. D. Consideration of adopting Resolution 2022-03 accepting a grant from the Central Minnesota Arts Board in the amount of $3,500 for the Poetry Residency project. Action taken: Resolution accepting grant was approved and adopted. E. Consideration of approving a gambling permit for the Wright County Pheasants Forever for an event to be held on March 19, 2022. Action taken: Approved the gambling permit. F. Consideration of approving a gambling permit for Swan River Montessori Charter School for a raffle to be held April 9, 2022 in conjunction with their Breakfast with the Easter Bunny event. Action taken: Approved the gambling permit. G. Consideration of approving the purchase of three radios and accessories for the Fire Department from Motorola/Ancom in the amount of $13,863. Action taken: Approved the purchase of three radios for Fire Department. H. Consideration of adopting Ordinance 768 amending Title IX, Chapter 95, by adding Section 95.37, Key Box. Action taken: Ordinance was adopted. I. Consideration of a Conditional Use Permit for Cross Access and to adopt Resolution 2022-07 approving the Preliminary Plat of Deephaven 3, a commercial plat in the B-4 Regional Business District. Applicant: Deephaven Development, LLC. Action taken: Approved the conditional use permit for cross access between Lots 1, 2, and 3, Block 1, Deephaven 3 and Lot 1, Block 1, Deephaven, based on findings in Resolution PC -2022-002 and subject to the City Council Minutes: January 24, 2022 Page 2 1 3 conditions in Exhibit Z. The preliminary plat of Deephaven 3 was approved based on findings in Resolution 2022-07 and subject to conditions for Deephaven 3. J. Consideration of adopting Resolution 2022-04 accepting improvements and authorizing final payment of $18,220.57 to Molitor Excavating, Inc. for the 2019 Walnut Street Improvement Project. Action taken: Resolution authorizing final payment was adopted. K. Consideration of authorizing Climate Makers, Inc. to install HVAC upgrades for the public works shop in the amount of $15,333. Action taken: Approved the upgrades. L. Consideration of approving Change Order #2 for the 2021 SCADA Improvements Project in the amount of $75,337. Action taken: Approved the change order. M. Consideration of adopting Resolution 2022-05 accepting a petition and calling for a public hearing on February 28, 2022 for vacation of a drainage and utility easement as legally described for Monticello Business Center 6t" Addition, to be platted as the Twin Pines First Addition. Action taken: Resolution was adopted and public hearing was set for February 28, 2022. N. Consideration of adopting Resolution 2022-06 accepting a petition and calling for a public hearing of February 28, 2022 for vacation of a temporary easement as legally described for Deephaven 2. Action taken: Resolution was adopted and public hearing was set for February 28, 2022. 3. Public Hearings: 4. Regular Agenda: 5. Adjournment: By consensus, the meeting was adjourned at 7:00 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: January 24, 2022 Page 3 1 3 Residential & Business Subscribers Service 2015 Q2 - 2016 2016 2017 2018 2019 2020 Q2 - 2021 2021 Phone Only 32 28 28 24 24 24 22 24 27 Internet Only 664 717 829 945 11014 11131 11341 1,368 1,366 Television Only 74 73 72 55 41 28 14 6 6 Phone &Internet 164 156 145 164 155 166 165 164 160 Phone & Television 44 42 39 35 30 23 14 2 1 Internet & Television 318 280 279 232 206 193 181 172 173 Triple Play 278 254 253 204 174 141 114 113 109 Total Subscribers 1574 1550 1,645 1,659 11644 11706 11851 1,849 1,842 Total Phone 518 480 465 427 383 354 315 303 297 Total Internet 1424 1407 11506 1,545 1,549 1,631 1,801 11817 1,808 Total Television 714 649 643 1 526 451 385 323 293 289 July 1st 2016 Arvig's 1st Day Business Subscribers Service 2015 Q2 - 2016 2016 2017 2018 2019 2020 Q2 - 2021 2021 Phone Only 10 10 13 10 10 8 7 8 11 Internet Only 37 31 35 33 37 35 35 35 39 Television Only 1 2 2 1 1 1 1 6 6 Phone & Internet 70 66 60 68 63 62 65 64 61 Phone & Television 1 1 39 1 1 1 1 1 1 Internet & Television 3 4 4 4 3 6 5 4 4 Triple Play 15 15 19 16 14 14 9 8 8 Total Subscribers 137 129 133 133 129 127 123 120 123 Total Phone 96 92 92 95 88 85 82 81 80 Total Internet 125 116 118 121 117 117 114 111 112 Total Television 20 22 25 22 19 22 16 13 12 Residential Subscribers Service 2015 Q2 - 2016 2016 2017 2018 2019 2020 Q2 - 2021 2021 Phone Only 22 18 15 14 14 16 15 16 16 Internet Only 627 686 794 912 977 11096 1,306 1,333 1,327 Television Only 73 71 70 54 40 27 13 6 6 Phone & Internet 94 90 85 96 92 104 100 100 99 Phone & Television 43 41 39 34 29 22 13 1 1 Internet & Television 315 276 275 228 203 187 176 168 169 Triple Play 263 239 234 188 160 127 105 105 101 Total Subscribers 1437 1421 1,512 1526 1515 11579 1,728 1,729 11719 Total Phone 422 388 373 332 295 269 233 222 217 Total Internet 1299 1291 1,388 1424 1432 11514 1,687 1,706 1,696 Total Television 694 627 618 504 432 363 307 280 277 Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Netting Period: 10/01/2021 - 10/31/2021 Revenues Subscriber Billings Total Revenues: Expenses Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income 167,889.00 (35,260.35) (14,925.66) (44,607.42) 167,889.00 (94,793.43) $ 73,095.57 Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Netting Period: 11/01/2021 - 11/30/2021 Revenues: Subscriber Billings Total Revenues: Expenses: Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income 160,628.00 (34,756.57) (14,925.66) (44,607.42) 160,628.00 (94,289.65) $ 66,338.35 From: Arvig Enterprises, Inc. Subject: Netting Statement Netting Period: 4th Quarter 2021 Total Revenues: Subscriber Billings 495,820.00 Total Revenues: Expenses: Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income (104,626.89) (44,776.98) (133, 822.26) 1 $ 212,593.87 Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Netting Period: 12/01/2021 - 12/31/2021 Revenues: SubscriberBillings 167,303.00 Total Revenues: 167,303.00 Expenses: Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income (34,609.97) (14,925.66) (441607.42) Entity: FiberNet From: Arvig Enterprises, Inc. Subject: Netting Statement Netting Period: 2nd Half 2021 Total Revenues: Subscriber8%llin; 982,883.00 Total Revenues: Expenses: Subscriber Fee (210,373.89) Management Fe (89,554.98) Fixed Fee (267,643.26) otal Expenses: Net Income (94,143.05) $ 73,159.95 982 ,883.00 572.1 $ 415,310.87 Financial Projections PRELIMINARY Q4 2021 - per Contractual Netting Statements Projected Revenue: Expenses: Subscriber COGS Fixed Cost Cash flow from Operations Management Fee: Fixed Adjusted EBITDA Management Fee: Incentive - 407b Prelim 2021 - 2nd Half $982,883 210,374 267,643 $504,866 89,555 $415, 311 $166,124 Budget 2021- 2nd Half $922,173 $261,837 $294,606 $365,731 $89,555 $276,176 $110,470 Capital Expense Budgeted: (82,966) (133,000) City Cash Flow 166,221 32,705 Variance $60,711 $51,463 $26,963 $139,136 $0 $139,136 Budget 2021- 2nd Half $922,173 $261,837 $294,606 $365,731 $89,555 $276,176 $110,470 (133,000) 32,705 Capital Expense Reports Budget versus Actual 2021 2nd Half Actual Budget Variance HE/CO Equipment 19,244 21,000 $ 11756 Drops 23,250 45,500 $ 22,250 CPE Equipment 40,473 49,000 $ 81527 Road Jobs/Moves 17,500 $ 17,500 $ 82,966 $ 133,000 $ 50,034 2021 2nd Half Capital Budget: 2021 HE /CO Equipment 21,000 Drops - Plowing 45,500 CPE Equipment 49,000 Road Jobs/Moves 17,500 Mapcom - Plant Records - TOTAL - Yearly $ 133,000 2021 Year Actual Budget Variance HE/CO Equipment 22,278 30,000 $ 7,722 Drops 30,565 65,000 $ 34,435 CPE Equipment 85,939 70,000 $ (15,939) Road Jobs/Moves - 25,000 $ 25,000 $ 138,782 $ 190,000 $ 51,218 2021 2nd Half Capital Budget: 2021 HE /CO Equipment 21,000 Drops - Plowing 45,500 CPE Equipment 49,000 Road Jobs/Moves 17,500 Mapcom - Plant Records - TOTAL - Yearly $ 133,000 Delivered by arvig. Marketing 4th Qtr MIN • Website (Oct - Dec): o Number of unique visitors: 3,070, down .5°i°. D Total sessions/visits: 4,461, up 16°x° D Average time on site/page: 2:10, up 49.5°x° D Search keywords bringing customers to our website: fibernet, wifi tv, my wifi tv, fibernet monticello, fiber internet • Search Ads o Impressions:16,534 o Clicks: 727 o Phone Calls: 111 o Search keywords customers are using/clicking: fibernet monticello, charter spectrum cable, internet access providers, internet providers Number of potential customers/existing customers that input their address to see if service was available and the cost via website: o Oct -Dec: ■ Confirmed Address: 808 ■ Select Services: 563 ■ Your Contact Info: 173 ■ Submit: 95 ■ Orders Submitted: 70 o July -Sept: Confirmed Address: 870, Select Services: 532, Your Contact Info: 180, Submit: 97, Order Submitted: 67 o June: 186 o May: 102 o April: 129 o March: 155 o February: 237 o January: 175 • Most popular web/landing pages: Home page, Swan Cam, Gig Offer ?022 promo offer and budget approved: • Up to 1 Gig of Internet service at a for -life price of $70 per month; includes wireless ($15.95/mo FiberCenter), Paperless Billing, AutoPay and a 24 -month agreement. Offer available to new and existing consumers. �reated front invoice messages, direct mail and city inserts. Following is some of the artwork that was used: Don't let life pass you by. Get screaming -fast fiber- internet, and live life at the speed of light. Up to 1Gb (1,000Mb) for $68/mo for life, NOT)ust temporary pricing. A Gig Price For Life'—no hidden fees symmetrical speeds ( %Wood -home WiR included A No bundle required i► Connect 10+ devises at rnce �tsk 10096 Unlimited data about V REE ins-�allv►kio►n.� 763.314A100 ( FlberNetMontlCeilO.corn/GipOAer - - `V Connecting too many users and devices at the same time can lead to slow, sluggish internet. State-of-the-art fiber sends data faster and is more reliable than other platforms. i Up to 1Gb ( 1,000fvib) for $68/mo i • Symmetrical speeds Glg Price For Life =no hidden fees • whole -home WIFI Included out SEE �MjwM �. MTW=�tsk abiv�stallAkiov�� o..,tinr arvig 763.314.0100 I FiberNetMonticello.com/GigOffer • 100%unlimited data i No bundle required � W iQ2 � 04N ted by arvig, YOURTECHNOLOGYTEAM IS HERE FlberNet Internet and Hosted PBX phone rystems offer exactly what you need for your Monticello business because services are customized to fit your needs. Whatever the size of your business—whether you have one location or multiple sites—our broadband connection offers flexibility and control so you can Increase productivity and complete transactions In seconds. Plus with Hosted PBX any phone can become your work phone, allowing you to work from anywhere. We're not Just your Internet and phone provider, we're your business partner. Real Business Benefits: + 7 ODMb, SOOMb, even 1 Gb Internet connections + Video conference without interruptions + Quickly respond to emalls and process payments + Make and receive calls from anywhere with Hosted PBX LE( US HELP 1`OU DEfEHiL]INE THE RIGNT SPEED FOR YDUR BUSINESS. 763.314.0100 � FiborNetMonticello.com brad to IArtaet urs<a a•t>, wma ntxkeau aprlr H�luH+t w I cd.etedby arvig_ DeCen►t��r As 2021 comes to an end, so does this promotion: up to 1 Gb (1,000Mb) of fiber internet—only $68 per month for LIFE. & Price For Llfe•—no hidden fees A. FREE Installation .,a Whole•home WIFI Included 4 N bundle required connect 10+ devices at once 10096 unlimited data R 763.314.0100 I FiberNetMonticello.com/GigOffer Ddwtedbr arvig• City Council Agenda: 2/14/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 2/14/2022 ® 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 $1,772,748.75. 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 0 Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 02/01/2022 - 2:34PM Batch: 00215.01.2022 - Xcel/CPE 215.01.2022 Invoice No Description Amount Payment Date Acct Number Vendor: 2968 BOND TRUST SERV CORP - Wire Transfer 197,925.00 Check Sequence: 1 67854 Series 2011 AGO Refunding Bonds - Principal 195,000.00 01/31/2022 312-47000-460100 67854 Series 2011A GO Refunding Bonds - Interest 2,925.00 01/31/2022 312-47000-461100 Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (02/01/2022 - 2:34 PM) Page 1 Check Total: 197,925.00 Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 2 01/31/2022 5768542-2 - MCC 7,985.26 01/31/2022 226-45126-438100 01/31/2022 8000015233-2 - WWTP 5,833.35 01/31/2022 602-49480-438100 01/31/2022 5788570-9 - Hi Way Liquor 693.36 01/31/2022 609-49754-438100 01/31/2022 5843395-4 - DMV 79.37 01/31/2022 653-41990-438100 01/31/2022 6402462182-9 - Help Center 80.81 01/31/2022 653-41990-438100 01/31/2022 5804618-6 - Parks (Fallon) 16.80 01/31/2022 101-45201-438100 01/31/2022 5821009-7 - Parks 573.98 01/31/2022 101-45201-438100 01/31/2022 5806932-9 - Parks 101.82 01/31/2022 101-45201-438100 01/31/2022 6402123338-8 - 112 W River St 206.43 01/31/2022 101-45201-438100 01/31/2022 6401745330-5 - 349 W Broadway 304.57 01/31/2022 101-45204-438100 01/31/2022 6402504048-2 - 107 Broadway W 98.67 01/31/2022 101-45204-438100 01/31/2022 6402504046-6 - 101 Broadway W 351.28 01/31/2022 101-45204-438100 01/31/2022 5864452-7 - Library 612.26 01/31/2022 101-45501-438100 01/31/2022 5828859-8 - Storage Garage 79.37 01/31/2022 101-41940-438100 01/31/2022 5768542-2 - City Hall 345.31 01/31/2022 101-41940-438100 01/31/2022 8235331-9 - Prairie Center 192.69 01/31/2022 101-41941-438100 01/31/2022 8235333-5 - P.C. (U Fab) 119.19 01/31/2022 101-41941-438100 01/31/2022 11077481-7 - Fire Station 1,617.21 01/31/2022 101-42200-438100 01/31/2022 5837384-6 - Publc Works 1,674.71 01/31/2022 101-43127-438100 01/31/2022 5820786-1 - Public Works 209.06 01/31/2022 101-43127-438100 01/31/2022 5799425-3 - Public Works 490.76 01/31/2022 101-43127-438100 01/31/2022 5799427-9 - Public Works 165.15 01/31/2022 101-43127-438100 01/31/2022 5863599-6 - Animal Shelter 231.08 01/31/2022 101-42700-438100 01/31/2022 5768542-2 - National Guard 172.65 01/31/2022 101-42800-438100 01/31/2022 5768542-2 - Senior Center 129.49 01/31/2022 101-45175-438100 Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (02/01/2022 - 2:34 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/01/2022 - 2:34 PM) Page 2 Check Total: 22,364.63 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 3 ACH Enabled: True 1/25/2022 AARP Supplement/AtYour Best 5.70 01/31/2022 226-45122-430900 Check Total: 5.70 Vendor: 1592 IRS Check Sequence: 4 ACH Enabled: True PR Batch 003 06.12.2021 FICA Employee Portio 39.43 01/24/2022 101-00000-217030 PR Batch 003 06.12.2021 FICA Employee PR Batch 003 06.12.2021 FICA Employer Portio: 39.43 01/24/2022 101-00000-217030 PR Batch 003 06.12.2021 FICA Employer ] PR Batch 00306.12.2021 Medicare Employee Pc 9.22 01/24/2022 101-00000-217030 PR Batch 00306.12.2021 Medicare Emplo,. PR Batch 00306.12.2021 Medicare Employer Pc 9.22 01/24/2022 101-00000-217030 PR Batch 00306.12.2021 Medicare Emplo,. Check Total: 97.30 Vendor: 5646 JACK HENRY & ASSOCIATES, INC. Check Sequence: 5 ACH Enabled: True 3874832 Client Account Fees - Jan 2022 58.32 01/31/2022 226-45122-443980 Check Total: 58.32 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 6 ACH Enabled: True 15963811 Participant Fee - January 2022 36.90 01/31/2022 101-41800-413500 40089476 FSA -Medical 321.43 01/31/2022 101-00000-217300 40089476 FSA- Dependent Care 1,008.01 01/31/2022 101-00000-217200 40094520 FSA- Dependent Care 192.30 01/31/2022 101-00000-217200 40094520 FSA -Medical 349.03 01/31/2022 101-00000-217300 Check Total: 1,907.67 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 7 ACH Enabled: True 1/31/2022 Brain Tree cc fees (Bldg) 90.53 01/31/2022 101-42400-443980 Check Total: 90.53 Vendor: 1565 WELLS FARGO CORP TRUST SERVICE Check Sequence: 8 ACH Enabled: True 1/26/2022 Addt'l Investment to RBC Capital 500,000.00 01/31/2022 955-00000-104010 Check Total: 500,000.00 Vendor: 1585 XCEL ENERGY Check Sequence: 9 ACH Enabled: True 1/31/2022 51-6505909-4 - DMV - Nov use 218.53 01/31/2022 653-41990-438100 1/31/2022 51-6505906-1 - Sewer 1,412.54 01/31/2022 602-49490-438100 1/31/2022 51-6505910-7 - Liquor Store 1,538.13 01/31/2022 609-49754-438100 1/31/2022 Booked to AR -8,136.60 01/31/2022 101-00000-115030 AP -Computer Check Proof List by Vendor (02/01/2022 - 2:34 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1/31/2022 51-6505905-0 - Water 4,992.37 01/31/2022 601-49440-438100 1/31/2022 51 -6505915 -2 -lee Rink 33% 193.25 01/31/2022 601-49440-438100 1/31/2022 51-0395766-0 - Ramsey Pumphouse 3,600.26 01/31/2022 601-49440-438100 1/31/2022 51-13295413-8 - Water 21.44 01/31/2022 601-49440-438100 1/31/2022 51-6572904-0 - WWTP 16,467.01 01/31/2022 602-49480-438100 1/31/2022 51-6505911-8 -MCC 6,697.42 01/31/2022 226-45126-438100 1/31/2022 51-13295413-8-103 Pine St 46.74 01/31/2022 213-46301-438100 1/31/2022 51-4271112-2- Library 935.18 01/31/2022 101-45501-438100 1/31/2022 51-6505915-2 - NSP- Softball 242.40 01/31/2022 101-45203-438100 1/31/2022 51-6505915-2 - NSP- consc/sec. 26.70 01/31/2022 101-45203-438100 1/31/2022 51-0623082-8 - MontiArts 80.07 01/31/2022 101-45204-438100 1/31/2022 51-0013373403-2 - MontiArts 206.98 01/31/2022 101-45204-438100 1/31/2022 ZZZNEP-IMPLEM- 51-6505908-3 17.43 01/31/2022 101-42500-438100 1/31/2022 51-6505912-9 - Animal Shelter 130.18 01/31/2022 101-42700-438100 1/31/2022 51-6505913-0 - Fire Station 1,095.47 01/31/2022 101-42200-438100 1/31/2022 51-9391437-3 - Prairie Center - Nov use 241.01 01/31/2022 101-41941-438100 1/31/2022 Solar Rewards Credit -24,472.78 01/31/2022 101-41310-362140 1/31/2022 51-6505911-8 - City Hall 1,478.65 01/31/2022 101-41940-438100 1/31/2022 51-7780310-4- Bldg.Inspec. G 43.44 01/31/2022 101-41940-438100 1/31/2022 51-6505915-2 - Parks 910.04 01/31/2022 101-45201-438100 1/31/2022 51-0371645-4 - SwanCam 19.68 01/31/2022 101-45201-438100 1/31/2022 51 -6505913 -0 -Parks Barn 547.14 01/31/2022 101-45201-438100 1/31/2022 51-13295413-8 - Parks 21.44 01/31/2022 101-45201-438100 1/31/2022 51-13295413-8 -Streets 21.44 01/31/2022 101-43120-438100 1/31/2022 51-6505914-1 - Shop/Garage 1,073.37 01/31/2022 101-43127-438100 1/31/2022 51-6505911-8 - National Guard 173.96 01/31/2022 101-42800-438100 1/31/2022 51-6505907-2 - Park Lots- auto prot. lights 80.15 01/31/2022 101-43160-438100 1/31/2022 51-6505907-2 - Parking Lots 151.55 01/31/2022 101-43160-438100 1/31/2022 51-6505916-3 - Street Lights 0.00 01/31/2022 101-43160-438100 1/31/2022 51-6505911-8 - Senior Center 347.92 01/31/2022 101-45175-438100 Check Total: 10,422.51 Total for Check Run: 732,871.66 Total of Number of Checks: 9 The preceding list of bills payable was reviewed and approved for payment. Date: 2/14/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (02/01/2022 - 2:34 PM) Page 3 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 02/03/2022 - 8:40AM Batch: 00203.02.2022 - 203.02.2022 Liquor Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 1 ACH Enabled: False 3417455 resale -beer 53.50 02/03/2022 609-49750-425200 3516398 resale- beer 325.30 02/03/2022 609-49750-425200 3516800 resale -beer 279.80 02/03/2022 609-49750-425200 Check Total: 658.60 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 2 ACH Enabled: True 104621200 resale - mix 315.75 02/03/2022 609-49750-425400 104621200 resale -juice 37.00 02/03/2022 609-49750-425500 104621200 freight 1.62 02/03/2022 609-49750-433300 93261500 freight 109.03 02/03/2022 609-49750-433300 93261500 resale -liquor 9,517.43 02/03/2022 609-49750-425100 93261500 resale- wine 184.00 02/03/2022 609-49750-425300 93309200 resale- wine credit inv. # 93261500 -84.00 02/03/2022 609-49750-425300 93309200 freight credit inv. # 93261500 -1.65 02/03/2022 609-49750-433300 93334300 resale -liquor 1,154.25 02/03/2022 609-49750-425100 93351500 resale- liquor 10,101.23 02/03/2022 609-49750-425100 93351500 resale- wine 86.00 02/03/2022 609-49750-425300 93351500 freight 122.03 02/03/2022 609-49750-433300 Check Total: 21,542.69 Vendor: 1067 BERNICK'S Check Sequence: 3 ACH Enabled: False 295475 resale- soda pop 159.69 02/03/2022 609-49750-425400 295476 resale- beer n/a 50.20 02/03/2022 609-49750-425400 295476 resale- beer 1,237.30 02/03/2022 609-49750-425200 297432 resale- soda pop 135.58 02/03/2022 609-49750-425400 297433 resale- beer n/a 50.20 02/03/2022 609-49750-425400 297433 resale- beer 1,630.20 02/03/2022 609-49750-425200 Check Total: 3,263.17 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 4 ACH Enabled: False AP -Computer Check Proof List by Vendor (02/03/2022 - 8:40 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 342665815 resale- liquor 2,923.00 02/03/2022 609-49750-425100 342665815 resale- wine 556.83 02/03/2022 609-49750-425300 342665815 resale- mix 34.13 02/03/2022 609-49750-425400 342665815 freight 48.41 02/03/2022 609-49750-433300 342665816 resale- wine 56.00 02/03/2022 609-49750-425300 342746770 resale- wine 619.86 02/03/2022 609-49750-425300 342746770 resale -liquor 5,438.41 02/03/2022 609-49750-425100 342746770 resale- mix 144.00 02/03/2022 609-49750-425400 342746770 freight 87.59 02/03/2022 609-49750-433300 409361835 freight credit inv. # 342515408 -7.43 02/03/2022 609-49750-433300 409361835 resale- liquor credit inv. # 342515408 -138.00 02/03/2022 609-49750-425100 409361835 resale- wine credit inv. # 342515408 -307.62 02/03/2022 609-49750-425300 1530485 Check Total: 9,455.18 02/03/2022 609-49750-425200 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. 282.50 02/03/2022 Check Sequence: 5 2643321 resale - beer 22,341.21 02/03/2022 609-49750-425200 2643321 resale - beer n/a 192.80 02/03/2022 609-49750-425400 2645897 resale - beer n/a 106.50 02/03/2022 609-49750-425400 2645897 resale - beer 10,452.89 02/03/2022 609-49750-425200 Check Total: 33,093.40 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 6 22652 resale - wine 1,431.00 02/03/2022 609-49750-425300 ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (02/03/2022 - 8:40 AM) Page 2 Check Total: 1,431.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 7 1525508 resale - beer 5,384.20 02/03/2022 609-49750-425200 1525508 resale - beer n/a 89.00 02/03/2022 609-49750-425400 1527140 resale - beer n/a 25.50 02/03/2022 609-49750-425400 1527140 resale - beer 22,683.45 02/03/2022 609-49750-425200 1527145 resale - beer 756.15 02/03/2022 609-49750-425200 1527145 resale - beer n/a 55.20 02/03/2022 609-49750-425400 1528787 resale -beer n/a 28.90 02/03/2022 609-49750-425400 1528787 resale - beer 7,184.55 02/03/2022 609-49750-425200 1528808 resale - beer credit -73.75 02/03/2022 609-49750-425200 1528812 resale - beer credit -51.00 02/03/2022 609-49750-425200 1530485 resale - beer 7,502.25 02/03/2022 609-49750-425200 1530485 resale - beer n/a 282.50 02/03/2022 609-49750-425400 1530498 resale - beer n/a 109.00 02/03/2022 609-49750-425400 1530498 resale - beer 77.85 02/03/2022 609-49750-425200 ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (02/03/2022 - 8:40 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1530727 resale - beer credit -29.75 02/03/2022 609-49750-425200 Check Total: 44,024.05 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 8 ACH Enabled: True 1407428 resale- beer 1,971.95 02/03/2022 609-49750-425200 1410218 resale- beer 727.20 02/03/2022 609-49750-425200 Check Total: 2,699.15 Vendor: 1662 FLAHERTY'S HAPPY TYME COMPANY Check Sequence: 9 ACH Enabled: False 39739 resale - egg nog 118.80 02/03/2022 609-49750-425500 Check Total: 118.80 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 10 ACH Enabled: False 1973751 freight 1.49 02/03/2022 609-49750-433300 1973751 resale - wine 43.80 02/03/2022 609-49750-425300 1974249 resale -beer 76.80 02/03/2022 609-49750-425200 1975628 resale- liquor 3,176.85 02/03/2022 609-49750-425100 1975628 freight 31.37 02/03/2022 609-49750-433300 1975629 freight 38.03 02/03/2022 609-49750-433300 1975629 resale- wine 1,567.77 02/03/2022 609-49750-425300 1977571 resale- liquor 2,500.95 02/03/2022 609-49750-425100 1977571 freight 58.12 02/03/2022 609-49750-433300 1977572 freight 22.36 02/03/2022 609-49750-433300 1977572 resale- wine 968.00 02/03/2022 609-49750-425300 1977868 resale -liquor 358.56 02/03/2022 609-49750-425100 1977868 freight 5.96 02/03/2022 609-49750-433300 1977880 freight 1.49 02/03/2022 609-49750-433300 1977880 resale -liquor 89.64 02/03/2022 609-49750-425100 1978385 resale- liquor 6,252.54 02/03/2022 609-49750-425100 1978385 freight 90.77 02/03/2022 609-49750-433300 1978386 freight 61.08 02/03/2022 609-49750-433300 1978386 resale- wine 2,264.55 02/03/2022 609-49750-425300 1979447 resale- liquor 2,544.75 02/03/2022 609-49750-425100 1979447 freight 26.17 02/03/2022 609-49750-433300 1979448 freight 22.84 02/03/2022 609-49750-433300 1979448 resale- wine 1,106.45 02/03/2022 609-49750-425300 Check Total: 21,310.34 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 11 ACH Enabled: False 153341 resale- liquor 119.00 02/03/2022 609-49750-425100 AP -Computer Check Proof List by Vendor (02/03/2022 - 8:40 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 153341 freight 26.25 02/03/2022 609-49750-433300 153341 resale- wine 1,831.25 02/03/2022 609-49750-425300 Check Total: 1,976.50 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 12 ACH Enabled: True 335278 resale- cigars; tobacco; juice; barware; etc 508.64 02/03/2022 609-49750-425400 335278 resale- cigarettes 1,058.81 02/03/2022 609-49750-425500 Check Total: 1,567.45 Vendor: 5586 MOOSE LAKE BREWING CO. Check Sequence: 13 ACH Enabled: True 124-004 resale -beer 144.00 02/03/2022 609-49750-425200 Check Total: 144.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 14 ACH Enabled: False 183146 resale- wine 352.00 02/03/2022 609-49750-425300 183146 resale -liquor 158.00 02/03/2022 609-49750-425100 183146 freight 10.00 02/03/2022 609-49750-433300 Check Total: 520.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 15 ACH Enabled: False 6336737 freight 33.78 02/03/2022 609-49750-433300 6336737 resale- liquor 2,814.87 02/03/2022 609-49750-425100 6336738 resale- wine 1,566.66 02/03/2022 609-49750-425300 6336738 freight 46.24 02/03/2022 609-49750-433300 6336738 resale- mix 180.00 02/03/2022 609-49750-425400 6339635 freight 21.88 02/03/2022 609-49750-433300 6339635 resale- liquor 2,220.20 02/03/2022 609-49750-425100 6341374 resale- wine 1,731.58 02/03/2022 609-49750-425300 6341374 freight 44.52 02/03/2022 609-49750-433300 656698 resale - liquor credit inv. # 6181746 -2.95 02/03/2022 609-49750-425100 656699 resale - liquor credit inv. #6292562 -2.25 02/03/2022 609-49750-425100 Check Total: 8,654.53 Vendor: 4781 RUE 38 LLC Check Sequence: 16 ACH Enabled: False 12486 resale- wine 456.00 02/03/2022 609-49750-425300 12486 freight 6.00 02/03/2022 609-49750-433300 Check Total: 462.00 AP -Computer Check Proof List by Vendor (02/03/2022 - 8:40 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5523 RUSTECH BREWING COMPANY, LLC Check Sequence: 17 ACH Enabled: True 1092 resale- beer 180.00 02/03/2022 609-49750-425200 Check Total: 180.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 18 ACH Enabled: False 2170091 resale- liquor 4,663.80 02/03/2022 609-49750-425100 2170091 freight 36.52 02/03/2022 609-49750-433300 2170092 freight 36.40 02/03/2022 609-49750-433300 2170092 resale- wine 1,537.08 02/03/2022 609-49750-425300 2172497 resale- liquor 5,941.07 02/03/2022 609-49750-425100 2172497 freight 48.77 02/03/2022 609-49750-433300 2172498 freight 47.60 02/03/2022 609-49750-433300 2172498 resale- wine 2,062.64 02/03/2022 609-49750-425300 Check Total: 14,373.88 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 19 ACH Enabled: True 2780320 resale- soda pop 702.05 02/03/2022 609-49750-425400 Check Total: 702.05 Vendor: 1684 VINOCOPIA Check Sequence: 20 ACH Enabled: True 295786 -CM freight credit -8.00 02/03/2022 609-49750-433300 295786 -CM resale- beer n/a credit -96.00 02/03/2022 609-49750-425400 296230 resale- mix 96.00 02/03/2022 609-49750-425400 296230 resale- wine 1,056.00 02/03/2022 609-49750-425300 296230 resale -liquor 450.13 02/03/2022 609-49750-425100 296230 freight 28.50 02/03/2022 609-49750-433300 296668 resale- mix 48.00 02/03/2022 609-49750-425400 296668 freight 7.50 02/03/2022 609-49750-433300 296668 resale- wine 96.00 02/03/2022 609-49750-425300 Check Total: 1,678.13 Vendor: 1572 THE WINE COMPANY Check Sequence: 21 ACH Enabled: True 194700 resale- wine 656.00 02/03/2022 609-49750-425300 194700 resale -liquor 134.00 02/03/2022 609-49750-425100 194700 freight 11.55 02/03/2022 609-49750-433300 Check Total: 801.55 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 22 ACH Enabled: False 7366103 freight 8.20 02/03/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (02/03/2022 - 8:40 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 7366103 resale- wine 891.30 02/03/2022 609-49750-425300 Check Total: 899.50 Vendor: 1206 WINEBOW INC. Check Sequence: 23 MN00107065 resale- wine 725.00 02/03/2022 609-49750-425300 MN00107065 freight 13.50 02/03/2022 609-49750-433300 MN00107229 freight 4.50 02/03/2022 609-49750-433300 MN00107229 resale - liquor 508.00 02/03/2022 609-49750-425100 Check Total: 1,251.00 Total for Check Run: 170,806.97 Total of Number of Checks: 23 ACH Enabled: True The preceding list of bills payable was reviewed and approved for payment. Date: 2/14/22 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (02/03/2022 - 8:40 AM) Page 6 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Julie.Cheney Printed: 02/09/2022 - 12:48PM Batch: 00205.02.2022 - 205.02.2022 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 58493 UB Jan Invoices (3646) Print, Fold, Stuff, Envel, 844.93 02/15/2022 601-49440-431800 58493 UB Jan Invoices (3646) Print, Fold, Stuff, Envel, 844.93 02/15/2022 602-49490-431800 58493 DMV Insert (3700) 244.38 02/15/2022 653-41990-443990 Check Total: 1,934.24 Vendor: 2820 CITY OF ALBERTVILLE Check Sequence: 2 ACH Enabled: False 20220020 FireDN-CARSRU - 2021 SRU Training - 1/2 190.00 12/31/2021 101-00000-222005 20220020 2021 SRU Training - 1/2 190.00 12/31/2021 101-00000-222005 Check Total: 380.00 Vendor: 1030 ANCOM TECHNICAL CENTER INC Check Sequence: 3 ACH Enabled: False 106133 Engine 12 - install XTL2500 radio 644.86 02/15/2022 101-42200-440500 Check Total: 644.86 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 4 ACH Enabled: False 3518487 resale- beer 63.05 02/15/2022 609-49750-425200 3518884 resale- beer 57.75 02/15/2022 609-49750-425200 Check Total: 120.80 Vendor: 4502 ARVIG Check Sequence: 5 ACH Enabled: True 323149 Dec 2021 FMN expenses - Border States; etc 15,299.70 12/31/2021 656-49877-422990 323149 Dec 2021 FMN expenses - Rath Underground dr 3,100.00 12/31/2021 656-49877-440100 323811 Jan. 2022 FNM expenses- Calix; Border States 17,119.16 02/15/2022 656-49877-422990 Check Total: 35,518.86 Vendor: 5117 ASPEN MILLS Check Sequence: 6 ACH Enabled: False 287494 job shirt; emborid. name; logo - DK 106.40 02/15/2022 101-42200-421120 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 2 Check Total: 106.40 Vendor: 2808 AUTOMATIC SYSTEMS CO Check Sequence: 7 ACH Enabled: False Pay App #5 19C003 CONSTR - 2021 SCADA Improvement 12,934.25 02/15/2022 601-49440-453010 Pay App #5 19C003 CONSTR - 2021 SCADA Improvement 12,934.25 02/15/2022 602-49490-453010 Check Total: 25,868.50 Vendor: 4128 BANNERS.COM Check Sequence: 8 ACH Enabled: False 81121-312 Pole Banners (8) 429.04 12/31/2021 226-45123-421990 Check Total: 429.04 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 9 ACH Enabled: True 1972142 (4) 33 lb. cylinders propane delivered 78.00 02/15/2022 101-43120-421990 1978207 (100) PCA Supreme 5W30; (54) PCAATF D3m 1,992.36 02/15/2022 101-43120-421990 Check Total: 2,070.36 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 10 ACH Enabled: True 104652100 resale - mix 150.00 02/15/2022 609-49750-425400 104652100 freight 0.69 02/15/2022 609-49750-433300 93452200 resale - wine 344.00 02/15/2022 609-49750-425300 93452200 freight 188.91 02/15/2022 609-49750-433300 93452200 resale - liquor 15,779.39 02/15/2022 609-49750-425100 93514500 resale - liquor 144.25 02/15/2022 609-49750-425100 93524600 resale - liquor 2,003.25 02/15/2022 609-49750-425100 Check Total: 18,610.49 Vendor: 1067 BERNICK'S Check Sequence: 11 ACH Enabled: False 300021 resale- beer credit -45.00 02/15/2022 609-49750-425200 300022 resale- soda pop 58.74 02/15/2022 609-49750-425400 300023 resale- beer n/a 50.20 02/15/2022 609-49750-425400 300023 resale- beer 1,358.95 02/15/2022 609-49750-425200 300024 Credit for Outdated Product - Pop & Gatorade -17.44 02/15/2022 226-45125-425410 300025 Resale - Pop, Water, Gatorade, 468.55 02/15/2022 226-45125-425410 Check Total: 1,874.00 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 12 ACH Enabled: False 3551 Clean Tap Beer Lines (2) 50.00 02/15/2022 226-45123-431990 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 3 Check Total: 50.00 Vendor: 3777 TOWN OF BIG LAKE Check Sequence: 13 ACH Enabled: False 2022-05 2022 CMRP Partnership Dues 7,143.00 02/15/2022 101-41310-443300 Check Total: 7,143.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 14 ACH Enabled: False 0282886 21C005 - Sewer Comp Plan 1,624.00 12/31/2021 602-49490-431990 Check Total: 1,624.00 Vendor: 1079 BOYER TRUCKS ROGERS Check Sequence: 15 ACH Enabled: True 00354027 #116 - troubleshoot error codes; instl. drive shaft 913.17 02/15/2022 101-43120-440500 Check Total: 913.17 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 16 ACH Enabled: False 34283362 resale- liquor 4,498.94 02/15/2022 609-49750-425100 34283362 resale- mix 60.22 02/15/2022 609-49750-425400 34283362 resale- wine 552.08 02/15/2022 609-49750-425300 34283362 freight 66.29 02/15/2022 609-49750-433300 Check Total: 5,177.53 Vendor: 5209 BRITZ STORE EQUIPMENT, INC Check Sequence: 17 ACH Enabled: False 112823 (106) asst.shelving for coolers; freight 3,838.16 02/15/2022 609-49754-424100 Check Total: 3,838.16 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 18 ACH Enabled: True 2348-000OG 233 Public Works Admin - Dec 2021 48.00 12/31/2021 101-43110-431990 2348-000OG 233 202137 - Monti Lakes/Business Center 8thAddil 480.00 12/31/2021 101-00000-220110 2348-000OG 233 General Admin - Dec 2021 2,129.54 12/31/2021 101-41610-430400 2348-OOOIG 146 Building Code Enforcement Services - Dec 2021 391.19 12/31/2021 101-42400-430400 2348-0155G 35 16C006 - Bluffs in Monticello Assessment Appe 3,088.80 12/31/2021 400-43300-430400 2348-0178G 6 21D006 - Stony Brook Village Plat - Dec 2021 592.40 12/31/2021 101-00000-220110 2348-0180G 2 202137 - Monticello Business Center 8thAdditic 475.00 12/31/2021 101-00000-220110 2348-0181G 2 Ocello LLCNacant Lane/PW Facility - Dec 202 1,173.00 12/31/2021 101-43110-431990 Check Total: 8,377.93 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 19 ACH Enabled: True 2648401 resale- beer 12,377.64 02/15/2022 609-49750-425200 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2648401 resale- beer n/a 234.40 02/15/2022 609-49750-425400 Check Total: 12,612.04 Vendor: 1103 CENTRAL HYDRAULICS INC Check Sequence: 20 ACH Enabled: False 73839 (2) female JIC 37 swivel; (77.50) hose 161.21 02/15/2022 101-43120-422100 Check Total: 161.21 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 21 ACH Enabled: True 0000155262 Monthly Tank Rental 65.00 02/15/2022 226-45124-421600 0000541870 Bulk Carbon Dioxide (466 lbs) 133.97 02/15/2022 226-45124-421600 142767 (2) high pressure medium 9.30 12/31/2021 101-43127-421990 Check Total: 208.27 Vendor: 3904 CENTURY COLLEGE Check Sequence: 22 ACH Enabled: False 940736 (2) Haz. Material Op. Training - JP; CV 870.00 02/15/2022 101-42200-433100 Check Total: 870.00 Vendor: 3904 CENTURY COLLEGE Check Sequence: 23 ACH Enabled: False 751167 (2) Haz. Material Op. books - JP; CV 230.00 02/15/2022 101-42200-433100 Check Total: 230.00 Vendor: 5718 COLLINS BROTHERS TOWING OF ST. CLO Check Sequence: 24 ACH Enabled: False 22-94507 #116 tow 300.00 02/15/2022 101-43120-443990 Check Total: 300.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 25 ACH Enabled: True 1506914 resale - beer credit -54.70 12/31/2021 609-49750-425200 1532425 resale- beer n/a 68.20 02/15/2022 609-49750-425400 1532425 resale- beer 4,527.75 02/15/2022 609-49750-425200 1532518 resale- beer credit -152.03 02/15/2022 609-49750-425200 1534202 resale- beer 442.65 02/15/2022 609-49750-425200 1534421 resale- beer credit -23.00 02/15/2022 609-49750-425200 Check Total: 4,808.87 Vendor: 5898 DAKOTA SUPPLY GROUP - MONTICELLO Check Sequence: 26 ACH Enabled: False 2/4/22 replacement mailbox - damage from snowplow 64.48 02/15/2022 101-43120-421990 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 5 Check Total: 64.48 Vendor: 1131 DAMA METAL PRODUCTS INC Check Sequence: 27 ACH Enabled: False 15920 S-3 Model F.D. Key Box w/Tamper SW (13) 2,412.00 02/15/2022 101-42400-421990 Check Total: 2,412.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 28 ACH Enabled: True 1412854 resale- beer 3,020.20 02/15/2022 609-49750-425200 Check Total: 3,020.20 Vendor: 4010 MARILYN DIRKSWAGER Check Sequence: 29 ACH Enabled: False 193 Jan & Feb Programs: Crafts & Story Time (12) 420.00 02/15/2022 101-00000-220150 Check Total: 420.00 Vendor: 1147 DOUBLE D ELECTRIC INC Check Sequence: 30 ACH Enabled: False 27004 Exterior Lighting @ Animal Control - Replace P 118.11 02/15/2022 701-00000-440100 Check Total: 118.11 Vendor: 5061 EAGLE ENGRAVING INC. Check Sequence: 31 ACH Enabled: False 2022-546 (2) engraved sm. sign; (2) dbl. stick runt. tape 19.30 02/15/2022 101-42200-421990 Check Total: 19.30 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 32 ACH Enabled: True 872866 PH Zoning Map Ad# 1197912 149.22 02/15/2022 101-41910-435100 872867 202204 - PH Rustech CUP for Cross Easement? 186.14 02/15/2022 101-41910-435100 875829 22C001 -PH Sidewalk Improvements Ad# 119' 241.52 02/15/2022 400-43300-459023 875830 Ordinance #768 Ad# 1200914 130.76 02/15/2022 101-41410-435100 875831 21TOO 1 -PH TIF 1-42 Ad# 1201522 241.52 02/15/2022 101-00000-220110 875832 21TOO 1 - PH TIF 1-43 Ad# 1201530 241.52 02/15/2022 101-00000-220110 Check Total: 1,190.68 Vendor: 2154 FEDERATED CO-OPS INC Check Sequence: 33 ACH Enabled: True 976410 (75.10) propane 127.59 02/15/2022 101-45201-421990 Check Total: 127.59 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 34 ACH Enabled: False 488983 resale- (6) LF 5/8 x 3/4 T10 meter R900I usg 1,554.00 02/15/2022 601-49440-422710 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 6 Check Total: 1,554.00 Vendor: 1198 GENERAL RENTAL CENTER OF MONTICEI Check Sequence: 35 ACH Enabled: False 286491 Staging Rental for 2021 Art in the Park 114.00 12/31/2021 226-45127-431990 Check Total: 114.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 36 ACH Enabled: True 2010602 Jan 2022 (71) tickets - 1/2 Water 47.93 02/15/2022 601-49440-432770 2010602 Jan 2022 (71) tickets - 1/2 Sewer 47.92 02/15/2022 602-49490-432770 Check Total: 95.85 Vendor: 1205 GRAINGER INC Check Sequence: 37 ACH Enabled: False 9198420193 (6) universal coupling 39.30 02/15/2022 101-43120-421990 Check Total: 39.30 Vendor: 5482 GRANITE ELECTRONICS, INC. Check Sequence: 38 ACH Enabled: False 150010791-2 Loader - install 2 -way radio 1,106.50 02/15/2022 703-00000-165010 Check Total: 1,106.50 Vendor: 2895 GREATER MN PARKS AND TRAILS Check Sequence: 39 ACH Enabled: False 2022 Membership 2022 Annual Membership Dues 225.00 02/15/2022 101-45201-443300 Check Total: 225.00 Vendor: 5901 HARDLINE NORTH LLC Check Sequence: 40 ACH Enabled: False 15103 2021 Loader - automatic grease pump installed 8,129.00 02/15/2022 703-00000-165010 Check Total: 8,129.00 Vendor: 1232 HILLYARD INC MINNEAPOLIS Check Sequence: 41 ACH Enabled: False 604616200 Nutra Rinse (4 gal) 150.20 02/15/2022 701-00000-421990 Check Total: 150.20 Vendor: 4650 JASEN HOGLUND Check Sequence: 42 ACH Enabled: False 01128 custom lettering (4) number sets 30.00 02/15/2022 101-45201-421990 Check Total: 30.00 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 43 ACH Enabled: True AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 0065510 -IN Cross Connection Control Program - Insp & Rpt 741.00 02/15/2022 601-49440-431990 Check Total: 741.00 Vendor: 2113 I-94 WEST CORRIDOR COALITION Check Sequence: 44 ACH Enabled: False 2005 2022 Membership Dues 7,227.50 02/15/2022 101-43111-443300 Check Total: 7,227.50 Vendor: 5444 J & G HOLDINGS Check Sequence: 45 ACH Enabled: True 3716 Feb 2022 cleaning - split Fire/Law Enforcement 560.00 02/15/2022 701-00000-431100 Check Total: 560.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 46 ACH Enabled: False 183958 resale- wine credit inv. # 1952359 -13.79 12/31/2021 609-49750-425300 183959 resale- wine credit inv. # 1956926 -16.15 12/31/2021 609-49750-425300 183960 resale- wine credit inv. # 1960819 -10.35 12/31/2021 609-49750-425300 183961 resale- wine credit inv. # 1964499 -6.11 12/31/2021 609-49750-425300 184262 resale- wine credit inv. # 1960819 -20.70 12/31/2021 609-49750-425300 185133 resale- wine credit inv. # 1922042 -198.50 12/31/2021 609-49750-425300 185133 freight credit inv. # 1922042 -2.98 12/31/2021 609-49750-433300 1982284 freight 14.90 02/15/2022 609-49750-433300 1982284 resale- wine 523.20 02/15/2022 609-49750-425300 1982917 freight 84.46 02/15/2022 609-49750-433300 1982917 resale- liquor 5,718.37 02/15/2022 609-49750-425100 1982918 freight 58.11 02/15/2022 609-49750-433300 1982918 resale- wine 2,377.20 02/15/2022 609-49750-425300 1982918 resale- wine n/a 44.95 02/15/2022 609-49750-425400 1984385 freight 51.35 02/15/2022 609-49750-433300 1984385 resale- liquor 5,559.66 02/15/2022 609-49750-425100 1984386 freight 47.83 02/15/2022 609-49750-433300 1984386 resale- wine 1,708.85 02/15/2022 609-49750-425300 Check Total: 15,920.30 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 47 ACH Enabled: False MN190-00001 General Services - PW Facility - Dec 2021 42.00 12/31/2021 101-41610-430400 MN190-00101 General EDA- Dec 2021 210.00 12/31/2021 213-46301-430400 MN325-00006 General EDA - Dec 2021 25.40 12/31/2021 213-46301-430400 MN325-00045 113 West Broadway - Dec 2021 3,916.80 12/31/2021 213-46301-430400 Check Total: 4,194.20 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 48 ACH Enabled: False 154654 resale - wine 1,748.25 02/15/2022 609-49750-425300 154654 freight 21.25 02/15/2022 609-49750-433300 Check Total: 1,769.50 Vendor: 5839 KRIS ENGINEERING, INC. Check Sequence: 49 ACH Enabled: False 35915 plow - (3) 4' edge; (3) back support; (2) bumper; 1,770.08 12/31/2021 101-43125-422100 Check Total: 1,770.08 Vendor: 3829 STEVE LANGANKI Check Sequence: 50 ACH Enabled: True 1504 Jan 2022 - porta toilet rental service 760.75 02/15/2022 101-45201-431901 Check Total: 760.75 Vendor: 5285 LAWSON PRODUCTS, INC. Check Sequence: 51 ACH Enabled: False 9309182356 (3) drill bits s/ flats; (10) plow bolt; (25) connect 482.97 02/15/2022 101-43127-421990 9600114483 return order #7941253 - ratcheting crimp tool -76.87 12/31/2021 101-45201-421990 9600114484 return order #7998077- hex nut 100ct; (2) 25ct q -70.19 12/31/2021 101-45201-421990 Check Total: 335.91 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 52 ACH Enabled: False 357706 2022 Annual MN Cities Stormwater Coalition C 780.00 02/15/2022 652-49880-443300 Check Total: 780.00 Vendor: 1296 LITTLE FALLS MACHINE INC Check Sequence: 53 ACH Enabled: False 363191 Buffe stop assy; rubber buffer stop; etc 244.77 02/15/2022 101-43125-422100 Check Total: 244.77 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 54 ACH Enabled: True 1955 Business Cards (WK) (500) 77.75 02/15/2022 101-42400-421990 Check Total: 77.75 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 55 ACH Enabled: True 22952158 (955) gal. diesel @ $3.20 3,059.43 02/15/2022 101-43120-421200 22952164 (739) gal. unleaded @ $2.78 2,057.11 02/15/2022 101-43120-421200 Check Total: 5,116.54 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 56 ACH Enabled: True AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 463975870 12/24/21 - 1/24/22 - Contract Payment 1,402.27 02/15/2022 702-00000-431990 Check Total: 1,402.27 Vendor: 5902 CHARLES MAUE Check Sequence: 57 ACH Enabled: False 2/8/2022 Escrow Refund - Ellison House Improvements 20,000.00 02/15/2022 101-00000-220110 Check Total: 20,000.00 Vendor: 2111 MCFOA Check Sequence: 58 ACH Enabled: False 2/7/2022 Clerk Conference Registration 3/22 - 3/25/22 325.00 02/15/2022 101-41410-433100 Check Total: 325.00 Vendor: 5719 MIDWEST SOUND AND STAGE INC Check Sequence: 59 ACH Enabled: False 1524 Down Payment for Staging 2022 Music on the Iv 1,125.00 02/15/2022 226-45127-431990 Check Total: 1,125.00 Vendor: 1363 MN STATE FIRE DEPARTMENT ASSOC Check Sequence: 60 ACH Enabled: False 2022 Dues 2022 MSFDA Membership Dues 375.00 02/15/2022 101-42200-443300 Check Total: 375.00 Vendor: 1370 MONTICELLO DEPUTY REG #002 Check Sequence: 61 ACH Enabled: False 1/26/2022 License Tab Renewal - Bldg Insp - 2021 Jeep Re 19.25 02/15/2022 101-42400-443700 Check Total: 19.25 Vendor: 1389 MPSTMA Check Sequence: 62 ACH Enabled: False 2/8/2022 2022 MN Parks & Sports Turf Mgrs Assoc Mem 100.00 02/15/2022 101-45201-443300 Check Total: 100.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 63 ACH Enabled: True 1326182-00 2022 Torro7200 mower 20,464.16 02/15/2022 703-00000-165010 1326185-00 2022 Torro7200 mower 20,464.16 02/15/2022 703-00000-165010 Check Total: 40,928.32 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 64 ACH Enabled: True 4065 Solar Rebate Program - Xcel Energy 23,773.43 12/31/2021 101-41310-443992 Check Total: 23,773.43 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 65 ACH Enabled: True 62222 Balddor Motor - Replace Bearings, Install Grour 403.02 02/15/2022 701-00000-440100 62223 Baldor Reliance Motor - Install Bearings & Grot 397.02 02/15/2022 701-00000-440100 62240 Repair Leaking Boiler Pump Seal 842.09 02/15/2022 701-00000-440100 Check Total: 1,642.13 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 66 ACH Enabled: True 3515285 (2) lg. cylinder rentals 29.95 02/15/2022 101-43127-421990 3515720 (1) lg.; (2) med. monthly cylinder rentals - Park: 44.92 02/15/2022 101-45201-421990 8503334 (33) lb. copper coated ER70s-6; (2) safety glasse 119.92 02/15/2022 101-43127-421990 Check Total: 194.79 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 67 ACH Enabled: True 912875 Food for Concession Resale @ MCC 507.58 02/15/2022 226-45125-425410 Check Total: 507.58 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 68 ACH Enabled: False 6343433 resale- liquor 1,547.10 02/15/2022 609-49750-425100 6343433 freight 24.75 02/15/2022 609-49750-433300 6343434 freight 41.25 02/15/2022 609-49750-433300 6343434 resale- wine 1,512.14 02/15/2022 609-49750-425300 6345131 freight 19.80 02/15/2022 609-49750-433300 6345131 resale- liquor 810.00 02/15/2022 609-49750-425100 Check Total: 3,955.04 Vendor: 1428 PINNACLE PUBLISHING, LLC Check Sequence: 69 ACH Enabled: False 23435 2022 Directory Advertising - City Hall 324.00 02/15/2022 101-41310-435100 23438 2022 Directory Advertising - Hi Way Liquor 446.40 02/15/2022 609-49754-434990 Check Total: 770.40 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 70 ACH Enabled: False 1121 Cleaning Services - Jan 2022 12,570.00 02/15/2022 701-00000-431100 Check Total: 12,570.00 Vendor: 5899 PROGRESSIVE DEVELOPMENT & CONSTR Check Sequence: 71 ACH Enabled: False 566 PW Fac - Topo, Boundary, Wetland Work, Alta £ 17,675.00 12/31/2021 401-43300-453010 Check Total: 17,675.00 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 72 ACH Enabled: False 2/3/2022 Community Development Pkgs (2) 47.50 02/15/2022 101-41910-432200 2/3/2022 Postage for Title Registrations, Plates, etc. DMV 134.68 02/15/2022 653-41990-432200 Check Total: 182.18 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 73 ACH Enabled: False E0097714 2022 JD 324L base loader; trade-in case 570 82,568.63 02/15/2022 703-00000-165010 Check Total: 82,568.63 Vendor: 1455 RED'S MARATHON Check Sequence: 74 ACH Enabled: False Dec. 21 -Streets #116 - diesel 165.02 12/31/2021 101-43120-421200 Jan 22 - Street off road diesel 48.40 02/15/2022 101-43120-421200 Check Total: 213.42 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 75 ACH Enabled: True A41406 Re Pin Cylinder @ City Hall Main Front Door 125.00 02/15/2022 701-00000-440100 A41464 Replace Dials on Drop Safe @ Hi Way Liquor (? 995.00 02/15/2022 609-49754-440990 A41465 Keys Cut (7) 50.00 02/15/2022 701-00000-421990 A41495 Install New Lock on Safe Room Door @ DMV 322.00 02/15/2022 701-00000-421990 Check Total: 1,492.00 Vendor: 2016 SCENIC SIGN CORPORATION Check Sequence: 76 ACH Enabled: False 48559 Final Payment New DMV Sign 8,871.00 02/15/2022 653-00000-165010 Check Total: 8,871.00 Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSIC Check Sequence: 77 ACH Enabled: False 1/12/2022 Cable Franchise Fees - TDSBridgewater - Qtr 4 9,445.41 12/31/2021 101-00000-208020 1/13/2022 Cable PEG Fees - TDSBridgewater - Qtr 4 2021 1,496.03 12/31/2021 101-00000-208020 Check Total: 10,941.44 Vendor: 5900 SIGN SOLUTIONS USA, LLC Check Sequence: 78 ACH Enabled: False 400322 asst. speed limit & pedestrian signs 7,728.33 02/15/2022 101-43120-422600 Check Total: 7,728.33 Vendor: 5896 JOEL SISSON Check Sequence: 79 ACH Enabled: False G1owParade #1 Glow Parade Grant Proj - #1 of 2 -75% of $7500 5,625.00 02/15/2022 101-45204-431990 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 12 Check Total: 5,625.00 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 80 ACH Enabled: True Feb 1st Semi Monthly Contract Payment 1,622.25 02/15/2022 101-42700-431200 Check Total: 1,622.25 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 81 ACH Enabled: False 2175080 resale- liquor 4,405.08 02/15/2022 609-49750-425100 2175080 freight 41.53 02/15/2022 609-49750-433300 2175081 freight 27.30 02/15/2022 609-49750-433300 2175081 resale - wine 1,310.24 02/15/2022 609-49750-425300 Check Total: 5,784.15 Vendor: 4874 SPLASH SCHOOL LLC Check Sequence: 82 ACH Enabled: False 4828 Water Safety Instruction (7) (1/14 - 1/16/22) 1,575.00 02/15/2022 226-45124-431990 Check Total: 1,575.00 Vendor: 5848 HAYDEN STENSGARD Check Sequence: 83 ACH Enabled: True 2/2/2022 Mileage Reimbursement (97.4 miles) 56.98 02/15/2022 101-41910-433100 Check Total: 56.98 Vendor: 4006 SUMMIT FIRE PROTECTION Check Sequence: 84 ACH Enabled: False 150009121 Fire Extinguishers (5) - New DMV Location 587.50 12/31/2021 701-00000-424100 Check Total: 587.50 Vendor: 4589 THE ARBITRAGE GROUP INC Check Sequence: 85 ACH Enabled: True 85253 2011A Bonds Report (10/19/11 - 2/1/22) 750.00 02/15/2022 312-47000-431990 Check Total: 750.00 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 86 ACH Enabled: True 71730317 carbide grit hole saw kit 331.64 02/15/2022 101-43127-421990 71730357 trailer cable; jacketed primary wire; hose clamp 1 631.57 02/15/2022 101-43127-421990 71731749 (20) Inferno cutoff wheel 109.80 02/15/2022 101-43127-421990 Check Total: 1,073.01 Vendor: 2614 TITAN MACHINERY Check Sequence: 87 ACH Enabled: False 16558793 GP hydraulic cooler 886.43 02/15/2022 101-43120-422100 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 13 Check Total: 886.43 Vendor: 1524 TK ELEVATOR Check Sequence: 88 ACH Enabled: True 3006425611 Elevator Maint Agreement (2/1/22 - 4/30/22) 678.21 02/15/2022 701-00000-431900 Check Total: 678.21 Vendor: 5505 TWIN STAR EQUIPMENT & MFG CO Check Sequence: 89 ACH Enabled: False 4077 (10) ultra bright LED flood lights 555.00 02/15/2022 101-43120-422110 Check Total: 555.00 Vendor: 1544 US POSTAL SERVICE Check Sequence: 90 ACH Enabled: False 2/7/2022 PI 42 - UB Feb Billing (3635 pcs) (1/2) 837.87 02/15/2022 601-49440-432200 2/7/2022 PI 42 - UB Feb Billing (3635 pcs) (1/2) 837.87 02/15/2022 602-49490-432200 Check Total: 1,675.74 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 91 ACH Enabled: True 9000016491 Feb 2022 - WWTP Operations & Maintenance 63,809.50 02/15/2022 602-49480-430800 9000016491 Feb 2022 - WWTP Operations & Maintenance - 1,250.00 02/15/2022 602-49480-430800 Check Total: 65,059.50 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 92 ACH Enabled: True 2855936 resale- soda pop 473.05 02/15/2022 609-49750-425400 Check Total: 473.05 Vendor: 1684 VINOCOPIA Check Sequence: 93 ACH Enabled: True 297169 resale- wine 304.00 02/15/2022 609-49750-425300 297169 freight 10.00 02/15/2022 609-49750-433300 297169 resale- liquor 72.00 02/15/2022 609-49750-425100 Check Total: 386.00 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 94 ACH Enabled: False 8897 Jan 2022 - Water Testing 255.00 02/15/2022 601-49440-431990 Check Total: 255.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 95 ACH Enabled: False 10452 ZPARKS-ELREST - (5) pedestals 2,125.00 02/15/2022 400-43300-453010 10458 Parts - Ballast, Wire Nuts (6) 27.08 02/15/2022 226-45126-440100 AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 10458 Labor - Repair Motor Equipment in Pool Room 10458 Labor - Repair Light Fixture in Bridge Room Check Total Vendor: 1577 Check Total: Vendor: 5635 WK & ASSOCIATES LLC Feb Monthly Storage Rent (1/3) Feb Monthly Storage Rent (1/3) Feb Monthly Storage Rent (1/3) Check Total Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH 2/9/2022 Court Fines & Fees - Jan 2022 A21 Audit Verification Form February Feb 2022 - Deputies Contract January Jan 2022 - Deputies Contract 02/15/2022 Check Total: Vendor: 1581 WRIGHT CO RECORDER IA 20220000001 202146 - CUP A# 1497675 IA 20220000001 202145 - CUP A# 1497684 IT 20220000001 202146 - CUP T# 35860 Check Sequence: 97 Check Total: Vendor: 1584 WSB & ASSOCIATES INC R011744-000 38 16C001 PHASE 1 - BCOL Phase 1 Design - Dec R014468-000 7 202147 - Kjellberg Firm Ground Apts Plan Revii R016914-000 8 2021 General Engineering Services - Dec 2021 R017007-000 11 21D002 - Weinand Edmonson Ridge PUD Prelir R017360-000 9 2021 WCA Services - Dec 2021 R017641-000 12 2021 Economic Development Services - Dec 20. R017894-000 5 202110 - Chelsea Commons Townhome PUD Pl, R017991-000 7 202041 - Chelsea Commons Project- Dec 2021 R018674-000 5 County Ditch 33 Feasibility Study - Dec 2021 R019102-000 4 21 C008 - Otter Creek & Karlsburger Pond & Str R019194-000 3 21C010 - Shovel Ready Site Certification - Dec R019295-000 3 21 C009 - Otter Creek Industrial Park Area Plattij R019376-000 2 21C007 - The Pointes at Cedar - Dec 2021 R019573-000 1 22C003 - School Blvd SRTS Project - Dec 2021 R019837-000 1 202151 - Nelson Subdivision PUD - Dec 2021 85.00 02/15/2022 226-45126-440100 85.00 02/15/2022 701-00000-440100 2,322.08 Check Sequence: 96 200.00 02/15/2022 101-45201-443990 200.00 02/15/2022 101-43120-443990 200.00 02/15/2022 101-43125-443990 600.00 Check Sequence: 97 2,599.86 02/15/2022 101-42100-430410 150.00 02/15/2022 101-41520-443990 133,176.33 02/15/2022 101-42100-430500 133,176.33 02/15/2022 101-42100-430500 269,102.52 Check Sequence: 98 46.00 02/15/2022 101-41910-443990 46.00 02/15/2022 101-41910-443990 46.00 02/15/2022 101-41910-443990 138.00 Check Sequence: 99 552.00 12/31/2021 404-45202-453011 174.00 12/31/2021 101-00000-220110 1,474.00 12/31/2021 101-43111-431990 973.00 12/31/2021 101-00000-220110 391.25 12/31/2021 101-43111-430300 850.00 12/31/2021 213-46301-431993 1,834.00 12/31/2021 101-00000-220110 4,942.50 12/31/2021 101-41910-431990 6,586.25 12/31/2021 101-43111-431990 10,838.75 12/31/2021 652-49880-430300 6,211.50 12/31/2021 101-41910-430300 16,127.00 12/31/2021 101-41910-430300 26,532.25 12/31/2021 400-43300-453010 1,209.50 12/31/2021 400-43300-459024 1,622.25 12/31/2021 101-00000-220110 ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 80,318.25 Total for Check Run: 869,070.12 Total of Number of Checks: 99 The preceding list of bills payable was reviewed and approved for payment. Date: 2/14/22 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (02/09/2022 - 12:48 PM) Page 15 City Council Agenda: 2/14/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 02/14/2022 ® 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 Tate Steinhoff Clerk Liquor Store 1/17/22 PT Kaylee Styrbicky Slide Attendant MCC 1/18/22 PT Logan Styrbicky Slide Attendant MCC 1/19/22 PT Debra Meyer Guest Service MCC 1/27/22 PT Nevaeh Baune WSI MCC 1/27/22 PT Lindsey Nelson WSI MCC 2/1/22 PT Jennifer Owens Guest Service MCC 2/3/22 PT Gary Carlson Building Custodian MCC 2/8/22 FT Bob Copeland* Water/Sewer Foreman Public Works 2/15/22 FT Erik Heuring Park Maintenance Operator Parks 2/22/22 FT Diane Yanta* Receptionist/Office Asst. City Hall TBD PT Name * Promotion TERMINATING EMPLOYEES Reason New Hire and Terms City Council 2022: 2/8/2022 Department Last Day Worked Class New Hire and Terms City Council 2022: 2/8/2022 City Council Agenda: 2/14/2022 2C. Consideration of approving the sale of Park & Recreation Department surplus property Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 2/14/2022 ❑x Consent Agenda Item Reviewed by: Approved by: N/A City Administrator Motion to approve the sale of Park & Recreation Department items. REFERENCE AND BACKGROUND The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. The Park & Recreation Department is selling two mowers that have been replaced and a 2000 Dodge truck via post -a -bid. I. Budget Impact: The value of the equipment. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of sale of surplus property. SUPPORTING DATA A. Surplus List B. Photos Equipment/Supplies Surplus List Department: Parks Department 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. 2000 Dodge Truck ($4,000-$5,000) B. Two (2) 2013 Toro 7200 Mowers ($3,500 each) C. 6. $1,000 - $2,500 A. B. C. 7. $100 - $1,000 A. B. C. 8. $0-$100 A. B. C. Date:2/14/22 m tv% OEM LAIL '- , .1 __Oda �S'•r jjmr:. el 204 40 City Council Agenda: 02/14/2022 2D. Consideration of approving an upgrade to the security camera systems at Hi -Way Liquors and the Monticello Community Center for a not -to -exceed amount of $70,598.20. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 02/14/2022 ® Consent Agenda Item Reviewed by: Approved by: IT Technician City Administrator ACTION REQUESTED Motion to approve an upgrade to the security camera systems at Hi -Way Liquors and the Monticello Community Center for a not -to -exceed amount of $70,598.20. REFERENCE AND BACKGROUND The safety of staff and the public is a City priority when evaluating investments in security technology. Staff is committed to balancing cost-effective solutions with the value of a high- quality, reliable system. In addition, staff believes in the merits of consistent technology across the various City facilities and have been gradually implementing a city-wide transition to a unified system since 2019. The first step toward the new system was during the construction of the new fire station and emergency operations center (EOC). The City selected Russell Security Resource, Inc. (Russell's) to provide secure technology for the facility, including all camera hardware and system software. The second step of the transition was completed in 2021 during the DMV relocation; the City used the same vendor for required security at the new location. Staff recommends continuing the transition with the planned security camera upgrades at Hi -Way Liquors and the Monticello Community Center. Given a vendor has already been established, staff requested a quote from Russell's for the scope of work rather than obtaining quotes from multiple vendors. The liquor store's camera system was built by the City's previous contracted IT vendor several years ago. While the system is operational, the aging system has experienced interruptions during the past year and a half. Staff has been able to restore the system so far, but the current break -fix cycle is not ideal. In addition, advancements in IT technology since the system was installed mean an upgrade will ensure an optimal system. As part of the upgrade, 24 cameras will be installed, 3 of which will be outside of the facility. Of the 21 proposed to be installed inside the store, 19 are replacement cameras for existing locations and 2 are new locations to provide views currently unavailable. 6 of the internal cameras will be advanced enough to review transactions over the checkout counters. City Council Agenda: 02/14/2022 The community center's security cameras are in more immediate need of replacement. Reliable cameras are needed to monitor activity throughout the facility, ensuring the safety of City employees and patrons. The proposed upgrade will provide a maximum of 48 cameras: 10 exterior locations and 38 interior locations. Of the interior cameras, installation includes: 8 - fitness and gym area 1- Warehouse fitness room 4 - pool and party room area 4 - check-in counter and climbing wall 1 - Boom Island Room 2 - Bridge and Mississippi meeting rooms 1 - Senior Center 5 - along the main hallways 2 - hallway along the meeting rooms facing Walnut Street. The new system will also add 3 cameras in the City Hall lobby and employee entrance to add coverage in priority areas. The attached quote includes 5 additional cameras (circled in red on the supporting map) that were originally included, but staff determined these are not a priority at this time, so the quote from Russell's will be reduced. One (1) of the eliminated cameras may be added in the pool area to ensure all angles are covered as the vendor installs the equipment. I. Budget Impact: $70,598.20 in the IT Fund. The IT Fund has built up a modest level of reserves which will be used to fund this purchase up front, and charges will be billed back to the benefitting funds over time. $60,000 was budgeted in 2022 for this purchase, but the charges to the Liquor Fund and the Community Center Fund will be adjusted in 2022-2026 to reflect the actual cost of the purchase. II. Staff Impact: Upgrading the security camera system and adding additional camera angles will create a safer environment in and around the liquor store and community center facilities. Additionally, should an issue arise with the system, city staff will be more familiar with the system and will be able to troubleshoot more quickly. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of an upgrade to the security camera systems at the liquor store and community center for a not -to -exceed amount of $70,598.20. SUPPORTING DATA A. Quotes— Russell's Security Resource, Inc. B. Camera Placement Map R"4e& L LOCK -gv ►imrted Q �i■ R Snlutian5 Name / Address City of Monticello 505 Walnut Street Monticello, MN 55362 *Monticello Community Center Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 1/26/2022 5380 Qty Description ............................................:.....................................................................................................................................................................................................................................E :Job: Install a total of 48 surveillance cameras at the Monticello Community Center. 10 exterior and 38 interior cameras to address the needs specified for the project. Recording and camera equipment will be compatible with other City wide recorders for universal access. 1 ': Avycon NVR up to 64 cameras 4 i 16TB Hard Drive 1 360° camera and mounting hardware (pool area) 1 5MP 180° camera (climbing wall) 36 € 4 MP Eyeball Camera 10:: 4MP Outdoor Bullet Varifocal with IR (exterior cameras) 14:: Junction box (exterior and gym cameras) 3 24 port patch panel 48 Cat 6 Jacks 48 Patch Cables 1 Cat6 Plenum Eco Blue 1Labor, Installation, Wiring, System Integration/Set Up and Training Included 1 € Scissor Lift Fee *** Option for NVR capable of up to 124 cameras add $2550.00 ***All PoE Network Switches provided by City of Monticello IT Department. *** Assumes necessary power for additional network equipment will be available in the data closet. E............................................:........................................................................................................................................................................................ Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $53,410.20 Sales Tax (0.0%) So.00 Total $53,410.20 P.O. No. Terms Rep STJ Qty Description ............................................:.....................................................................................................................................................................................................................................E :Job: Install a total of 48 surveillance cameras at the Monticello Community Center. 10 exterior and 38 interior cameras to address the needs specified for the project. Recording and camera equipment will be compatible with other City wide recorders for universal access. 1 ': Avycon NVR up to 64 cameras 4 i 16TB Hard Drive 1 360° camera and mounting hardware (pool area) 1 5MP 180° camera (climbing wall) 36 € 4 MP Eyeball Camera 10:: 4MP Outdoor Bullet Varifocal with IR (exterior cameras) 14:: Junction box (exterior and gym cameras) 3 24 port patch panel 48 Cat 6 Jacks 48 Patch Cables 1 Cat6 Plenum Eco Blue 1Labor, Installation, Wiring, System Integration/Set Up and Training Included 1 € Scissor Lift Fee *** Option for NVR capable of up to 124 cameras add $2550.00 ***All PoE Network Switches provided by City of Monticello IT Department. *** Assumes necessary power for additional network equipment will be available in the data closet. E............................................:........................................................................................................................................................................................ Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $53,410.20 Sales Tax (0.0%) So.00 Total $53,410.20 70� C�i■R6aiutian5 Name / Address Hi -Way Liquors 545 Hwy 25 Monticello, MN 55362 Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 1/26/2022 5381 Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Install new camera recorder, display, 24 cameras total including 6 register cameras and 3 exterior cameras at the Monticello Liquor Store. 1 H.265 32 Channel NVR 2 i 8TB Hard Drive 6::4 MP Varifocal Dome Camera (Til Cameras) 15::4 MP Eyeball Camera 1 180° Exterior Camera on Front of Store. 1 Junction Box For 180° Camera 1 ' Junction box for Bullet Camera 1 Corner Mount Bracket 2:: Wall Mount for ETL Series & ERN Series (fixed) and KHN Series Cameras 1 4MP Outdoor Bullet Varifocal with IR 1 4MP Eyeball Camera, 2.8mm, Outdoor POE I:: TV/Wall Mount Allowance 1 Low Voltage Wire Labor, Installation, Wiring, System Integration/Set Up and Training Included Service Fee € Note: *Sales tax not included if applicable. .................................................................................................................. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $17,188.00 Sales Tax (0.0%) $0.00 Total $17,188.00 P.O. No. Terms Rep Due on receipt STJ Qty Description ............................................:.....................................................................................................................................................................................................................................E Job: Install new camera recorder, display, 24 cameras total including 6 register cameras and 3 exterior cameras at the Monticello Liquor Store. 1 H.265 32 Channel NVR 2 i 8TB Hard Drive 6::4 MP Varifocal Dome Camera (Til Cameras) 15::4 MP Eyeball Camera 1 180° Exterior Camera on Front of Store. 1 Junction Box For 180° Camera 1 ' Junction box for Bullet Camera 1 Corner Mount Bracket 2:: Wall Mount for ETL Series & ERN Series (fixed) and KHN Series Cameras 1 4MP Outdoor Bullet Varifocal with IR 1 4MP Eyeball Camera, 2.8mm, Outdoor POE I:: TV/Wall Mount Allowance 1 Low Voltage Wire Labor, Installation, Wiring, System Integration/Set Up and Training Included Service Fee € Note: *Sales tax not included if applicable. .................................................................................................................. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Subtotal $17,188.00 Sales Tax (0.0%) $0.00 Total $17,188.00 WALNUT STREET F�F ii A 7 T MAIN PARKING T U-1 City Council Agenda: 02/14/2022 2E. Consideration of approving a revised purchasing policy Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 02/14/2022 ® Consent Agenda Item Reviewed by: Approved by: Senior Accountant City Administrator ACTION REQUESTED Motion to approve a revised purchasing policy. PRIOR COUNCIL ACTION June 8, 2020: Consideration of approving amended Purchasing Policy with revisions to the change order process and city's technology resources. REFERENCE AND BACKGROUND A purchasing policy is an important piece of the City's fiscal management of public funds. Minnesota State Statute 412.271 gives the City Council authority for paying claims on behalf of the City. Under subdivision 8 of this statute, Council can delegate some of its authority to staff for the approval of certain purchases, which was given to the Finance Director for items noted in section 11.0 of the proposed policy. Proper internal controls for the responsible use of public funds, by way of a purchasing policy, create an environment of strong fiscal management and strengthen the community's opinion of the City's financial management. The proposed policy aims to balance the responsible use of public funds with staff efficiencies in obtaining quotes and bids using State Statute purchasing thresholds as a foundation. If the proposed policy is adopted, staff can more efficiently procure the products and services needed on a daily basis, while still retaining the necessary Council approval for larger purchases. Changes from the current purchasing policy include: Increased reliance on staff judgment by increasing dollar thresholds for purchases requiring City Administrator, Finance Director, or Council approval. Explicit definitions of finance industry terms and further defining local vendors as those who are property taxpayers in city limits. • More detailed outline of the standard purchasing processes. • Exemptions to the quotation requirements for used equipment purchases, larger repairs discovered during the service of minor repairs, and expansion of systems already in place with an existing vendor. City Council Agenda: 02/14/2022 Elimination of certain details and explanations that do not need to be explicitly called out with the policy. Budget Impact: Impacts to the budget are no different than under the current policy. II. Staff Impact: Adopting a new purchasing policy will allow staff more latitude to make purchasing decisions in the City's best interest and will save staff time in preparing Council agenda items for purchases between $10,000 and $25,000 and delaying purchases or services due to the Council meeting schedule. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of a new purchasing policy. SUPPORTING DATA A. Proposed Purchasing Policy Draft 2022 FIN — B. RFP Template CITY OF City Policy and Mont f*c no Procedure SECTION: FINANCE NO: FIN - REFERENCE: Date: February 14, 2022 Next Review Date: TITLE: PURCHASING POLICY 1.0 Purpose The City is entrusted with public funds for the betterment of the entire community. This purchasing policy established the controls and minimum expectations for use of the City's financial resources with the highest level of responsibility and stewardship. 2.0 Policy The City of Monticello strives to balance low costs with high value to maximize public benefit. The City follows all applicable state purchasing laws and seeks effective, efficient, and economical purchases for both individual department use and payment processing. In addition, the City prioritizes a standardized procurement process applied consistently across departments, providing effective controls in the competitive process and guiding support to local businesses when possible. Quick Reference Guide Cost of Purchase Documentation Required Approval Required Before Purchase Less than $2,500 Departmental discretion Department Supervisor/Staff* $2,500 - $9,999 Two quotes or proposals Department Director $10,000 - $24,999 Three written quotes or Department Director proposals City Administrator Department Director $25,000 - $174,999 Three written quotes or City Administrator proposals Finance Director City Council Department Director Greater than $175,000 Sealed bids City Administrator Finance Director City Council * Directors must notify the finance department in writing if they choose to impose stricter spending limits. 1 3.0 Scope This policy applies to all city departments and funds except as noted in Sections 11.0 and 12.0. 4.0 Purchasing Policy Definitions Claims List: Listing provided to City Council for approval to pay vendors for items purchased and services rendered. Departmental Discretion: Purchase can be made using the judgment of the purchaser rather than by obtaining quotes. Purchaser shall still strive to get the best value. Emergency purchases: Purchases during a declared local emergency. Local Vendor: A local vendor is a Monticello property taxpayer. Professional Services: Professional services are those that require technical, scientific, or professional training, including engineers, attorneys, architects, janitorial services, etc. Sealed Bids: Sealed bids shall be solicited by a public notice in the City's official newspaper at least 10 days before the last day for submission of bids. The project must also be advertised in a recognized trade journal if the estimated cost is greater than $350,000. If the improvement is financed by a special assessment and exceeds $350,000, publication must appear no less than three weeks before the last date of submission of bids. Additionally, the City will post advertisements for bids on the City's website. 5.0 Purchasing Process The City of Monticello has a decentralized purchasing program entrusting individual departments with responsibility for their own purchases. Exceptions include, but are not limited to, office supplies, IT purchases, and facility repairs & maintenance materials. It is more efficient for one staff member to purchase these items on behalf of all departments. All purchases must be approved as part of the annual budget. The level of budgetary control is established at the department level. Expenditures for departments that exceed appropriations are not authorized unless additional revenue sources, unspent appropriations, or fund balances are identified and available. Quote/Proposal Process 1. Determine the need for the product or service. 2. Research the cost of the purchase to determine appropriate purchasing alternative. 3. Determine the appropriate account coding and whether sufficient funds are available in the budget line item. 4. Use the Quote Summary form to collect and document the information. o Verbal quotes are acceptable if the purchase is less than $10,000. o Written quotes or proposals are needed for purchases of $10,000 or more. o If multiple quotes cannot be obtained, staff must note the reason(s) why on the form. 2 5. Using the Quick Reference Guide, forward the quote/proposal documentation for the required approval(s). 6. For purchases of $25,000 or more, the purchaser or department director brings an agenda item to City Council for approval to purchase. 7. Purchaser orders the product or service and receives invoice from the vendor. 8. Purchaser or department director forwards invoice with applicable quote/proposal documentation to the finance department for input into financial accounting system. Alternatively, purchaser can submit quote/proposal documentation to the finance department after step 4, and the AP clerk will hold and attach to the invoice once it is received. If brought to Council, include the minutes or note the date of the meeting when the item was approved. 9. Finance produces claims list for approval by City Council. 10. Payment is processed by the finance department. Sealed Bid Process 1. Determine the need for product or service and associated cost. This could involve a feasibility study authorized by City Council. 2. Determine the appropriate account coding and whether sufficient funds are available in the budget line item. 3. City Council accepts the feasibility study and orders the improvement if applicable. 4. Originating department prepares bid advertisement and solicits bids for appropriate length of time. 5. City council accepts bids and awards the contract. The agenda report may include authorization for city staff to approve change orders without additional Council approval. Any such change orders will be reported to Council at the next regular meeting. 6. Contract is signed and work commences. 7. Department director reviews and approves periodic payment vouchers submitted by the contractor for progress payments with appropriate retainage withheld. 8. Finance produces claims list for approval by City Council. 9. Payment is processed by the finance department. 10. Upon completion of work, the department director verifies all applicable paperwork has been received, and city council accepts the project as complete and authorizes finance department to release final payment. 6.0 Purchasing Alternatives Local vendors: Local vendor preference may be given if the quote does not exceed the non - local quote by more than 5%. This alternative is only applicable to quotes and proposals under the $175,000 threshold for sealed bids. Requests for proposal for professional services: Contracts for professional services are exempt from competitive bidding requirements. Despite the exemption, unless from a vendor pool pre - approved by Council, such contracts will be procured with the same standards as all other purchases and will follow the normal purchasing process. • A standard template is provided as Appendix A for assistance in creating RFPs. • The following statements must be included in all RFPs solicited by the City: o "The City reserves the right to reject any and all proposals, waive all technicalities and accept any proposal deemed to be in the city's best interest." o "Proposers are solely responsible for delivering their proposals to the city before the deadline. Any proposal received after the deadline will not be considered." • Staff are strongly encouraged to submit the RFP to the city attorney for review prior to distribution. • Independent contractors are required to provide proof of insurance and/or payment and performance bonds, as applicable, before providing services. Best value alternative: State Statute 471.345 allows cities to use the best value alternative method for RFPs after proper training. The RFPs must state the criteria for evaluation and weight of each criterion, including but not limited to: o the quality of the vendor's or contractor's performance on previous projects; o the timeliness of the vendor's or contractor's performance on previous projects; o the level of customer satisfaction with the vendor's or contractor's performance on previous projects; o the vendor's or contractor's record of performing previous projects on budget and ability to minimize cost overruns; o the vendor's or contractor's ability to minimize change orders; o the vendor's or contractor's ability to prepare appropriate project plans; o the vendor's or contractor's technical capabilities; o the individual qualifications of the contractor's key personnel; o the vendor's or contractor's ability to assess and minimize risks; or o an interview of the vendor. State Contract: The State of Minnesota Cooperative Purchasing Venture ("State Contract") is established by statute and allows eligible entities to make purchases from contracts established by the Office of State Procurement. o For items under $25,000, staff may purchase from the State Contract or other approved joint purchasing cooperative without needing to obtain additional quotes. Staff must document that the purchase was made through the State Contract. o Purchases exceeding $25,000 must include documentation that the purchaser searched the State Contract for the item or service, and if a State Contract exists, it qualifies as one of the required quotes. Leases: All operating and capital lease agreements shall be reviewed by the finance director, city administrator and legal counsel prior to initiating a lease. Staff shall conduct a lease versus buy analysis to determine the most cost-effective method. 7.0 Payment Methods Purchase Orders: Purchase orders are only used when required by the vendor to acknowledge the city's request for goods and services. A copy of the purchase order will be sent to the vendor when requested. 4 • The purchase order number will be a combination of the department and the sequence of orders issued for the year and month, e.g., the second purchase order for public works in July 2015 would be PW -2015-07-2. • Return an invoice for payment to the finance department when the purchase order is complete. Charge Accounts: The city may use charge accounts for frequently used vendors. This process requires submission of a receipt with an account code and department approval. All new charge accounts must be authorized by the requesting department director and the finance director. Invoices: Department heads shall submit invoices with an account code and approval. If provided, packing lists should also be submitted with the invoice. Documentation must be returned to the finance department to be processed on the claims list. The purchaser is responsible for submitting a Check Request Form if payment is made, but an invoice is not generated by the vendor. Statements: The finance department tracks all statements — reviewing for old invoices or credits. All statements are to be mailed directly to the finance department. Purchasing Cards (P -cards): The city will issue P -cards to certain individuals to allow for more efficient purchasing and to make purchases at businesses that no longer allow charge accounts. The city has a separate Purchasing Card Policy for these transactions. P -cards may be used for ongoing payments on council approved contracts. Electronic Funds Transfer (EFT): Electronic Funds Transfer may be required in some cases to complete a business transaction and is often used for recurring items such as tax withholding, PERA remittances, and utility bills. 8.0 Emergency Purchasing • Emergency situations may arise preventing the normal purchasing process for the procurement of goods and services. o An emergency is "an unforeseen combination of circumstances that calls for immediate action to prevent a disaster from developing or occurring." o A disaster is "a situation that creates an actual or imminent serious threat to the health and safety of persons, or a situation that has resulted or is likely to result in catastrophic loss to property or the environment, and for which traditional sources of relief and assistance within the affected area are unable to repair or prevent the injury or loss." Minnesota Statute §12.29 gives the mayor the authority to declare a local emergency for up to three days; the declaration may be extended by the city council. During a declared emergency, the governing body may waive compliance with the prescribed purchasing guidelines, including compliance with Minnesota Statute §471.345, Uniform Municipal Contracting Law. Whenever possible the current purchasing policies and procedures should be followed even in an emergency. However, if an emergency has been declared and requires rapid action essential to the health, safety, and welfare of the community, the standard purchasing policies and procedures can be waived in accordance with Minnesota Statute §12.37. 5 9.0 Ethics/Relations with Vendors The City of Monticello holds its employees to the highest ethical standards. Purchases shall be conducted so they foster public confidence in the integrity of the city's procurement system. Employees shall avoid the following practices when making purchases on behalf of the city: • Circumventing competitive bidding and purchasing policy requirements o Splitting purchases so they can be made through several smaller purchases o Using multi-year agreements that in total exceed the authority granted in Section 2.0 o Using the emergency procedure process when no true emergency exists o Using a "sole source" exemption when competition is available • Denying one or more vendors the opportunity to bid on a contract o Using unnecessarily restrictive specifications o Pre -qualifying bidders on a discriminatory basis o Removing companies from a bidders list without just cause o Requiring unnecessarily high bonding • Giving favored vendors an unfair advantage o Providing vendors with information about competing offers in advance of a bid opening o Making information available to favored vendors and not to others o Giving disfavored vendors inaccurate or misleading information • Accepting gifts from vendors o Minnesota Statute §471.895 prohibits government employees from receiving gifts except where they are included as part of the cost of a product, good, or service provided (such as a meal as part of a conference). Gifts are subject to personnel policy limitations. 10.0 Disposal of Surplus Property The city generally disposes of surplus equipment through public sale after city council approval. Staff shall include the number and description of items that are relinquished to be sold at auction. The auction house must forward a tabulation of the bids received along with payment. The information is reviewed by the department director or assigned personnel and then the payment is forwarded to the finance department. Staff may also use alternative sale methods, such as eBay, and trade-ins when warranted. 11.0 Purchases Exempted from Purchasing Policy The following purchases are exempt from the approval requirements either because of the nature of the purchase or because City Council indirectly approved the purchase through other means such as new hire/termination reports, bond sales, etc. • Utility accounts including electric, gas, water and sewer. • Payroll -related expenditures. • Recurring processing charges including point-of-sale card processing merchants, bank accounts, and bill pay processing vendors. • Retail inventory purchased for resale as part of the normal course of business. 0 12.0 Other Notes and Clarifications • The city administrator can approve budgeted public works supply purchases exceeding $25,000, but quotation requirements apply (e.g., bulk purchases of chemicals, street maintenance materials, fuel, etc.). • All technology purchases, including hardware and software, must be reviewed and approved by the IT Technician. This position will coordinate an overall technology strategy for the organization, as well as the specific purchases and agreements for individual departments. New software and technology, providing enhanced capabilities not previously deployed by the city, must also be approved by the city administrator. • Equipment purchased used rather than new is not subject to quotation requirements. However, the purchaser shall demonstrate the value gained and costs saved by purchasing used equipment. • Additional quotes or proposals are not required if additional work is identified during non-scheduled vehicle/equipment repairs that raises the total cost above the thresholds in Section 2.0 of this policy. • Additional quotes are not necessary for purchases that are additions to infrastructure or equipment already in place and procured from the existing vendor. HISTORY Approval Date: 10-26-2015 Approved by: City Council Amendment Date: 06-24-2019 Approved by: City Council Amendment Date: 06-08-2020 Approved by: City Council Amendment Date: 02-14-2022 Approved by: 7 POLICY NO. FIN-? PURCHASING POLICY APPENDIX A REQUEST FOR PROPOSAL TEMPLATE CITY � Monticello City Of Monticello 505 Walnut Street Monticello, Minnesota 55362 www.ci.monticello.mn.us Request for Proposals [Service Requested] [Timeline of Project] [Name] [Title] [Phone] [Email] CITY OF MONTICELLO REQUEST FOR PROPOSALS TABLE OF CONTENTS Introduction A. General Information B. Term of Engagement C. Subcontracting II. Nature of Services Required A. Scope of Work to be Performed B. Standards to be Followed C. Reports to be Issued D. Additional Services E. Special Considerations F. Retention of Workpapers and Access to Working Papers III. Description of the City of Monticello IV. Time Requirements A. Anticipated Proposal Calendar B. Notification C. Schedule for Completion of Work V. Proposal Requirements A. General Requirements B. Detailed Proposal VI. Evaluation Procedures A. Selection Committee B. Evaluation Criteria C. Oral Presentations D. Final Selection E. Right to Reject Proposals VII. Appendices A. Insurance Requirements 1 CITY OF MONTICELLO REQUEST FOR PROPOSALS I. INTRODUCTION A. General Information The City of Monticello (City) is requesting proposals from qualified firms for [service requested]. There is no expressed or implied obligation for the City to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. The City of Monticello shall not be liable for any expenses incurred by the applicant including but not limited to expenses associated with the preparation of the proposal, attendance at the interviews, preparation of a compensation (fees) schedule or final contract negotiations. To be considered, one master hard copy of the proposal must be mailed or delivered to the contact listed below and received prior to the deadline. In addition, email an electronic version of the proposal to the contact below: City of Monticello Attn: [Name] [Title] 505 Walnut Street, Suite 1 Monticello, MN 55362 [Phone] [Email] The proposal must be received no later than [Time] on [Date]. Proposers are solely responsible for delivering their proposals to the city before the deadline. Any proposal received after the deadline will not be considered. The City reserves the right without prejudice to reject any or all proposals submitted. Proposals submitted will be evaluated by a [Number] -member Selection Committee consisting of: • (Staff 11 • (staff 21 During the evaluation process, the City reserves the right, where it may serve the City's best interest, to request additional information or clarifications from proposers, or to allow corrections of errors or omissions. Firms may be requested to make oral presentations to the Selection Committee as part of the final evaluation process. The City reserves the right to retain all proposals submitted and to use any ideas in a proposal regardless of whether that proposal is selected. Submission of a proposal indicates acceptance by the firm of the conditions contained in this request for proposals, unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City and the firm selected. It is anticipated the selection of a firm will be completed by [Date]. Following the notification of the selected firm, it is expected a contract will be executed between both parties following the [Date] meeting of the City Council. B. Term of Engagement A [#J year contract is proposed, subject to an annual review by the City. It is anticipated the City's will request proposals every [#] years. In the event of unsatisfactory performance, or when in the best interest of the City, proposals may be solicited before the end of the (#J year period. C. Subcontracting No subcontracting will be allowed without the express prior written consent of the City. II. NATURE OF SERVICES REQUIRED A. Scope of Work to be Performed [Description]. B. Standards to be Followed [Description]. C. Reports to be Issued [Description]. D. Additional Services Additional services are not anticipated but can be performed as allowed and desired upon the mutual consent and agreement of compensation between the City and selected firm. E. Special Considerations [Description]. F. Retention of Workpapers and Access to Working Papers All working papers and reports must be retained, at the firm's expense, for a minimum of (#J years, unless the firm is notified in writing by the City of the need to extend the retention period. The firm will be required to make working papers available, upon request, to the following parties or their designees: City of Monticello, [Other]. III. DESCRIPTION OF THE CITY OF MONTICELLO Classified a 501(a) entity under the Internal Revenue Code, the city of Monticello was organized as a municipality in 1856. Monticello is located approximately 45 miles northwest of the Minneapolis -St. Paul metropolitan area along the 1-94 corridor in Wright County. Monticello's population is estimated at 14,455 and the city encompasses an area of 8.94 square miles. The city is categorized as a 501(a) entity by IRS Code and operates under the "Optional Plan A" form of government as defined in Minnesota Statutes. Under this plan, the government of the city is directed by a city council composed of an elected mayor and four elected city council members. The city council exercises legislative authority and determines all matters of policy. The city council appoints personnel responsible for the proper administration of all affairs 3 relating to the city. Council members serve four-year terms, with two members elected every two years. The mayor is elected for a two-year term. The mayor and members of the city council are elected at large IV. TIME REQUIREMENTS A. Anticipated Proposal Calendar The following is a list of key dates regarding the selection process: 1. Request for Proposals Released........................................................................ [Date] 2. Proposals Due................................................................................................... [Date] 3. Finalist Interviews, as necessary.......................................................................[Date] 4. Vendor Selected................................................................................................ [Date] 5. Contract Approved by City Council................................................................... [Date] B. Notification It is anticipated that the staff recommended firm will be notified prior to [Date]. C. Schedule for Completion of Work [Description]. V. PROPOSAL REQUIREMENTS A. General Requirements 1. Inquiries Inquiries concerning the request for proposals and the subject of the request for proposals must be addressed to: [Name] [Title] [Phone] [Email] All responses, questions, and correspondence should be directed to [Name]. In the interest of fairness to all respondents, do not contact other staff or elected or appointed officials. Written questions on the RFP will be accepted until [Date] at [Time] to allow time for staff to respond. Written questions submitted after [Date] at [Time] may go unanswered. 2. Submission of Proposals The following material is required to be received by [Date] at [Time] for a proposing firm to be considered: Title Page Title page showing the request for proposals subject; the firm's name; the name, address and telephone number of the contact person; and the date of the proposal. 0 Table of Contents iii. Transmittal Letter A signed letter of transmittal briefly stating the proposer's understanding of the work to be done, the commitment to perform the work within the time period, a statement why the firm believes itself to be the best qualified to perform the engagement, and a statement that the proposal is a firm and irrevocable offer for the (#J year period. iv. Detailed Proposal The detailed proposal should follow the order set forth in Section VI.B. of this request for proposals. Detailed Proposal 1. General Requirements The purpose of the proposal is to demonstrate the qualifications, competence and capacity of the firms seeking to undertake [requested service] of the City in conformity with the requirements of this request for proposals. As such, the substance of proposals will carry more weight than their form or manner of presentation. The proposal should demonstrate the qualifications of the firm and of the staff to be assigned to the engagement. It should also specify a work approach that will meet the request for proposals requirement. The proposal should address all the points outlined in the request for proposal. The proposal should be prepared simply and economically, providing a straightforward, concise description of the proposer's capabilities to satisfy the requirements of the request for proposal. While additional data may be presented, the following subjects must be included. They represent the criteria upon which the proposal will be evaluated. 2. [Criteria 1] [Description]. 3. [Criteria 2] [Description]. VI. EVALUATION PROCEDURES A. Evaluation Criteria Proposals will be evaluated using three sets of criteria. Firms meeting the mandatory criteria will have their proposals evaluated and scored for both technical qualifications and price. The following represent the principal selection criteria that will be considered during the evaluation process: 1. Mandatory Elements a. [Element 1] b. [Element 2] 2. Technical Qualifications a. Expertise and Experience i. (Criteria 11 ii. (Criteria 21 b. Work Approach i. (Criteria 11 ii. (Criteria 21 3. Price Consideration Fees should be broken down by item and rate and should equal the total all-inclusive maximum price proposed. A description of the proposer's billing process should be included. Cost will not be the only factor the review committee will use to evaluate proposing firms. B. Oral Presentations During the evaluation process, the Selection Committee may, at its discretion, request any one or all firms to make oral presentations. Such presentations will provide firms with an opportunity to answer any questions the Selection Committee may have on a firm's proposal. Not all firms may be asked to make such oral presentations. C. Final Selection The City intends to select a firm based upon the recommendation of the Selection Committee. It is anticipated that the Council will approve the recommended firm on [Date]. D. Right to Reject Proposals Submission of a proposal indicates acceptance by the firm of the conditions contained in this request for proposal unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City and the firm selected. The City reserves the right to reject any and all proposals, waive all technicalities and accept any proposal deemed to be in the city's best interest. A APPENDIX A: INSURANCE REQUIREMENTS Insurance shall be in such form as will protect the Contractor from all claims and liabilities for damages for bodily injury, including accidental death, and for property damage, which may arise from operations under this contract, whether such operations by himself or anyone directly or indirectly employed by Contractor. Amount of Insurance A) Comprehensive General Liability: Bodily Injury or Property Damage - $1,000,000 each occurrence and general aggregate B) Automobile and Truck Liability: Bodily Injury or Property Damage - $1,000,000 each occurrence and general aggregate *Comprehensive General Liability coverage and Automobile and Truck Liability coverage may be met with a combination of coverage including excess and umbrella liability coverage. Type of Insurance for Contractor A) Workers Comprehensive Insurance: Coverage for all people employed by the Contractor to perform work under this contract. This insurance shall be in the amount of $500,000 for each accident, illness or disease or such other amount that may be required by the most current laws of the State of Minnesota, whichever is greater. B) Comprehensive General Liability Insurance: Covering bodily injuries and property damage and also including coverage for: 1) Injury to or destruction of wires, pipes, conduits, and similar property located below the surface of the ground, whether public or private. 2) Collapse of or structural injury to any building or structure except those on which work under this Contract is being performed. 3) Contractual liabilities related to bodily injury and property damage. C) Automobile and Truck Liability Insurance: Covering bodily injury and property damage relating to operation of all motor vehicles and equipment, whether or not owned by the Contractor, being operated in conjunction with work under this contract. D) Product and Completed Operations Insurance: Coverage to be included in the amounts specified above for Comprehensive General Liability. Evidence of Insurance The City of Monticello shall be listed as an Additional Insured on the certificates of insurance. The Contractor shall submit Certificates of Insurance to the Owner at the time of execution of the Service Contract. Written notice shall be given to the City of Monticello at least thirty (30) days prior to cancellation or non -renewal of such insurance coverage. As evidence of insurance coverage, the Owner may, in lieu of actual policies, accept official written statements from the insurance company certifying that all the insurance policies specified are in force for the specified period of the contract. 7 City Council Agenda: 02/14/2022 2F. Consideration of approving a contract with Marco Technologies, LLC for co -managed IT services for a three-year term for a one-time onboarding fee of $8,084 and monthly cost of $3,676.63. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 02/14/2022 ® Consent Agenda Item Reviewed by: Approved by: IT Technician City Administrator ACTION REQUESTED Motion to approve a contract with Marco Technologies, LLC for co -managed IT services for a three-year term for a one-time fee of $8,084 and monthly cost of $3,676.63. REFERENCE AND BACKGROUND The City's IT department is intended to be comprised of two parts: an internal position to provide daily IT support to staff and a contracted form to provide asset management. 2021 was a year of transition for the department, and the City utilized short-term options to maintain the necessary services and equipment until long-term solutions could be established. In August 2021 the City hired an IT technician, and now staff recommends selecting a vendor for long-term supplemental assistance with server software maintenance, patches and backups; network switches and firewall protection; enhanced security; and other IT features including phishing tests and end user training. The security features are increasingly important as cybercrime continues to rise. Insurance companies, including the League of Minnesota Cities Insurance Trust (LMCIT), are requiring additional controls to mitigate risk before they will offer cyber insurance coverage. City staff advertised a request for proposals for managed IT services this winter; the proposal was posted on the League of Minnesota Cities website for four weeks and emailed to companies that have inquired in the past. Eleven companies responded to the RFP, and a selection committee comprised of the IT Technician, Fire Marshal/Emergency Management Coordinator, and Finance Director individually evaluated each proposal based on the following criteria: • Company's overall knowledge and experience • Company's experience working with the public sector • Managerial and staff knowledge and experience • Proposed methodology in providing IT services City Council Agenda: 02/14/2022 • Professionalism of the proposal • References and responsiveness • Cost and time proposal The selection committee chose to meet with three companies. The three companies selected and associated monthly costs are as follows: • Arvig —Noon boarding fee; $3,041.75 • Imagine IT -$10,640;$3,383 • Marco Technologies, LLC - $9,584; $3,676.63 While each company submitted quality proposals and each company selected for interviews presented well, Marco Technologies (Marco) stood out as the company that would offer the best value. Marco is a larger company with a tremendous amount of experience with government clients like Monticello. They've created a co -managed IT service option called UnifylT that will allow the City to utilize our internal IT Technician for daily tasks and strategic planning complemented by external support for monitoring security of the servers, firewall, and anti-virus protection required for cyber insurance coverage through our LMCIT policy. Additionally, Marco will provide use of their ticketing software allowing the IT Technician to use the system internally as well as escalate tickets directly to Marco for a more seamless approach to support. The City is also thinking ahead to possible future needs. Marco has a wide array of services that are not included in the proposed contract but could be added later. Examples include email security (currently being managed through Microsoft 365's basic services), Web & DNS security, multi -factor authentication tools across all applications, intrusion detection, and disaster recovery. While all of these are crucial functions, staff believes there are higher priorities that should be addressed first, and additional services can be added as the IT environment is strengthened. Marco's proposal did not provide the lowest cost, but the selection committee felt the increased protection and vendor reliability justified the higher cost. The proposed contract includes both a monthly cost and a one-time onboarding fee. The original onboarding fee was $9,584, but they agreed to lower the cost by $1,500 because the City previously completed a Technology assessment as part the most recent scanner/copier purchase in 2021. The assessment provided Marco with some of the basic network information which will save time in the transition to their services. Finally, Marco's experience with other local governments includes some of the surrounding communities, and they all provided positive reviews of the service. Given Marco's knowledge, services, and their location with proximity for troubleshooting, staff recommends selecting them for the three-year contract. City Council Agenda: 02/14/2022 Budget Impact: $140,443 in the IT Fund over three years, of which about $44,000 will be in 2022. The IT Fund budget only includes about $29,000 for contracted services in 2022. However, the additional cost will come from the budget for copier/scanners, which is available due to purchases made at the end of 2021 using excess building department revenues. II. Staff Workload Impact: The IT Technician will be responsible for working with and managing the contract with the vendor and their performance. A relationship with Marco will provide opportunities for streamlining and automating processes that are currently handled manually, freeing up more time for the IT Technician to transition the IT focus from break -fix reaction to proactive, strategic improvement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving a contract with Marco Technologies, LLC for co -managed IT services for a three-year term for a one-time fee of $8,084 and monthly cost of $3,676.63. SUPPORTING DATA • Marco's co -managed IT proposal January 7, 2022 MANAGED IT SERVICES PROPOSAL FOR '\ CITY OF MONTICELLO TREVOR MACK Prepared by: Tom Best Technology Advisor 320.650.1859 tom.best@marconet.com Jim Maleska Sales Director 320.259.3000 x3044 Timm@marconet.com Marco Technologies, LLC 4510 Heatherwood Rd St. Cloud, MN 56301 mor-coe taking technology further MANAGED SERVICES CowAUDIO VISUAL COPIERS & PRINTERS BUSINESS IT SERVICES mor-coe taking technology further TABLE OF CONTENTS - Cover Sheet 1. Company Profile 2. Customer Account Team 3. Statement of Understanding 4. Scope of Service a. UnifylT Overview 5. Pricing Structure and Cost 6. Client References 7. Evidence of Insurance 8. Exceptions/Clarifications 800.847.3098 MARCONET.COM @ 2022 MARCO. ALL RIGHTS RESERVED. CONFIDENTIAL/TRADE SECRET 70RATE OVERVIEW WHO WE ARE AND WHAT WE DO Marco is a leading integrated technology services company with 49 locations, over 21,500 clients nationally and over 700 Managed IT clients. Our corporate headquarters, located at 4510 Heatherwood Road, St. Cloud, MN 56301, would service your account. Our 48 years of business experience and history of innovation demonstrate our leadership in these areas: • Copiers/Printers • Managed Services • Business IT Services • Phone Systems • Cloud Services • Carrier Services • Enterprise Content Management • Audio Visual Systems • Physical Security • Shredding Services Marco has provided Managed Services since 2005 and is continually recognized as an elite Managed Service provider. In 2021, Marco was featured in Channel Futures' MSP 501 award listing as #1 in Minnesota and #248 overall on the global listing of top Managed Service Providers. MARCO'S MISSION To help our clients effectively apply technology that contributes to their success. OUR JOURNEY IN TECHNOLOGY Originating as a typewriter company in the 1930s, Marco took on the printing industry in 1975, voice and data solutions in 1985 and continued to expand into cloud technologies, software solutions and managed services. 800.847.2098 MARCONET.COM 0 2022 MARCO. ALL RIGHTS RESERVED. me ir-co® CONFIDENTIAL/TRADE SECRET Marco's unique insight on how each critical business tool, application and infrastructure works together will help you leverage your investment, maximize your technologies adoption and improve organizational efficiency. FINANCIAL STABILITY Marco is a low-risk technology provider that has remained strong and profitable. In the past three years alone, Marco has had double-digit growth in terms of workforce and revenue. Since 2015, Marco has also expanded to five new states and reached 49 locations. Revenue: 2020 $399,000,000 2019 $408,000,000 2018 $358,000,000 TECHNICAL SUPPORT When partnering with Marco, you will not only receive a dedicated account team, but you also will have access to over 650 factory -trained, certified systems engineers and technical representatives to keep you aware of the latest technologies. Our full-time dispatchers and Support Desk professionals consistently maintain a 95% live call answer rate and resolve 97% of network service issues remotely. That means better productivity for users. Here's a look at our remote resolution rates by solution: Managed IT 198% Managed Print 190% Network Service 197% Enterprise Content Management 199% GOLD STANDARD CULTURE Creating a strong corporate culture takes intention — and a lot of passion. We have both, and you can feel it as soon as you walk in our doors. We take employee satisfaction to heart and consider our team members part of our work family and our Gold Standard Community. Marco's Gold Standard is focused on building a positive workplace environment – and it's not only for our employees. The Gold Standard includes four pillars: employee engagement, client satisfaction, community support and vendor partnerships. We have internal committees dedicated to making each pillar a success because we never settle for less than gold. ADDITIONAL INFORMATION AND RESOURCES Learn more about what we do and more importantly, why we do it on our website at.marconet.com. We offer many free educational resources, such as our webinars, questionnaires, and eBooks. Sign up for our Technology Insights Blog on our website for additional educational tools to help you and your business succeed. 800.847.3098 MARCONET.COM @ 2022 MARCO. ALL RIGHTS RESERVED. TS` "p CONFIDENTIAL/ MADE SECRET DEDICATED SUPPORT TEAM Marco 4510 Heatherwood Rd St. Cloud, MN 56301 320.259.3000 1 Tom Best Adam Ramberg Technology Advisor 320.2 9.3 MIT x7732Service 320.650.1859 320.259.3000 x7732 tom.best(Dmarconet.com adam.rambere(ATmarconet.com / h Ann McCann Fritz Wensel IT Sales Manager Senior Director of IT Service 320.259.3000 x3096 320.259.3000 x7729 email Calmarconet.com fritzw(Dmarconet.com Burgar Ben Manager Mike Information Sales Manager Chief Information Security Officer 320.259.3000 x3059 320.259.3000 x2027 bendCalmarconet.com mike.bureard0marconet.com Jim M ® Trevor Akervik Sales Director Chief Operating Officer 320.259.3000x3044 320.259.3000 x1044 iimmN7marconet.com trevora(dmarconet.com ! Mike Welling Doug Albregts _ Systems Engineering Manager Chief Executive Officer 320.259.3000 x1013 320.259.3000 x2833 mike.welline�marconet.com douealbre�s�marconet.com 800.847.2098 MARCONET.COM 0 2022 MARCO. ALL RIGHTS RESERVED. �r- . CONFIDENTIAL/TRADE SECRET STATEMENT OF UNDERSTANDING Briefly outlining the company's understanding of the services to be provided and making a positive commitment to providing the services specified. The City of Monticello is seeking proposals from qualified companies to provide managed information technology (IT) services. We understand the needs of City of Monticello as stated in the RFP are to: ■ Significantly improve IT effectiveness ■ Enhance its quality of services ■ Minimize its support costs ■ Maximize return on investment Marco has proposed our UnifylT platform. This platform allows the City of Monticello to have the security tools it needs to manage its network, provide secure IT access for its members and train internal employees of the many Cyber risks that impact all clients today. In addition, Marco has included a $500.00/mo. agreement to be billed against for network services, enhancements and remediation if there is a breach. 800.847.3098 MARCONET.COM @ 2022 MARCO. ALL RIGHTS RESERVED. SCOPE OF SERVICE CONFIDENTIAL/TRADE SECRET Addressing the IT managed services described in the scope of work. Include a description of the approach for providing such services and the methodology for providing ongoing support. Marco is proposing a co -managed solution for the City of Monticello. Instead of a full Managed Service contract, the City will be handling (at their request) all help desk calls and engaging Marco as needed or level 2/3 support and remediation. Our UnifylT proposal is billed monthly and includes the following: ■ Asset management (reporting and managing the assets on the City's network), end of life equipment, equipment with a known vulnerability, etc. ■ Patching and remote management and monitoring (including third -party patches) on a set schedule ■ Network monitoring ■ Compliance management ■ Phishing and awareness training management for all staff ■ Vulnerability scanning (scanning network for open vulnerabilities and reporting on action needed): There were over 500 of these in 2021, some with significant impact. This is a critical tool to aide in protecting your network and data. ■ EDR (CrowdStrike): an advanced Anti -Virus solution that is REQUIRED by insurance companies to be eligible for a Cyber Insurance policy. CrowdStrike protects the network but also aids in recovering from a cyber event with logs on where the breach occurred and how long they have been on the network. This is critical in today's networks. ■ Backup and restore: A 4tb on-site appliance as well as cloud to cloud backup for data and email. Today, the police department is on its own backup, and we would push this off-site as well. Marco has provided our UnifylT Booklet with this section. From this booklet, we have included the following sections in the City of Monticello proposal: ■ Identify IT ■ SecurelT (EDR and Siem solution) ■ Compliance ■ RestorelT Other solution sets can be added over time based on need and value to the City of Monticello. 800.847.3098 MARCONET.COM @ 2022 MARCO. ALL RIGHTS RESERVED. UnmifylT A customizable business IT solution • Select the technology and security services you need to augment your IT department Bundles Built for You We developed each bundle based on what organizations need to effectively monitor and manage their IT and cybersecurity — including continually identifying vulnerabilities, taking remedial action and defending against an attack. This places the organization in a better position in the event of a security incident. You also have access to Marco's technical team, who can provide on -demand support services and work with you in creating a more secure environment. So, you get a trusted partner to call on for remote or on-site support, when you need it. d� Rr� rrr�rcr3 Get Started Step 1: Identify your IT gaps with this cybersecurity checklist Step 2: Choose bundles based on those needs Step 3: Work with Marco's project management team to get started Want a partner to do it all? That's possible, too, through Marco's Managed IT. marconet.com/unifyff 1 800.847.3098 Augment Your IT Team with UnifyIT BENEFITS manage security and support users. Cybersecurity Marco's technology and cybersecurity professionals work with you Expertise and your team to ensure technology systems and procedures lead to outcomes in line with your organization's goals, while following a Customizable security strategy based on the National Institute of Standards and Bundle Options Technology Cybersecurity Framework (NIST CSF). Bundles Built for You We developed each bundle based on what organizations need to effectively monitor and manage their IT and cybersecurity — including continually identifying vulnerabilities, taking remedial action and defending against an attack. This places the organization in a better position in the event of a security incident. You also have access to Marco's technical team, who can provide on -demand support services and work with you in creating a more secure environment. So, you get a trusted partner to call on for remote or on-site support, when you need it. d� Rr� rrr�rcr3 Get Started Step 1: Identify your IT gaps with this cybersecurity checklist Step 2: Choose bundles based on those needs Step 3: Work with Marco's project management team to get started Want a partner to do it all? That's possible, too, through Marco's Managed IT. marconet.com/unifyff 1 800.847.3098 With UnifylT, you can gain tools and expertise to monitor your network, manage security and support users. Cybersecurity Tailor -fit a solution with best -practice bundles of tools and Expertise services based on your IT needs EM Leverage constant monitoring and automation, so your IT team can focus on strategic tasks Strengthened Access Marco's Client Portal with analytics and self -serve tools, Security including the ability to submit support tickets or change requests to the Marco team Bundles Built for You We developed each bundle based on what organizations need to effectively monitor and manage their IT and cybersecurity — including continually identifying vulnerabilities, taking remedial action and defending against an attack. This places the organization in a better position in the event of a security incident. You also have access to Marco's technical team, who can provide on -demand support services and work with you in creating a more secure environment. So, you get a trusted partner to call on for remote or on-site support, when you need it. d� Rr� rrr�rcr3 Get Started Step 1: Identify your IT gaps with this cybersecurity checklist Step 2: Choose bundles based on those needs Step 3: Work with Marco's project management team to get started Want a partner to do it all? That's possible, too, through Marco's Managed IT. marconet.com/unifyff 1 800.847.3098 Cybersecurity Checklist Which of these security practices does your organization have in place? Privacy Program ❑ Use secure❑ Internal E]��� p Train staff L] Secure email❑ Internal uprivacy `-� policy �r�y� u1 on privacy policies Configure [F8—] u policy for data Wi-FVwireless gateway retention Socurlty Program backup E]aCompliance framework Third -part y � audit ❑ (JiJ��J Security Phishin ❑ Clean desk ❑ g y awareness o�o policy � awareness training training ® ❑ Visitor ❑ *** Identify ❑EO Multi -Factor Endpoint detection/ program digital assets Security information/ Authentication (MFA) Tools ❑ �4� Use secure❑ rte-. Secure ❑ jj Secure email❑ �-- System ❑ Configure networks Wi-FVwireless gateway auditing backup networking (SEG) (JiJ��J solution ❑ *** Test backup solution Domain name system (DNS) ❑ Endpoint detection/ ❑ *** I/ Security information/ and content response event filtering (EDR) management (SI EM ) System HardenFng ❑Clean up all unused ElUse go group policies and ❑ e Secure endpoint ❑ Monitor and ❑ Implement perimeter programs active directory configurations track behavior in cloud apps security ❑ JKPatch management plan Vulnerability and RI:k Managemont ❑ /� Create a ❑ �n� Vulnerability vulnerability GI] management analysis and program resolution strategy Response ❑ Incident ❑ R Incident ❑ ° ZO 0Identify El Business ❑ f Incorporate response response ` / roles and O continuity .�. lessons policy procedures g responsibilities and disaster learned recovery 1er� Security is a shared responsibility. As attacks have grown in number and sophistication, small businesses no longer have �0� 4 the resources to deal with security issues effectively. SMBs are turning to trusted partners to bring enterprise -level skill set 11 11 and expertise. In a recent study, about 62% of SMBs believe their organization lacks the skill set to properly handle security til incidents'_ Partnering with Marco will allow you to address these critical issues. •rhestate ofsMBGyberseeurltyfnlois Contonuunn2079 *For more information and an interactive cybersecurity checklist, please visit: marconet.com/security-checklist UnifylT I Pick Your IT Mix Each shaded box below represents a pre-engineered bundle of software tools and services, designed for success around the NIST Cybersecurity Framework. What's included in each bundle? • Industry-leading software tools are installed, configured to best practices, maintained and monitored by the Marco team • Technical services include scheduled recurring Business Reviews, planning and other services related to each bundle such as patching and on -demand reporting • Monitoring and maintenance each step of the way as your partner Pick a bundle or any mix of bundled services within the four suites: IdentifylT, DefendlT, SecurelT or RestorelT. You also can add a shared ticketing platform to any of the services. Even better, if you choose all the bundles within a suite, you will receive a discounted rate. Asset Management T • Asset and network discovery, Inventory and documentation • Network performance monitoring and alerting • Automated operating system patch management and third -party application patching • Ability to automate script deployments to remediate critical vulnerabilities • Proactive alerts and reports with ability to audit historical data with change management discovery • Asset lifecycle planning services -4 Compliance • Human Interviews and an automated tool for data collection to determine compliance within the NIST Cybersecurity Framework • Reporting and planning services to assist clients with NIST CSF compliance • Security awareness training fro' •Simulated phishing platform to test employees with follow-up reinforcement training 4A I- Vulnerability Y • Asset discovery and analysis to identify known vulnerabilities C d • Identify and report on missing patches, updates, non approved Installs and other vulnerabilities no • Track vulnerability and assess risk with risk scores marconetcom/unifylT 1 800.847.3098 d L u u Go Web & DNS Security • Cloud -based malware prevention • Flexible protection on and off the network for devices and users • Web seventy with category content filtenng • Stop threats before users can access them with DNS Layer security Email Security • Advanced Threat Protection (ATP) with cloud -based email security to protect against spam and malware • AI -based threat detection and anti-phishing protection to stop fraudulent emalls from reaching users • Email encryption portal to stop data leaks of sensitive data Optional Add ons: Cloud email archiving service Cloud to cloud backup for Microsoft 365 services Multi -Factor Authentication • Easy-to-use, secure mobile app to verify identity in seconds • Deploy in any environment to protect any application on any device • Streamlined login experience for easy use EDR & SIEM • Unified technologies to successfully stop breaches, including next -gen antivims and anti-malware, Endpoint Detection and Response (EDR), threat hunting and threat intelligence automation • Artificial Intelligence and human -based threat hunting to find and stop otherwise undetected threats • Advanced persistent threat protection with Machine Leaming, known Indicators of compromise and advanced analytics Optional Add Ons: • Security Operations Center (SOC) experts hunt threats using Device control cloud -scale data took and timely threat intelligence • Collect, store and analyze events and logs for indications Windows firewall of compromise and identify potential undetected issues management Threat Intelligence: Intrusion Detection System (IDS) • Full threat visibility into every network packet with threat intel and alerts (IDS) • Reduce noise and false positives with our SOC as first-tier triage before your team takes the reins, or rely on our certified, expenenced, threat analysts with on -demand services 9ackup nl� • Hardware- and software -based backup for your critical Information • Off-site backup replication • Reporting of backup status, health monitoring and storage L Q N Disaster Recovery • Near real-time system duplication to protect against an event (disaster, security, outage) J• Disaster recovery plan maintenance and testing Ticketing platform Create a customized ticketing experience focused on better organization, service and escalation. Users access our Client Portal to create tickets that automatically route to your internal IT team. You can service Internally or easily pass them on to Marco's Support Desk for on -demand services. Responding Together I On -Demand Services When we say partner, we mean it. Accessing bundles of software and services is just the beginning of UnifylT. You also are able to augment your team by leveraging Marco's remote and on-site support, Security Operations Team and more. Our Client Portal Through UnffylT, you gain access to Marco's Client Portal, where you can open, change and manage Support Desk tickets for the Marco team. In the case of any emergency, you also can call, email or use Marco's live chat. How It Works You name the needs, set the priorities and gain a partner to better position your organization. Getting Started Each Unify IT partnership begins with a one-time investment to fund initial implementation. Any leftover funds are then used for on -demand services. You can also decide to add an additional amount each month for on -demand services. When you use Marco's team for on -demand services, you will receive a consolidated invoice for services used each month, based on time and materials at prevailing rates. F2 I LiO merconetcom/unifylT 1800.847.3098 January 7, 2022 PROPOSALFOR Prepared By: Mason Wenzel Product Analyst 651.634.6112 mason.wenzel@marconet.com Document Number: MW -124389 ( _ MANAGED SERVICES (D AUDIO VISUAL rw COPIERS & PRINTERS ;] BUSINESS IT SERVICES morrco® taking technology further 800.847.3098 MARCONET.COM mnrco SCHEDULE A - SCHEDULE OF PRODUCTS TO PRODUCT AGREEMENT(S) IT - UnifylT (60 users) -- CITY OF MONTICELLO PrPnarPrl hv: Marco - Minneapolis Mason Wenzel 651.634.6112 mason.wenzel@marconet.com UnifylT PrPnarPrl fn -- CITY OF MONTICELLO 505 WALNUT ST STE 1 MONTICELLO, MN 55362 Sarah Rathlisberger 763.271.3201 sarah.rathlisberger@ci.monticell o.mn.us Shin Tn- CITY OF MONTICELLO 505 WALNUT ST STE 1 MONTICELLO, MN 55362-8822 Sarah Rathlisberger 763.271.3201 sarah.rathlisberger@ci.monticell o.mn.us nuntP Infnrmatinn- Quote #: MW -124389 Version: 1 Date Issued: 01/07/2022 Expiration Date: 02/06/2022 Description Recurring One -Time Qty Ext. Recurring Ext. One -Time Unify IT Product Agreement applies - www.marconet.com/legal Customer Locations 1 Site: City of Monitcello I Knowledge Workers: 60 1 Shared Workspace Users: N/A I Email Only Users: N/A I Devices: N/A IdentifylT: Asset Management $491.63 1 1 $491.63 IdentifylT - Operating System Patching, Remote Management & Monitoring IdentifylT - 3rd Party Application Patching IdentifylT - Managed Network Services Essentials IdentifylT - System Configuration Documentation IdentifylT - IdentifylT: Asset Management IdentifylT: Compliance $515.58 1 1 $515.58 IdentifylT - Compliance (NIST) IdentifylT - Security Phishing and Awareness Training UnifylT - IdentifylT: Compliance IdentifylT: Vulnerability 1 $228.60 1 1 1 $228.60 IdentifylT - Vulnerability Management Quote #MW -124389 v1 Job #: CONFIDENTIAL I MARCO 800.847.3098 MARCONET.COM 2 �f� SCHEDULE A - SCHEDULE OF PRODUCTS TO PRODUCT AGREEMENT(S) UnifylT - IdentifylT: Vulnerability IdentifylT Suite Discount 1 ($61.79) 1 1 1 1 ($61.79) SecurelT: EDR+SIEM 1 $1,790.38 1 1 1 $1,790.38 SecurelT - CrowdStrike Falcon Prevent, Falcon Insight, Falcon Overwatch, Falcon X SecurelT - Security SOC, Threat Intelligence 8x5 24Hr SLA & SIEM w/30 Day Alert Storage UnifylT - SecurelT: MDR + SIEM RestorelT: BBS Backup 1 $561.43 1 1 1 $561.43 BBS -390: 4TB Raw Storage, 2TB Recommended Max Backup Data Size + Matching Cloud Replication Storage UnifylT - RestorelT: Backup RestorelT: Cloud -to -Cloud Backup 1 $150.80 1 1 1 $150.80 Cloud to Cloud Backup - 0365 (Stand -Alone) - Teams, OneDrive, Exchange Online, Sharepoint Online, etc. UnifylT - RestorelT: Cloud Backup On Demand Services - Account Starter $9,584.00 1 1 1 $9,584.00 On Demand Services - Monthly Allocation 1 Recurring Subtotal: $3,676.63 Subtotal: $9,584.00 Quote #MW -124389 v1 Job #: CONFIDENTIAL I MARCO 800.847.3098 MARCONET.COM r�c�rcr � SCHEDULE A - SCHEDULE OF PRODUCTS TO PRODUCT AGREEMENT(S) Quote Summary - One -Time Expenses Description Amounl JnifylT $9,584.00 $9,584.00 Quote Summary - Recurring Expenses Description Amounl JnifylT $3,676.63 Recurring Total: $3,676.63 Payment Options Description Payments Interval Amount Recurring Payments 36 Monthly $3,676.63 36 Months - Monthly Payments 1 One -Time $9,584.00 Summary of Selected Payment Options Description Amounl Recurring Payments: 36 Months - Monthly Payments Selected Recurring Payment $3,676.63 Quote #MW -124389 v1 Job #: CONFIDENTIAL I MARCO 800.847.3098 MARCONET.COM 4 Approval SCHEDULE A - SCHEDULE OF PRODUCTS TO PRODUCT AGREEMENT(S) • Client represents that it has reviewed and agrees to be legally bound by this Schedule of Products. • Client represents that it has reviewed and agrees to be legally bound by the Relationship Agreement, any Product Agreement(s) referred to herein, and applicable policy(ies) ("Terms and Conditions") which are located at www.marconet.com/legal for the Products it is obtaining as identified in this Schedule of Products. If the parties have negotiated changes to the Terms and Conditions that have been reduced to writing and signed by both parties, the modified version(s) of such Terms and Conditions, that have not expired or been terminated, shall replace the online version(s). • Client agrees to use electronic signatures, electronic communications, and electronic records to transact business under the above documents. • The pricing above does not include taxes. Taxes,fees and surcharges shall be paid by Client and will be shown on invoices to Client. • Payments made via credit card are subject to a 3% surcharge. • A $30 fee will be assessed for any returned payment Marco Technologies, LLC Signature Name Date CITY OF MONTICELLO Prepared for: Sarah Rathlisberger Signature: Signed by: Title: Date: PO Number: Email Address: Quote #MW -124389 v1 Job #: CONFIDENTIAL I MARCO 800.847.3098 MARCONET.COM 5 CLIENT REFERENCES CONFIDENTIAL/TRADE SECRET We value our client relationships and protect their information. Out of professional courtesy, if you wish to speak directly to our references, please allow us to arrange. you can also visit our website at httn5://www.marconet.com/resources#.format-case-studies to learn more about our customers' experience in partnering with Marco for their technology solutions. 800.847.3098 - MARCONET.COM 0 2022 MARCO. ALL RIGHTS RESERVED. CERTIFICATE OF LIABILITY INSURANCE 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 policyRes) 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 IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED_ NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ACCORDANCE WITH THE POLICY PROVISIONS. City of Monticello 505 Walnut Street, Suite 1 PMAD YEFF Cu FAN BI TYPECTIxSe CE INSO AND POLKINNUMBEIR MMNDY Y LIMBS B COMMERCMLGENERALINBILIIY EACHOCCURRENCE TX CIAIMSMADE O OCCUR PREMISES EiocomImm MEDE%PLAVweIBNNm) PERSONAL&ADVIWURY NEW AGGREGiUE L MR APPL ES PER: GENERALAGGREGATE O SPOOL 1:1 POLICY LOC PRODUCTS-COMPOP ADD O ER: B AVIOMOBILELNBILPY LIMB (EOM aB1dmt)INGLE X ANYAUTO BODILY INJIJRYFWIoeiIn) OWNED scHEDULED BODILY IwuaY(Paamaan) AUTOS ONLY AUTOS X HIREDX NOW)AHEO PROPERIYOAMAGE AUTOS ONLY AUTOS ONLY Per aeddad A X UMBRELLALAD X OCCUR EACHOCCURRENCE EaCESS LNB CIAINS-ALADE AGGREGATE DED X RFTERTIONs C WORNENSCOMPENMA M X PER OTN AND EMPLOYERS' IABMm YIN STATUTE ER AxmmPMFTowPARmEwExEcuTrvE E> EACH ACC DEM aFFrcERAleeERFxcwDEm O NPA mandalov a Wo EL DISEASE-EAEMFIOYEE N yea, aaImbe amer DESCRPnONOFOPERARONSceIva' E> DISUSEPOLICYLIMIT D Pmlevionalc) r Each CaamlAyaOgae B Pigefly BPPaSlod LBaI A ComellmfuYxtleN palyl Each CaamlAgaOgae DESCRPTN)x OF OPEMTMMS I LOCATIONS VTNICIES (ACORD 101, Add14mi RenswiIs Sidardaka, may M allacMtl amore Wwe is reputed) `This insurance is issued pursuant to the Minnesota surplus lines insurance act The insurer is an eligible surplus lines insurer but is not offbownse licensetl by the State of Minnesota_ In case of insolvency, payment of claims is not guaranteed. Company D is subject to statutes and regulators of surplus lines camels. See Attached CERTIFICATE HOLDER CANCELLATION ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2018109) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Monticello 505 Walnut Street, Suite 1 Monticello MN 55362 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2018109) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: MARCO -2 _ LOC 9: A� ADDITIONAL REMARKS SCHEDULE Page t of t THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER 25 FORMTITLE: CERTIFICATE OF LIABILITY INSURANCE rhe ACORD name and logo are registered marks of ACORD POU" NUMBER �Mim Mc CODE U�C�E DAM THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER 25 FORMTITLE: CERTIFICATE OF LIABILITY INSURANCE rhe ACORD name and logo are registered marks of ACORD CONFIDENTIAL/TRADE SECRET • EXCEPTIONS/CLARIFICATIONS ■ Standard payment terms are Net15. ■ Upon award, a completed and signed credit application is required for formal credit approval. ■ Marco's preferred invoice delivery method is via email. ■ A 3% credit card fee may apply. ■ Marco accepts payments via EFT/ACH, contact AR@marconet.com for remittance information. 800.847.3098 MARCONET.COM @ 2022 MARCO. ALL RIGHTS RESERVED. City Council Agenda: 02/14/2022 2G. Consideration of approving 2021 Operating Transfers Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 02/14/2022 ® Consent Agenda Item Reviewed by: Approved by: Senior Accountant City Administrator ACTION REQUESTED Motion to approve 2021 Operating Transfers. REFERENCE AND BACKGROUND Operating transfers shift money from one fund to another. This is done for a variety of reasons, including to: • repay debt • cover unanticipated operating expenditures • close city funds that are no longer needed or open new funds • finance city projects The transfers listed above the red line in the below table were anticipated and authorized when the council adopted the 2021 budget resolution 2020-95. This resolution states Council can amend or rescind Section (2) authorizing transfers as the year progresses. Other transfers became necessary throughout the year and are based on available internal funding options. The proposed 2021 operating transfers are as follows: Transfer From Transfer To Amount g. 402 - Closed Bond Fund 400 - Capital Projects Fund 1,663,430 h. 101 - General Fund 213 - EDA Fund 2,368 i. 226 -MCC Fund 400 - Capital Projects Fund 425,000 j. 101 - General Fund 703 - Central Equipment Fund 1,000,000 *Included in Resolution 2020-89 adopting the 2021 budget. 213 - EDA (TIF 1-34) Fund 312 - 2011A Bond Fund $ 200,000 * 609 - Liquor Fund 226 - Community Cener 325,000 * c. 212 - Streets Reconstruction 404 - Park & Pathway Improvement FL 1,094,000 * 212 - Streets Reconstruction 703 - Central Equipment Fund 560,000 * d. 400 - Capital Projects Fund 662 - Sewer Access Fund 200,000 . T13 - EDA (TIF 1-34) Fund 312 - 2011A Bond Fund (1,300) 609 - Liquor Fund 226 - Community Cener (325,000) c. 212 - Streets Reconstruction 703 - Central Equipment Fund 13,657 e. 404 - Park & Pathway Improvement Fund 405 - Park Dedication Fund 18,997 f. 400 - Capital Projects Fund 318 - 2014A Bond Fund 3,776,538 g. 402 - Closed Bond Fund 400 - Capital Projects Fund 1,663,430 h. 101 - General Fund 213 - EDA Fund 2,368 i. 226 -MCC Fund 400 - Capital Projects Fund 425,000 j. 101 - General Fund 703 - Central Equipment Fund 1,000,000 *Included in Resolution 2020-89 adopting the 2021 budget. City Council Agenda: 02/14/2022 Description: Budgeted - Transfer to use TIF funding for 2011A debt payments. Partially rescinded to match actual principal and interest payments in 2021. Budgeted - Transfer to fund projected MCC operating deficit. Rescinded due to the use of ARPA funding approved at 12/13/21 Council meeting. c. Budgeted - Transfer to close Streets Reconstruction Fund. Amended to reflect actual transfer needed to close the Streets Reconstruction Fund. d. Budgeted - Transfer for future Sewer Fund projects. e. Transfer of restricted Park Dedication charges to new fund. f. Transfer for early redemption of the Judgment portion of the 2014A G.O. Bonds approved at the 10/11/21 Council meeting. g. Transfer to close the Closed Bond Fund approved as part of land purchase at 7/12/21 Council meeting. h. Transfer to fund stipends for EDA board members approved at 4/26/21 Council meeting. i. Transfer from the MCC Fund into the Capital Projects Fund to adjust the 2020 transfer in to the MCC Fund for the roof replacement project and operations. j. Transfer for future equipment purchases. Budget Impact: Varies by fund as noted above. II. Staff Impact: None. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the 2021 Operating Transfers. SUPPORTING DATA • Resolution 2020-89: Adopting the 2021 Budget and Authorizing Specific Finance -Related Activities CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2020-89 ADOPTING THE 2021 BUDGET AND AUTHORIZING SPECIFIC FINANCE -RELATED ACTIVITIES WHEREAS, the budget is the fiscal blue print for the entire year where the City Council has considered and incorporated all foreseeable spending plans for 2021; and WHEREAS, the City, through sound fiscal policy, establishes that current revenues will be used to finance current expenditures and regularly occurring capital expenditures; and WHEREAS, the City Council shall by this resolution set forth the total expenditures and uses, excluding depreciation, and the total revenues and other sources for each budgeted fund. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello the following is hereby approved: SECTION 1. AUTHORIZATION OF ESTIMATED REVENUES FROM ALL SOURCES, APPROPRIATIONS, AND FUND BALANCE ADDED EXPENDED): Revenues Expenditures Fund Balance Fund 2021 Budget 2021 Budget Added(Expended) General Fund $ 9,875,000 $ 9,875,000 $ - Soecial Revenue Funds Economic Development 1,186,000 818,000 368,000 Cemetery 33,000 33,000 - Small Community Development Grant 5,000 - 5,000 Monticello Community Center 1,236,000 1236000 - Total Special Revenue Funds 2,460,000 2,087 000 373,000 Debt Service Funds 2011A G.O. Refunding Bond 201,000 200,000 1,000 2014A G.O. Judgment Bond 515,000 513,000 2,000 2015B G.O. Bonds 225,000 214,000 11,000 2016A G.O. Bonds 489,000 527,000 (38,000) 2017A G.O. Bonds 474,000 473,000 1,000 2018A G.O. Bonds 449,000 447,000 2,000 2019A G.O. Bonds 730,000 715,000 15,000 2020A G.O. Bonds 187,000 236,000 (49,000) Total Debt Service Funds 3,270,000 3,325,000 55,000 Capital Project Funds Capital Project 2,793,000 1,790,000 1,003,000 Closed Bond Fund 156,000 - 156,000 Park & Pathway Dedication 1,141, 000 750,000 391,000 Street Lighting Improvement 100,000 100,000 - Street Reconstruction - 1,654,000 1,654,000 Total Capital Project Funds 4,190,000 4,294,000 104,000 Enterprise Funds Water 1,600,000 1,935,000 (335, 000) Sewage 3,120, 000 3,879,000 (759, 000) Water Quality 448,000 858,000 (410,000) Liquor 6,684,000 6,259,000 425,000 Deputy Registrar 702,000 645,000 57,000 Fiber Optics 1,865,000 2,029,000 164,000 Total Enterprise Funds 14,419 000 15,605,000 1,186,000 Internal Service Funds Building Maintenance 292,000 292,000 IT Services 248,000 248,000 - Central Equipment 1,000,000 989,000 11,000 Benefit Accrual 19,000 16,000 3,000 Total Internal Service Funds 1,267,000 1,253,000 14,000 Total All Funds $ 35 481,000 $ 36,439,000 $ 958,000 SECTION 2. TRANSFERS: By resolution, the Council can amend or rescind this section as the year progresses. The following list may include transfers for projects that have not received formal council authorization. Transfers for these projects can be rescinded any time during the budget year. a. To 2011 A GO Improvement Bond Fund from EDA/TIF - $200,000. b. To Community Center Fund from Liquor Fund - $325,000.* c. To Park & Pathway Fund from Street Reconstruction Fund - $1,094,000. d. To Sewer Access Fund from Capital Projects Fund - $200,000. e. To Central Equipment Fund from Street Reconstruction Fund - $560,000. * Transfer will only be made up to the amount necessary. A final number will be presented in a separate agenda item at the end of 2021 for Council approval. SECTION 3. OTHER BUDGET AUTHORIZING ACTIONS: a. Removes prior commitments and assignments, except those required by GASB, from fund balance classifications. b. Sets the General Fund reserve policy at 60-75% of expenditures. c. Approves Senior Center annual subsidy of $65,000. d. Approves a 2.5% wage adjustment to full-time (including union), part-time (excluding MCC staff and volunteer fire personnel) and seasonal employees commencing on first pay period beginning in January 2021. e. Establishes the monthly standard health insurance benefits for union employees at $1,193.58 with an effective date of March 1, 2021. The monthly standard health benefits for participating non-union employees are $827.20 for the single plan and $1,549.18 for the family plan. Premium contributions are required from family/dependent plan participants for the difference between the standard benefit and coverage costs. No contribution is required from single -plan and non -plan participants. ADOPTED BY the Monticello City Council this 14th day of December, 2020. CITY OF MONTICELLO xg�' I - Brian Stumpf, ayor ATTEST: WN Jenni Schreiber, C#Clerk City Council Agenda: 2/14/2022 2H. Consideration of renewing membership in the 1-94 West Corridor Coalition for 2022 in the amount of $7,227.50 Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 02/14/2022 ® Consent Agenda Item Reviewed by: Approved by: City Administrator ACTION REQUESTED Motion to approve renewing 1-94 West Corridor Coalition membership and paying contribution of $7,227.50. PREVIOUS CITY COUNCIL ACTION The City Council has approved annual membership in the coalition since 2013. REFERENCE AND BACKGROUND The 1-94 West Corridor Coalition is focused on improving 1-94 and its support facilities through both short and long-term improvements. With a unified voice, the organization advocates for solutions to address transportation concerns along the 1-94 corridor between Maple Grove and St. Cloud. On the attached map in the supporting documents, the Coalition outlines completed projects, funded incomplete projects, and unfunded future projects. Using the strength of a multi -agency advocacy effort, Monticello and our partners seek to demonstrate increased regional benefit to secure funding and completion for these projects. The Coalition is currently advocating for the submission of federal Rebuilding American Infrastructure with Sustainability and Equity (RAISE) grant for 2022. Last year the coalition advocated for two BUILD grants along the corridor including MNDOT's submittal for adding an additional lane westbound on 1-94 between Monticello and Albertville as well as Maple Grove's application for Highway 610 improvements at the connection to 1-94. We were not successful on these two applications, but Maple Grove did secure $13 million through the state bonding bill for the Highway 610 project as well as $5 million through the TED program. Given our place along this essential corridor and its resulting impact on our community's growth, Monticello's participation in the coalition continues to benefit our long-term growth and development. City Council Agenda: 2/14/2022 I. Budget Impact: Membership dues are based on census population; Monticello's contribution for 2022 is $7,227.50. The funds have been budgeted for the year in the Engineering Fund. II. Staff Impact: In collaboration with the council liaison to the organization, staff will continue to represent the City at 1-94 Coalition meetings and events. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan specifically cites a policy statement that the city "Continue to play a proactive role in regional planning initiatives and meet regularly with representatives from nearby townships, cities, Wright and Sherburne Counties and the Mississippi River Regional Planning Partnership." STAFF RECOMMENDED ACTION City staff recommends membership renewal and associated financial contribution to the coalition. 4110191:4 9 1►[0"D _11l_1 A. Invoice for 2022 B. 1-94 West Corridor Coalition brochure I-94 West Corridor Coalition PQ Box 95 Rogers, MN 55374 Bill To City of Monticello Monticello City Hall 505 Walnut Street Monticello, Mini 55362 Invoice Date Invoice # 1/17/2022 2005 FEE - 2 2022 ' UJI, Description Qty Rate Amount 2022 Annual Membership Duo 14.4 0,50 7,227.50 161, Total $7,227.50 k Jr94 CORRIDOR COALITION 2022 State of Minnesota Legislative Priorities We've experienced major success over the decade remaking making Interstate 94 From Maple Grove to Clearwater which have resulted in a 55% reduction in total travel delay and the completion of nearly 3 million square feet of new industrial development in the region. Projects have included: • Capacity expansion to 6 lanes of traffic: Highway 101 in Rogers and Highway 241 in St. Michael (2015) Highway 241 in St. Michael to County Road 19 (Eastbound) in Albertville (2019) 494 in Maple Grove to 101 Rogers (202 1) Highway 25 in Monticello to Highway 24 in Clearwater (2022) • Dayton parkway Interchange (2021) Two projects remain to achieve consistency of capacity and the free flow of traffic to and from 1-94 from Maple Grove to Clearwater, These Funded but unfinished priority projects along the Corridor include: • Completion of Highway 610 in Maple Grove that connects 1-94 and County Road 30 in Maple Grove Project cost = $53 million Committed funding = $31 million $13 million (State — LRIP Funds) $7 million (Federal — Regional Solicitation) $6 million (Local — City of Maple Grove) $5 million (MnDOT — TED Fundingl Current Funding gap = $22 million • Removal of the 4 lane Gap 1-94 between County Road 19 in Albertville and Highway 25 in Monticello Project Cost = $100 million Committed Funding $32.8 - $34.1 million Current Funding Gap = $67.2 - $65.1 million (continued on next page) f$) @"WIV Enhance Strengthen Increase Improve Economic Development Freight Mobility Safety Quality Of Life In 2021, the United States Congress approved a $1 trillion Federal Infrastructure Sill of which Minnesota is slated to receive $6.8 billion, with the majority of that money largely focused on roads and bridges. This new funding provides an incredible opportunity for the State of Minnesota to dramatically upgrade our transportation system. The 1-94 Corridor Coalition urges the Governor and State Legislature to ensure the State has adequate funding to match the influx of Federal funding. The Coalition expects that all decisions relating to transportation funding will be based on factual analysis in a fair and transparent manner with an emphasis on reducing congestion caused by freight and commuter traffic. Any project selection process should be valued based on ROI, merit and leverages funding already in the que, such as 610 completion and 1-94 Gap Removal Project. COMPLETED (2022) 1.94 PAVEMENT RECONSTRUCTION _ & EXPANSION 4 TO 6 LANES Monticello to Clearwater St. Cloud Clearwater 9 Monticello 1-94 GAP PROJECT Albertville to Monticello 4 to 6lanes capacity expansion. $35M in funding secured Partially Funded Projects Future Projects o Completed Projects N w.�E 004 S Not to scale X94 CORRIDOR COALITION II 1-94 CAPACITY EXPANSION 3rd Westbound lane between CR 37 and CR 19 completed with GAP t 37 19 41 Otsego i40 AlbertviVke St-Michaeld -zqi 4W 610 INTERCHANGE COMPLETION PROJECT atio Dayton e � ® 3° ,c°+� COMPLETED �/ Rogers $25M in 1-94 CAPACITY EXPANSION funding secured. From 4 to 6 lanes between Hwy 241 in St. Michael and Hwy 101 in Rogers 610 COMPLETED DAYTON PARKWAY Maple Grove INTERCHANGE Twin w at Cities °1 COMPLETED FISH LAKE 1.94 IINBONDED OVERLAY INTERCHANGE FUTURE From Fish Lake Interchange EXPANSION PROJECT to West of Hwy 101. Project includes auxiliary lanes from Hwy 101 to Hwy 610. greenlight94.com CONTACT US: info@9reen1ight94.com • P.O. Box 95, Rogers, MN 55374 January 31, 2021 City of Monticello 505 Walnut St .... . Monticello, MN 55362 Ir94 CORRIDOR COALITION Local businesses, units of government and organizations like yours are the lifeblood of Minnesota's economy, providing jobs and sustaining families in cities, towns and neighborhoods like the ones in which we work and live. The vitality of our local businesses depends greatly on the health of our infrastructure. It is because of this need that the 1-94 West Coalition was formed and why we are asking that you renew your membership. The 1-94 West Corridor Coalition is a partnership of businesses and local governments, formed to provide a strong, united voice to advocate for and address transportation concerns along the 1-94 corridor, from the Fish Lake Interchange to St. Cloud. Our growing communities require foresight, planning, and relentless advocacy to ensure our region's transportation needs are not lost at the Capitol. We've experienced major success over the decade remaking making Interstate 94 from Maple Grove to Clearwater which have resulted in a 55% reduction in total travel delay and the completion of nearly 3 million square feet of new industrial development in the region. Projects have included: Capacity expansion to 6 lanes of traffic: o Highway 101 in Rogers and Highway 241 in St. Michael (2015) o Highway 241 in St. Michael to County Road 19 (Eastbound) in Albertville (2019) a 494 in Maple Grove to 101 Rogers (2021) o Highway 25 in Monticello to Highway 24 in Clearwater (2022) Dayton parkway Interchange (2021) In 2022, our Coalition members and supporters continued to advocate for stable, reliable, and dedicated transportation funding plan that accounts for the long-term transportation needs of the State of Minnesota. We are looking forward to a successful 2022! It is because of the involvement of organizations like yours, that the 1-94 West Corridor Coalition experiences remarkable support and success. 1-94 Coalition Members demonstrated their commitment to our region though billboard sponsorships, interviews, legislative testimonies, and much more. The support of your organization and many others has been phenomenal, and we look forward to working together in 2022 with the renewal of your membership. Please find enclosed our 2022 Legislative Priorities and an invoice to renew your membership. Membership benefits include: recognition on the coalition website (greenlight94.com); email updates about coalition activities and transportation news; invitations to coalition events; and alerts about ways to get involved to further our efforts. Please contact info@greenlight94.com or call the Coalition at 612-594-7557 for more information. Sincerely, " 11,1140%s 1-94 West Corridor Coalition Board L: nced capacity by providing Maple Grove to St. Cloud. .. , , .....r ........ , ...,...,.�........ r ...... ,. .. ,.....�, .,.....;d voice to advocate for and address transportation concerns along this corridor. Our efforts have produced real economic results! The completion of Phase 1, from Rogers to St. Michael, has resulted in a 55% reduction in travel delay time through this stretch of road, and close to 3 million square feet of new industrial development. We look forward to seeing the results and benefits that the current planned construction bring. 60;" Enhance Increase Improve Strengthen Economic Safety Quality Freight Development of Life Mobility RITICAL CORRIDOR THAT'S KEY TO MINNESOTA'S VITALITY CLOUD A CRITICAL CORRIDOR THAT'S KEY TO MINNESOTA'S VITALITY. Priority Projects The coalition continues to advocate for the funding, construction, and completion of various unfunded phases along the corridor. Unfunded Project Completing the phases of this project is crucial for enhanced -Clearwater to St. Cloud: 4 to 6 economic development, increased safe an improved quality of life p safety, p q ry � lanes capacity and increased freight mobility. These unfunded projects include: improvements ■ 610 Completion - The completion of this project brings to a close the nearly 40 -year vision of connecting 1-35W to 1-94 as a north crosstown. Pairing the 610 completion project with the Brockton Interchange addresses the need for additional capacity on 1-94 and provides another access point to the growing areas of northwest Hennepin county and beyond. ■ Fish Lake Interchange - Capacity improvements ■ Albertville to Monticello - 4 to 6 lanes capacity improvements ■ Clearwater to St. Cloud - 4 to 6 lanes capacity improvements Our Efforts are Driving Progress ■ Rogers to St. Michael - Driving progress since 2014 Since completion, this capacity expansion project has attracted close to 3 million square feet of new industrial development and an average of $2.10 in property taxes for every additional square foot, approximately $6.2 million annually. ■ 610 Corridor - Driving progress since 2016 The 610 Corridor has seen significant tax base increase and job growth numbers for both Maple Grove and Brooklyn Park. • The Maple Grove Parkway interchanges at 610 and 1-94 have yielded over $183 million in additional tax base and 2,000 new jobs. • Brooklyn Park has experienced over $255 million in new tax base and the growth of over 5,900 jobs. • The corridor is home to significant industrial and office users, many from the med-tech industry. Clearwater St. Cloud Monticello to Clearwater: 4 to 6 lanes capacity improvements, 2019-2021 Unfunded Project - Phase 3: Albertville to Monticello - 4 to 6 lanes capacity improvements Unfunded Projects Funded Projects Completed Projects Monticello ,.1 Otsego Albertville I -A TH 241 in St. Michael to CSAH 19 in Albertville - 4 to 6 lanes capacity improvements • Project received $56 million from the Corridors of Commerce Program to complete lane capacity improvements St. Michael U TH 101 in Rogers to TH 241 in St. Michael - 4 to 6 lanes expansion has produced proven results: • 37% or $17 million under budget • A 55% reduction in travel delay, saving approximately 350 hours per day • Nearly 3 million square feet of new industrial development, producing $6.2 million annually in property tax • The project will reduce travel delay by more than 330 hours per day, eliminate $1 million in crash costs annually, and make trips on the corridor much more reliable Rogers Unfunded Project - 610 Completion: complete essential connections between 1-94 and TH 610 and CSAH 610 connection to CR 30 Dayton Dayton Parkway Interchange - Full access point and additional auxiliary lane • Included in the 2018 bonding bill and will receive $13.5 million • Will address a six -mile interchange gap between Maple Grove and Rogers • Received $2 million TED grant funds 1-94 Auxiliary Lane - from Fish Lake .. Interchange to West of Hwy 101 as part A,- of unbonded overlav Unfunded Project - Fish Lake Interchange: capacity ��• •' ' improvements Maple Grove Twin Cities f$) n ECONOMIC DEVELOPMENT The capacity expansion projects and additional transportation infrastructure upgrades along the corridor are crucial for attracting needed economic development, resulting in economic growth and local tax benefits. SAFETY Crash and severity rates along the corridor are higher than the statewide average, and the segment averages 1.4 accidents per day. Capacity expansion and additional improvements will ensure that our residents, commuters, and transit are safe. QUALITY OF LIFE Our efforts are producing results! The completion of lane expansion from Rogers to St. Michael has resulted in a 55% reduction in total travel time. Strategic improvements are necessary to ensure that the enhancements to key regional connections are made possible for those living near or traveling through the 1-94 West Corridor. FREIGHT 1-94 West is a crucial Minnesota transportation corridor, a national freight artery that links the Midwest to the Pacific Northwest ports, and a key route for freight and travel to Chicago and the Eastern Seaboard. These projects are crucial for increasing freight mobility. City Council Agenda: 02/14/2022 21. Consideration to approve payment of 2021 Central Mississippi River Planning Partnership dues in the amount of $7,143. Prepared by: Meeting Date: ❑ Regular Agenda Item City Administrator 2/14/2022 ® Consent Agenda Item Reviewed by: Approved by: N/A City Clerk ACTION REQUESTED Motion to approve annual dues in the amount of $7,143 for membership in the Central Mississippi River Regional Planning Partnership (CMRP). REFERENCE AND BACKGROUND The Central Mississippi Regional Planning Partnership (CMRP) is a joint powers entity consisting of Wright and Sherburne Counties, as well as several cities and townships within each county. The member communities developed CMRP to collaboratively plan for the region's success. CMRP's mission is to develop and implement a compelling regional vision and framework that guides local decisions on thoughtful and collaborative planning, growth, and development to benefit both individual jurisdictions and the region as a whole. CMRP and its work is funded through annual dues paid by the member partners. There are currently nine partner jurisdictions. The dues structure for CMRP is set on a calendar year schedule. Wright and Sherburne Counties are each responsible for 50% of the annual CMRP budget; the city and township partners split the remaining 50% of the budget. Per the JPA and associated agreements, the Partnership establishes budgets in July of the previous year and then amends them at the beginning of the calendar/fiscal year; this ensures Partners have membership fee information in time for their local budgeting processes each fall. This regular review/amendment process allows the Partnership to closely manage its finances. For 2022, the adopted CMRP workplan reflects a decrease in anticipated overall budget from $150,000 to $100,000. This results in a reduction in partner dues for all partners. Budget Impact: The budget for 2022 included an estimated $11,250 for CMRP dues within the administration department in the General Fund. As noted, the allocation per the joint powers agreements resulted in a decreased membership amount for the year of $7,143. II. Staff Workload Impact: Mayor Hilgart and Councilmember Gabler are the official partner and alternate for the City. Anticipated additional staff participation includes the City Council Agenda: 02/14/2022 city administrator and city engineer with input from the community development director as needed. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan cites the following policy and strategy, which are in direct support of continued involvement in CMRP: Policy 1.10: Regional Planning: Continue to play a proactive role in regional planning initiatives and meet regularly with representatives from nearby townships, cities, Wright and Sherburne Counties and the Mississippi River Regional Planning Partnership. Strategy 7.2.1 - Engage in the regional planning efforts of the Central Mississippi River Regional Planning Partnership (CMRP) to allow for the continued development of the community. STAFF RECOMMENDED ACTION Staff recommends approval of the 2022 dues amount. Continued involvement in CMRP allows Monticello to provide support to an evolving regional collaborative effort. SUPPORTING DATA A. CMRP Invoice, 2022 B. CMRP Website: https://regionalplanningpartnership.org/ PO BOX 75 29601 County Road 5 Big Lake, MN 55309 City of Monticello ATTN: Finance Department 505 Walnut Street Monticello, MN 55362 INVOICE DATE: January 14, 2022 INVOICE # 2022-05 2022 Central Mississippi Regional Partnership Dues DESCRIPTION AMOUNT 2022 CMRP Budget = $100,000 2022 City Partner Fees $7,143.00 Total $7,10,00 Please Remit Your Payment toTown of Big Lake PO Box 75, Big Lake MN 55309 City Council Agenda: 02/14/2022 2J. Consideration of adopting Resolution 2022-08 endorsing WashburnPOS's submittal of a Job Creation Fund (JCF) Grant Application to MN -DEED in the amount of $408,000 related to a proposed facility expansion Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager 02/14/2022 ® Consent Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2022-08 endorsing WashburnPOS's submittal of a Job Creation Fund (JCF) Grant Application to MN -DEED in the amount of $408,000 related to a facility expansion proposal. REFERENCE AND BACKGROUND WashburnPOS is rapidly growing and needs to add warehouse space to its existing building at 218 Chelsea Road. The company proposes to construct a 42,000 to 50,000 square foot addition on the south side of its existing 33,000 square foot facility. The expansion is proposed to add 44 new FTE staff to its current workforce of 43 FTE. WashburnPOS is in the business of repair, refurbishment, and light assembly of point-of-sale computer systems. They have been operating from the current location in Monticello since the 1990s. The most recent growth surge occurred in 2021 and resulted in a need to lease space in two other buildings in Monticello. WashburnPOS's customers include large retailers such as Target, Home Depot, Tractor Supply Company, hotels, casinos, cruise lines, grocery stores and a variety of small retail companies. A project sources and uses provided by WashburnPOS shows the various proposal components. The total project cost is $6,251,000. A financing gap of $1,543,599 has also been identified. To fill the projected gap, staff have suggested several assistance programs as possible solutions. Those economic development assistance tools include: Tax Increment Financing (TIF) MN -DEED Job Creation Fund (JCF) Grant program Greater Monticello Enterprise Fund Loan Program Without assistance from the available programs, WashburnPOS indicates the proposed expansion will not occur at this site. The alternative would be to continue to rent off-site space until it could relocate to an adequately sized facility. However, there are currently no buildings City Council Agenda: 02/14/2022 of that size available in the City of Monticello. Moving to a building of sufficient size in another community would be an option, though company ownership prefers to expand in the existing location to avoid significant disruptions to the business and current workforce. The JCF Grant program is a pay for performance incentive program that awards funding to companies that undertake new capital investments and add new permanent staff. The payments are structured over a 5 -to -6 -year time frame. If funding is awarded to WashburnPOS under this program, the grant agreement would be between the State and the Company. The city's role is to vet the overall proposal and endorse the Grant application through the resolution which will be attached to the submittal materials. If the grant is awarded to WashburnPOS, City staff may be asked to complete annual job creation compliance reports and collaborate with the State on clarifying questions that arise as needed about various reports and funding draw processes. City staff use scoring system to evaluate the merits of economic development projects. In use since 2016, the score includes factors directly related to economic development goals including employment, living wage, tax base and retention. Based on the metrics, the score for the WashburnPOS expansion proposal is 32.5. This is comparable to the UMC facility 2020-2021 expansion score of 33 points. The fact that WashburnPOS is adding jobs as well as significant new tax base on a relatively small land parcel are the biggest contributing factors in the score. Budget Impact: The budget impact from the JCF Grant Resolution is minimal. II. Staff Workload Impact: The staff workload related to supporting WashburnPOS' submittal of the JCF Grant application to MN -DEED is minimal. III. Comprehensive Plan Impact: Continuing to support Monticello industrial users who meet the city's goals for employment and tax base is consistent with the Monti 2040 Value Statement for "A diversified and strong local economy competitive at regional, state and national levels." The Monti 2040 Plan's Economic Development chapter includes numerous statements aligning with this project expansion, including those for business retention, reinvestment, tax base expansion and workforce development. STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2022-08 endorsing WashburnPOS's JCF Grant application submittal to MN -DEED in the amount of $408,000. The company is proposing a significant expansion of its facility and adding 44 new FTE staff at its facility. If WashburnPOS cannot pursue the expansion proposal at its current location, it has indicated that it will need to explore the option of potential available buildings in other communities. SUPPORTING DATA A. Resolution 2022-08 City Council Agenda: 02/14/2022 B. WashburnPOS Proposal Sources and Uses C. Summary of JCF Grant Program D. WashburnPOS Expansion Proposal Point Score Analysis CITY OF MONTICELLO CITY COUNCIL RESOLUTION NO. 2022-08 RESOLUTION REGARDING THE SUPPORT OF A JOB CREATION FUND APPLICATION IN CONNECTION WITH WASHBURN COMPUTER GROUP WHEREAS, the City of Monticello, Minnesota (the "City"), desires to assist Washburn Computer Group, a Computer/Point of Sale Service, Repair and Light Assembly company, which is proposing to construct a facility in the City; and, WHEREAS, the City of Monticello understands that Washburn POS, through and with the support of the City, intends to submit to the Minnesota Department of Employment and Economic Development an application for an award and/or rebate from the Job Creation Fund Program; and, WHEREAS, the City of Monticello held a city council meeting on February 14, 2022, to consider this matter. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota, that, after due consideration, the Mayor and City Council of the City of Monticello, Minnesota, hereby adopts the following findings of fact related to the project proposed by Washburn Computer and its application for an award and/or rebate from the Job Creation Fund Program and express their approval. The City Council hereby finds and adopts the reasons and facts supporting the following findings of fact for the approval of the Job Creation Fund Program application: 1. Finding that the project is in the public interest because it will encourage the growth of commerce and industry, prevent the movement of current or future operations to locations outside Minnesota, result in increased employment in Minnesota, and preserve or enhance the state and local tax base Washburn Computer Group has indicated that it will expand its building by 42,000 to 50,000 square feet and add 44 new FTE staff to its current workforce. The annual property tax increase from the new addition will be approximately $60,000. The company leadership has considered potential sites outside of MN in its site search process. 2. Finding that the proposed project, in the opinion of the City Council, would not reasonably expect to occur solely through private investment within the reasonably foreseeable future. Washburn Computer Group has stated that it will not be able to undertake a facility expansion proposal of approximately 42,000 to 50,000 square feet without financial assistance needed to fill a gap of approximately $1,500,000. 3. Finding that the proposed project conforms to the general plan for the development or redevelopment of the City as a whole. The Washburn Computer Group's facility is located in the 1-2 Industrial Zone in the City. The Comprehensive Plan supports efforts to retain existing businesses and increase the tax base and grow the local economy through new employment opportunities. 4. Finding that the proposed project will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the redevelopment or development of the project by private enterprise. Washburn Computer Group has identified a funding gap and indicates that without assistance it will not be able to move forward with the expansion proposal at the Monticello site. By obtaining a JCF Grant a portion of the needed funding assistance will be secured. In combining JCF Grant dollars with additional local funding programs, it will help ensure that the funding gap is filled, and the facility expansion can occur as proposed. ADOPTED this 141h day of February 2022, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL Bv: Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk Washburn Computer Group Monticello project Purchase 218 Chelsea 2,000,000.00 Fallon Ave Lot 1.5 Acres 300,000.00 New addition/sq ft 87 40,000 3,480,000.00 Construction overrun 12% 417,600.00 Projected closing costs 54,000.00 Total Project COST 6,251,600.00 Riverwood Bank note 2,740,000.50 SBA not 1,968,000.35 Total commited financing 4,708,000.85 GAP 1,543,599.15 Current applicable Cash Flow items Chelsea rent 15,000.00 Edmundson rent 7,800.00 Fallon rent 3,800.00 Total rent 26,600.00 Riverwood payment 4.99%/25 yr 16,060.21 SBA payment 3.026%/25 yr 9,411.43 Total payments 1 25,471.64 Additional Monthly Cash Flow burden 1 -1,128.36 2/9/22, 11:13 AM Minnesota Job Creation Fund / Minnesota Department of Employment and Economic Development EMPLOYMENT AND ECONOMIC DEVELOPMENT Minnesota Job Creation Fund The Job Creation Fund provides financial incentives to new and expanding businesses that meet certain job creation and capital investment targets. Companies deemed eligible to participate may receive up to $1 million for creating or retaining high -paying jobs and for constructing or renovating facilities or making other property improvements. In some cases, companies may receive awards of up to $2 million. This award-winning program has been recognized for its innovation by the Economic Development Association of Minnesota. For More Information Contact Tom Washa (mailto:tom.washa@state.mn.us). at 651-259-7483 or 1-800-657-3858, or contact a DEED Business Development Manager (/deed/ed/location-expansion/assistance/index.jsp) in your area. https://mn.gov/deed/business/financing-business/deed-programs/mn jcf/ 1/5 2/9/22, 11:13 AM Minnesota Job Creation Fund / Minnesota Department of Employment and Economic Development Job Creation Fund Eligibility The program is available to businesses engaged in manufacturing, warehousing, distribution, technology - related industries, and other eligible activities. Companies must work with the local government (city, county or township) where a project is located to apply to DEED to receive designation as a Job Creation Fund business. To be designated as a Job Creation Fund business, a business must, at minimum: 0 Be engaged in an eligible business activity o Obtain local government support for their project via council resolution 0 Invest at least $500,000 ($250,000 for Targeted Populations*) in real property improvements within one year of becoming a designated Job Creation Fund business o Create at least 10 (5 for Targeted Populations*) new full-time permanent jobs within two years of becoming a Job Creation Fund business while maintaining existing employment numbers o Pay at least $14.01 in wages and benefits in 2022, adjusted annually based on 110/0 of federal poverty guidelines. The level will change again on Jan. 1, 2023. o Have other location options outside of Minnesota o Cause no undue harm to Minnesota business competitors • Certify that the project would not occur without Job Creation Fund assistance Projects that begin prior to becoming designated by DEED are not eligible for the Job Creation Fund. Prevailing Wage Requirements Projects that receive $200,000 or more in Job Creation Fund assistance are subject to prevailing wage requirements. Learn more regarding Prevailing Wage Requirements by reviewing the Prevailing Wage Guide ,(/deed/assets/prevailing-wage tcm1045-420167.pdf), or visiting the Department of Labor and Industry website regarding Prevailing Wage Requirements (https://www.dli.mn.gov/business/employment-practices prevailing= wage -information),. Available Benefits Companies that meet eligibility requirements must sign a business subsidy agreement with DEED to meet job retention, creation, wage, and capital investment requirements. The following benefits may be available once a business meets the conditions of its agreement and provides proof of performance: o $1000 ($2000 for Targeted Populations*) per year per job created for jobs paying at least $29,264 in cash wages 0 $2000 ($3000 for Targeted Populations*) per year per job created for jobs paying at least $39,388 in cash wages https://mn.gov/deed/business/financing-business/deed-programs/mn jcf/ 2/5 2/9/22, 11:13 AM Minnesota Job Creation Fund / Minnesota Department of Employment and Economic Development o $3000 ($4000 for Targeted Populations*) per year per job created for jobs paying at least $50,641 in cash wages o Up to a 5% rebate for real property improvements for businesses located in the Twin Cities Metro o Up to a 7.5% rebate for real property improvements for business located in Greater Minnesota *A targeted population is defined as if the business is located in Greater Minnesota or if 51% of the business is cumulatively owned by minorities, veterans, women or persons with a disability. https://mn.gov/deed/business/financing-business/deed-programs/mn-jcf/ 3/5 2/9/22, 11:13 AM Minnesota Job Creation Fund / Minnesota Department of Employment and Economic Development How to Apply to the Job Creation Fund Applications for the Job Creation Fund are accepted year-round. Businesses must apply through the local government unit (city, county or township) where the project will be located. In consultation with DEED, the local government unit will determine whether the business meets minimum program requirements. To assist with the process, complete this Job Creation Fund Eligibility and Application Checklist (/deed/assets/job-creation-fund-checklist tcm1045-131654.pdf).. Projects that meet the minimum requirements should contact Tom Washa(mailto:tom.washa@state.mn.us),, Program Manager at 651-259- 7483 for an application and complete the following four -step process: Step One With assistance from the local government, the business submits the Job Creation Fund Application Form and required supporting documents to DEED. Completed applications may be emailed to jobcreationfund@state.mn.us(mailto:jobcreationfund(@state.mn.us). or mailed to the following address: Tom Washa Program Administrator - Principal Office of Business Finance 332 Minnesota Street, Suite E200 St. Paul, MN 55101 Step Two DEED evaluates the application and notifies the local government and business of approval or denial. If approved, DEED will formally designate the business as a Job Creation Fund business and determine an award amount. Awards in excess of $500,000 require DEED to hold a public hearing. Step Three After a public hearing (if applicable), DEED drafts a business subsidy agreement specifying project goals and duration for the agreement and sends it to the business for signature. The business then returns the agreement to DEED for final signature by the DEED commissioner. Step Four Through the duration of the business subsidy agreement, the local government will continue to provide assistance to the designated JCF business. This includes collecting required reporting information and submitting progress reports, annual reports, requests for payment, and providing updates to the business regarding updates to annually adjusted wages. Program Materials Select the links below to view, download or print these forms: https://mn.gov/deed/business/financing-business/deed-programs/mn jcf/ 4/5 (�2 e Name of Project: l 1. Number of New Employees Point Value Number +1 1-5 +2 6-15 +3 16-30 +4 31-50 +5 51+ 2. Number of Jobs Per Acre Point Value Number Per Acre +1 1— 2 per acre +2 3 — 4 per acre +3 5 — 6 per acre +4 6 — 7 per acre +5 8 + rye --- 3. Average Wages for New Jobs -4/T �'J -e-%.Xj F- -FE S(�2 PIP -q G erg Point Value Pay Range Dollar Weighting Total Empl. Weighted $ Amt. +1 $15,000-24,999 $20,000 $ +2 $25,000-291,999 $27,500 $ +3 $30,000-44,999 $37500) _ G Z $ COD +4 $45,000-59,999 $52,500 $ +5 $60,000+ $60,000 $ 4. Public Assistance per New Jobs 0 O 04ublic Assistance Number of new jobs created 2 7, dublic Assistance1 er new job p Point Value Public Dollars Invested Per New Job +1 Over $50,000 +2 $40,000 to $49,999 +3 $30,000 to $39,999 +4 $20,000 to $29,999 +5 $0 to $19,99 S. Number of Years of TIF Assistance Needed + 0 9 years + 8 years +2 7 years or less 6. Developed Assessed Value Per Acre Point Value Value Per Acre +1 $150,000-199,999 +2 $200,000-349,999 +3 $350,000-499,999 +4 $500,000-599,999 +5 $600,000 + 7. Business Retention Point Value Number of Retained Jobs +0.5 1-5 jobs +1 6-10 jobs +1.5 11-30 jobs +2 31-50 jobs +2.5 =50-100 jobs +3 101 + jo s 3 8. Ratio of Private versus Public Investment in Project icy .51, 6 O ( Private Investment 0L) EDA/Public Investment -60 CTotal Investment 14o37.7 Ratio of Private versus Public financing Point Value Ratio +1 over 2:1 +2 over +3 over 4:1 +4 over 5:1 (f+5 6org 9. Significant Community Impact Point Value Unsubsidized Spin -Off development potential �+I��Lo�wot�'J=�_s�--�u�nsub�sidi�zedd�evel�om�ent +2 Moderate potential for spin-off unsubsidized development +3 High potential for spin-off unsubsidized development 10. Tenure in Business Operation Point Value Number of Years in Business +1 Five years or ess +2 6 to 10 years +3 11 years or more 4 11. Environmental Impacts Point Value Tvoes of Environmental Issues +1 Enhances the environmental aspects of a site via clean-up of contaminants or improved aesthetics via unique site or architectural features -0- o impacts -1 Noise Issues -2 Noise and negative visual aesthetics -3 Noise, odors, dust, traffic and negative visual aesthetics WORKSHEET SUMMARY Factors Total Points #1. Number of New Employees (1-5) �— #2. Number of Jobs Per Acre -4 (1-5)�- #3. Average Wages for New Jobs (1-5) #4. Public Assistance Per New Job 100 percent discount from market price = $1.00 for the entire lot #5. Number of Years of TIF Assistance b (1-2) #6. Developed Assessed Value Per Acre (1-5) #7. Business Retention (# of Jobs) S-' (.5-3) #8. Ratio of Private to Public Invest. (1-5) #9. Significant Impact/Comp Plan Goals ) (1-3) #10. Number of Years of Business Oper. (1-3) #11. Environmental Impacts (-3 to +1) Total Points 3-Z.5 4,4( Total Possible Points = 42 Total Worksheet Points Equated to Land Price Total Overall Points Price for Otter Creek Land 1-5 $3.16 per sq. ft. (No TIF) 5-10 $3.16 per sq. ft. with TIF as a land reimbursement to developer 11-15 20 percent discount from market price = $2.53 per sq. ft. 16-20 40 percent discount from market price = $1.90 per sq. ft. 21-25 60 percent discount from market price = $1.26 per sq. ft. 26-30 80 percent discount from market price = $.63 per sq. ft. 31-42 100 percent discount from market price = $1.00 for the entire lot 5 City Council Agenda: 02/14/2022 2K. Consideration of adopting Resolution 2022-09 calling for a Public Hearing on the proposed Establishment Tax Increment Financing District No. 1-44 within the Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Financing Plan for the District Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager 02/14/2022 ❑x Consent Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2022-09 calling for a Public Hearing regarding the proposed establishment of Tax Increment Financing District No. 1-44 within the Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Plan for the TIF District. REFERENCE AND BACKGROUND The City Council is asked to consider the adoption of Resolution 2022-09 calling for a Public Hearing related to the proposed establishment of a new Economic Development Tax Increment Financing (TIF) District, #1-44, within the Central Monticello Redevelopment Project Area No. 1, and the proposed adoption of the Tax Increment Plan for the TIF District. WashburnPOS submitted a TIF Application for review and discussion at the February 9, 2022 EDA meeting. The EDA adopted the resolution requesting that City Council call for the Public Hearing. The TIF application and related exhibit materials are attached to this report. WashburnPOS is in the business of repair, refurbishment, and light assembly of point-of-sale computer systems. They have been operating from the current location in Monticello since the 1990s. The most recent growth surge occurred in 2021 and resulted in a need to lease space in two other buildings in Monticello. WashburnPOS's customers include large retailers such as Target, Home Depot, Tractor Supply Company, hotels, casinos, cruise lines, grocery stores and a variety of small retail companies. For the expansion, WashburnPOS is proposing to have the new building addition extend nearly to the south property line of its current 4.21 -acre lot. The semi -truck parking area on the south side of the existing building will be displaced with the building expansion proposal. Hence, the company is seeking to purchase the 1.46 -acre lot directly south of the WashburnPOS site. The City Council Agenda: 02/14/2022 company ownership believes this area will allow it to place a semi -truck staging area on the newly acquired land as well as allow for another potential future building expansion. A project sources and uses provided by WashburnPOS shows the various proposal components. The total project cost is $6,251,000. A financing gap of $1,543,599 has also been identified. To fill the projected gap, City staff have suggested several potential assistance programs as possible solutions. Those economic development assistance tools include: Tax Increment Financing (TIF) MN -DEED Job Creation Fund (JCF) Grant program Greater Monticello Enterprise Fund Loan Program As noted, in the TIF application, WashburnPOS is indicating that without TIF and other assistance, to fund the project and specifically write down the land purchase costs, site preparation and grading components, the proposed expansion will not occur at this site. The alternative would be to continue to rent off-site space until it could relocate to an adequately sized facility. However, there are currently no buildings of that size available in the City of Monticello. Moving to a building of sufficient size in another community would be an option, though company ownership prefers to expand in the existing location to avoid significant disruptions to the business and current workforce. City staff use scoring system to evaluate the merits of economic development projects. In use since 2016, the score includes factors directly related to economic development goals including employment, living wage, tax base and retention. Based on the metrics, the score for the WashburnPOS expansion proposal is 32.5. This is comparable to the UMC facility 2020-2021 expansion score of 33 points. The fact that WashburnPOS is adding jobs as well as significant new tax base on a relatively small land parcel are the biggest contributing factors in the score. State statutes for use of TIF require a public hearing be held by City Council. Several years ago, the Council assigned TIF District review and administration to the EDA; however, the Council is still responsible for the final approval of the TIF Plan and authorization of creating a new TIF District. The City Council last established an Economic Development TIF District (#1-41) as part of the UMC expansion proposal in early 2020. The use of TIF in that proposal allowed a land write down to occur for 7.31 -acre parcel of land that the EDA acquired and then sold to UMC for the new facility. Should the City Council call for a hearing, City staff and consultants will continue their review of the TIF application and development of the financial analysis and legal documents associated with the establishment of the TIF District. Land use applications for the proposed development will also be required and reviewed by the Planning Commission and the City Council. City Council Agenda: 02/14/2022 Budget Impact: The budget impact from the TIF District proposal is minimal. WashburnPOS's $12,500 TIF application fee will cover initial costs related to the application review and approval. Costs incurred over and above the fee deposit will be invoiced to WashburnPOS. The budget impact of the development proposal itself is positive in that the tax increment generated via the new development will be structured as a PAYGO and be paid out over the life of the TIF District. Eligible costs incurred by the developer (WashburnPOS) will get reimbursed through the increment payments over the life of the TIF District (potential of 9 years). It is projected that at the time of the TIF District decertification, annual property taxes from the new addition will be approximately $60,000 with about 35 percent of that figure going to the City. II. Staff Workload Impact: The EDA attorney (Kennedy & Graven) and the Financial Advisor (Northland Securities) as well as the Economic Development Manager and the Community Development Director have been involved in the initial work tasks related to the WashburnPOS expansion proposal. Several meetings have been held with the company and the Economic Development Manager, the WSB Consultant staff and MN - DEED representatives for the JCF program and the MIF program. It should be noted that if the City Council approves moving forward with the TIF assistance, a sizeable number of action steps and tasks lie ahead for the proposal. A TIF review and approval calendar is included illustrating the key milestones. A projection of the number of hours that will be allocated to the proposal is approximately 55 to 75. As part of the TIF Plan preparation, Northland will perform an analysis of the proposed financing and the critical "but for" test (but for the TIF assistance, the proposal would not move forward). III. Comprehensive Plan Impact: Continuing to support Monticello industrial users who meet the City's goals for employment and tax base is consistent with the Monti 2040 Value Statement for "A diversified and strong local economy competitive at regional, state and national levels." The Monti 2040 Plan's Economic Development chapter includes numerous statements aligning with this project expansion, including those for business retention, reinvestment, tax base expansion and workforce development. STAFF RECOMMENDED ACTION Following review of the TIF application and discussion, the EDA adopted a resolution requesting the City Council call for a Public Hearing for the establishment of a new Economic Development TIF District. Staff recommends City Council take the next step by adopting Resolution 2022-09 calling for the Public Hearing. The TIF Application materials submitted by WashburnPOS indicate that it has a sizeable funding gap and needs TIF assistance to proceed with the proposed development that will solve its space and employee needs. City Council Agenda: 02/14/2022 If the City Council adopts Resolution 2022-09, the public hearing will allow for public comment ahead of the City Council review and consideration of the critical "but for" financial analysis and the TIF Plan which NSI will prepare as part of the final TIF District step. SUPPORTING DATA A. Resolution 2022-09 B. TIF #1-44 Review and Approval Calendar C. WashburnPOS TIF Application with Attachments D. WashburnPOS Proposal Point Score Analysis E. EDA Resolution 2022-02 CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION 2022-09 RESOLUTION CALLING PUBLIC HEARING ON THE PROPOSED ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-44 WITHIN THE CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1, AND THE PROPOSED ADOPTION OF THE TAX INCREMENT FINANCING PLAN RELATING TO TAX INCREMENT FINANCING DISTRICT NO. 1-44 BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota (the "City"), as follows: 1. Public Hearing. This Council shall meet on or after Monday, April 11, 2022, at approximately 6:30 p.m., to hold a public hearing on the proposed establishment of Tax Increment Financing District No. 1-44 (the "TIF District") within the Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Financing Plan relating to the TIF District, all pursuant to and in accordance with Minnesota Statutes, Sections 469.090 through 469.1081, as amended, and Sections 469.174 through 469.1794, as amended (collectively, the "Act"). 2. Notice of Hearing; Filing of TIF Plan. The City Clerk is hereby authorized to cause a notice of the hearing, substantially in the form attached hereto as Exhibit A, to be published as required by Section 469.175, Subdivision 3 of the Act, to place a copy of the proposed Tax Increment Financing Plan for the TIF District on file in the City Clerk's Office at City Hall, and to make such copies available for inspection by the public. 3. Consultation with Other Taxing Jurisdictions. The City Clerk is hereby directed to mail a notice of the public hearing and a copy of the proposed Tax increment Financing Plan for the TIF District to Wright County and Independent School District No. 882, informing those taxing jurisdictions of the estimated fiscal and economic impact of the TIF District. Adopted by the City Council of the City of Monticello, Minnesota, this 14th day of February 2022. Mayor ATTEST: City Clerk 604933v 1 MN 190-160 Exhibit A CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Monticello, Minnesota, will hold a public hearing on Monday, April 11, 2022, at approximately 6:30 p.m. in the City Hall Council Chambers, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-44 (the "TIF District") within the Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursuant to Minnesota Statutes, Sections 469.090 to 469.1081, as amended, and Sections 469.174 through 469.1794, as amended. Copies of the proposed Tax Increment Financing Plan will be on file and available for public inspection at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the office of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Redevelopment Project No. 1 and the proposed TIF District are shown in the following map. [insert map] All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY ORDER OF THE CITY COUNCIL /s/ City Clerk 2 604933v1MN190-160 S M T W T F S 1 2 3 4 5 6 7 8 ■ 10 11 12 13 14 15 16 17 18 19 20 21 22 A 24 25 26 27 EM S M T W T F S 1 2 3 4 5 6 7 8 i 10 11 12 13 - 15 16 17 18 19 20 21 22 - 24 25 26 27M 29 30 31 S M T W T F S 1 2 3 4 6 7 8 9 10 12 14 15 16 17 18 19 20 21 22 23 24M 26M 28 29 30 S M T W T F S 1 2 3 4 5 6 7 8M 10F1 12 13 14 15 16 17 18 19 20 21 22- 2425 26 27 28 29 30 31 City of Monticello Central Monticello Redevelopment Project No. 1 Establishment of Tax Increment Financing District No. TIF 1-44 Economic Development TIF District Washburn POS Expansion Public Hearing on April 11 February 9 EDA request City Council call for hearing February 14 City Council calls for public hearing March 11 Last day for notice and TIF plan and fiscal implications to County and School District March 28 Last day to submit notice to newspaper March 31 Publication date for hearing notice April 5 Planning Commission review April 11 Public hearing and establishment of TIF District April 13 EDA approval of TIF May 2 Request certification by County May 2 Submit plan to State June 30 Certification of TIF District by this Date Notes: 1 1 Denotes City Council meeting dates 2 Denotes EDA meeting dates 4 Denotes Planning Commission meeting date 5 City publication dates need to be confirmed and added to calendar TIF for Economic Development NORTHLAND �,,r- PUBLIC FINANCE 1/25/2022 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BUSINESS SUBSIDY APPLICATION BUSINESS ASSISTANCE FINANCING Legal name of applicant: Washburn Computer Group Address: 218 Chelsea road Telephone number: 763-271-3000 Name of contact person: Mike Willard REQUESTED INFORMATION Addendum shall be attached hereto addressing in detail the following: 1. A map showing the exact boundaries of proposed development. 2. Give a general description of the project including size and location of building(s); business type or use; traffic information including parking, projected vehicle counts and traffic flow; timing of the project; estimated market value following completion. 3. The existing Comprehensive Guide Plan Land Use designation and zoning of the property. Include a statement as to how the proposed development will conform to the land. use designation and how the property will be zoned. 4. A statement identifying how the increment assistance will be used and why it is necessary to undertake the project. 5. A statement identifying the public benefits of the proposal including estimated increase in property valuation, new jobs to be created, hourly wages and other community assets. 6. A written description of the developer's business, principals, history and past projects I understand that the application fee will be used for EDA staff and consultant costs and may be partially refundable if the request for assistance is withdrawn. Refunds will be made at the discretion of the EDA Board and be based on the costs incurred by the EDA prior to withdraw of the request for assistance. If the initial application fee is insufficient, I will be responsible for additional deposits. SIGNATURE Applicants signature: W Date: 1/28/2022 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY Application for Business Assistance Financing GENERAL INFORMATION: Business Name: Washburn Computer Group Address: 218 Chelsea Road, Monticello, MN Type (Partnership, etc.): LLC Authorized Representative: Mike Willard Date: 1/28/2022 Phone: 763-271-3000 Description of Business: Repair, refurbish, and remanufacturer of POS equipment for the retail industry Legal Counsel: Lee Viorel, Lowther Johnson Attorneys at Law Address: 901 St. Louis Street 20th Floor, Springfield MO Phone: 417-866-7777 x242 FINANCIAL BACKGROUND: 1. Have you ever filed for bankruptcy? No 2. Have you ever defaulted on any loan commitment? No 3. Have you applied for conventional financing for the project? Not at this point although Riverwc bank in Monticello has been enaaaed and is assisting in n that process 4. List financial references: a. Bremer Bank St. Cloud b. Riverwood Bank Monticello C. Central bank of Branson 2 5. Have you ever used Business Assistance Financing before? SBA 504 through a previous business If yes, what, where and when? 2014 in Missouri. DirtZero, LLC was the borrower for a building purchase PROJECT INFORMATION: 1. Location of Proposed Project: 218 Chelsea road 2. Amount of Business Assistance requested? The GAP for this project is 1,543.599.15 3. Need for Business Assistance: Without adequate assistance the project doesnt happen need to expand 4. Present ownership of site: 218 Chelsea WCG Building partners, subject property Powersports Services, LLC. 5. Number of permanent j obs created as a result of project? A minimum of 44 6. Estimated annual sales: Present: 13-15 million Future: 17 million 7. Market value of project following completion: $6 million 8. Anticipated start date: 5/1/2022 FINANCIAL INFORMATION: 1. Estimated project related costs: a. Land acquisition b. Site development c. Building cost d. Equipment e. Architectural/engineering fee £ Legal fees g. Off-site development costs Completion Date: $ 300,000.00 3/30/2023 See attached sources and uses 3 2. Source of financing: a. Private financing institution b. Tax increment funds c. Other public funds d. Developer equity See attached sources and uses PLEASE INCLUDE: 1. Preliminary financial commitment from bank. 2. Plans and drawing of project. 3. Background material of company. 4. Pro Forma analysis. 5. Financial statements. 6. Statement of property ownership or control. 7. Payment of application fee of $10,000. Overview Washburn Computer Group, Inc is a corporation that provides, repairs, and services point-of-sale (POS) products to the grocery, retail, and hospitality industries. The Company also repairs and sells POS products from front-end registers to back -end servers. The Company incorporated over 30 years ago and operates out of two locations; its headquarters in Monticello, Minnesota and Las Vegas, Nevada. Financial Summary The Company has reported net income in each of the last sixteen quarters. There are five main revenue streams. • Sales -Repair: Revenue from repairing downed customer equipment. • Sales -Retail: Income related to retail sales and their AE (Advanced Exchange) program. • Sales -Returns: Fees charged to customers for restocking. • Service -Income: Includes fees for service technicians labor and processing warranties for downed equipment. • Shipping -Income: Consists of margins made on shipping items or products for customers. Leadership Current leadership assumed ownership control at the end of August of 2021. The current owner, Mike Willard has 31 years of previous experience in the POS industry. Mostly recently with a nationwide POS service provider (Truno Retail Technologies) that Mr. Willard sold in 2011 but remained active with through 2021 on the service side. Most recently as the Director of Service. He stepped down from that role to assume his duties at Washburn in August of 2021. Dilemma The most recent quarter has seen explosive growth and the need for additional space to warehouse equipment. Currently with one offsite warehouse 2 blocks from the Monticello HQ and another auxiliary warehouse secured nearby for occupancy in March the need is still not met. With the 30+% growth in gross sales and clear demand for additional growth it has been determined that either an addition to the current location or moving to a larger facility that can accommodate this growth are the only viable options. 218 Chelsea Road I 5000 W Oakey Blvd, #14 Monticello, MN 55362 Las Vegas, NV 89146 WashburnPOS.com Washburn Computer Group Monticello project Purchase 218 Chelsea 2,000,000.00 Fallon Ave Lot 1.5 Acres 300,000.00 New addition/sq ft 87 401000 3,480,000.00 Construction overrun 12% 417,600.00 Projected closing costs 54,000.00 Total Project COST 6,251,600.00 Riverwood Bank note 2,740,000.50 SBA note 1,968,000.35 Total commited financing 4,708,000.85 GAP 1,543,599.15 Current applicable Cash Flow items Chelsea rent 15,000.00 Edmundson rent 7,800.00 Fallon rent 3,800.00 Total rent 1 26,600.00 Riverwood payment 4.99%/25 yr 16,060.21 SBA payment 3.026%/25 yr 9,411.43 Total payments 25,471.64 Additional Monthly Cash Flow burden -1,128.36 Beacon T IVI Wright County, MN Overview Legend Roads --- CSAHCL — CTYCL MUNICL P RIVATEC L -- TWPCL Highways Interstate State Hwy US Hwy City/Township Limits ❑c [] t C1 Parcels Torrens Parcel ID 155018002050 Alternate ID n/a Owner Address WCG BUILDING PARTNERS LLC Sec/Twp/Rng 14-121-025 Class 234- INDS LAND& BLDGS 218CHELSEARD Property Address 218 CHELSEA RD Acreage n/a MONTICELLO, MN 55362 MONTICELLO District 1101 CITY OF MONTICELLO 882 H Brief Tax Description Sect-14Twp-121 Range -025 OAKWOOD IND PARK Lot -005 Block -002 LT5 BLK2 ALSO TH PRT OF VAC FALLON AVE AS DES ON DOC 1090937 WH LIES ADJ TO SD LT5 (Note: Not to be used on legal documents) Date created: 2/8/2022 Last Data Uploaded: 2/8/2022 9:14:35 AM Developed by4" Schneider GEOSPAT1AL 9/21121, 5:27 PM Beacon - Wright County, MN - Report: 155018002050 (%Beacon IN, Wright County, MN Summary Parcel ID 155018002050 Property 218 CHELSEA RD Address MONTICELLO Sec/Twp/Rng 14-121-025 Brief Sect -14 Twp -121 Range -025 OAKWOOD IND PARK Lot -005 Block -002 LT5 BLK2 Tax Description ALSO TH PRT OF VAC FALLON AVE AS DES ON DOC 1090937 WH LIES ADJ TO SO Eff LT5 Frame Type (Notf,Not to be used on legat documents) Deeded Acres 0.00 Class 234 - (NON-HSTD) INDS LAND & BLDGS District (1101) 1101 CITY OF MONTICELLO 882 H School District 0882 Creation Date 01/01/0001 Note: Class refers to Assessor's Classification Used For Property Tax Purposes Owner Primary Taxpayer Wcg Building Partners LLC 218 Chelsea Rd Monticello, MN 55362 GIS Acreage Parcel: 155018002050 Acres: 4.21 Acres USAB: 4.12 Acres WATE: 0.00 Acres ROW: 0.09 Sq Ft:183,263.59 Land Land (Working 2022 Assessment) Year Built 1980 Architecture N/A Gross Living Area Unit Finished Basement Sq Ft 0 Construction Quality AVERAGE Eff SLAB/GRADE Frame Type Seq Description Dim 1 Dim 2 Dim 3 Units UT Price Adj 1 Adj 2 Adj 3 Adj 4 Rate Div % Value 1 INDUSTRIAL PARK A 0 0 0 43,560.000 SF 2.500 1.00 1.00 1.00 1.00 2.500 1.000 108.900 2 INDUSTRIAL PARK B 0 0 0 139,704.000 SF 1.750 1.00 1.00 1.00 1.00 1.750 1.000 244,482 3 BLACKTOP.50SF 0 0 0 24,750.000 SF 0.500 1.00 1.00 1.00 1.00 0.500 1.000 12.375 Total 208,014.000 365,757 Land (Working 2022 Assessment) Buildings Building 1 Year Built 1980 Architecture N/A Gross Living Area Unit Finished Basement Sq Ft 0 Construction Quality AVERAGE Eff SLAB/GRADE Frame Type Seq Description Dim 1 Dim 2 Dim 3 Units UT Price Adj 1 Adj 2 Adj 3 Adj 4 Rate Div % Value 1 INDUSTRIAL PARKA 0 0 0 43,560.000 SF 2.500 1.00 1.00 1.00 1.00 2.500 1.000 108.900 2 INDUSTRIAL PARK B 0 0 0 139,704.000 SF 1.750 1.00 1.00 1.00 1.00 1.750 1.000 244,482 3 BLACKTOP.50SF 0 0 0 24,750.000 UT 0.500 1.00 1.00 1.00 1.00 0.500 1.000 12,375 Total 183,264.000 365,757 Buildings Building 1 Year Built 1980 Architecture N/A Gross Living Area 29750 Finished Basement Sq Ft 0 Construction Quality AVERAGE Foundation Type SLAB/GRADE Frame Type STEEL S Size/Shape N/A Exterior Walls STEEL LAP Windows N/A Roof Structure GABLE/HIP Roof Cover MINIMUM Interior Walls N/A Floor Cover N/A Heat N/A Air Conditioning N/A Bedrooms 0 Bathrooms 0 Kitchen N/A https:/lbeacon.schneidercorp.com/Application.aspx?ApplD=187&LayerlD=2505&PageTypelD=4&PagelD=1310&KeyValue=155018002050 1/5 9/21/21, 5:27 PM Building 2 Actual Year Built 1980 Architecture N/A Gross Living Area 2040 Finished Basement Sq Ft 0 Construction Quality LOW COST Foundation Type SLAB/GRADE Frame Type STEELS Size/Shape N/A Exterior Walls STEEL LAP Windows N/A Roof Structure GABLE/HIP Roof Cover MINIMUM Interior Walls N/A Floor Cover N/A Heat N/A Air Conditioning N/A Bedrooms 0 Bathrooms 0 Kitchen N/A Buildings (Working 2022 Assessment) Building 1 Year Built 1980 Architecture N/A Gross Living Area 29750 Finished Basement Sq Ft 0 Construction Quality AVERAGE Foundation Type SLAB/GRADE Frame Type STEELS Size/Shape N/A Exterior Walls STEEL LAP Windows N/A Roof Structure GABLE/HIP Roof Cover MINIMUM Interior Walls N/A Floor Cover N/A Heat N/A Air Conditioning N/A Bedrooms 0 Bathrooms 0 Kitchen N/A Building 2 Actual Year Built 1980 Architecture N/A Gross Living Area 2040 Finished Basement Sq Ft 0 Construction Quality LOW COST Foundation Type SLAB/GRADE Frame Type STEELS Size/Shape N/A Exterior Walls STEEL LAP Windows N/A Roof Structure GABLE/HIP Roof Cover MINIMUM Interior Walls N/A Floor Cover N/A Heat N/A Air Conditioning N/A Bedrooms 0 Bathrooms 0 Kitchen N/A Extra Features Beacon - Wright County, MN - Report: 155018002050 https://beacon.schneidercorp.corn/Application.aspx?AppID=187&LayerlD=2505&PageTypeID=4&PageID= 1310&KeyVaIue=155018002050 2/5 Actual Year Seq Code Built Description Dim 1 Dim 2 Units UT Unit Price Adj 1 Adj 2 Adj 3 Adj 4 %Good RCNLD Div % Value 1 000001 COMMERCIAL 0 0 692,200.000 UT 1.000 1.00 1.00 1.00 1.00 100.00 692200 1.000 692200 Sales Multi Parcel IN Q Sale Date Buyer Seller Sale Price Adj Price eCRV N WD Q 07/26/2006 WCG BLDG PARTNERS LLC CLOW LEASING $1,050,000 $1,050,000 https://beacon.schneidercorp.corn/Application.aspx?AppID=187&LayerlD=2505&PageTypeID=4&PageID= 1310&KeyVaIue=155018002050 2/5 9/21/21, 5:27 PM Recent Sales In Area Sale date range: From: 09/21/2018 To: 09/21/2021 Sales by Neighborhood 1500 Feet v Sales by Distance Transfer History Grantor CITY OF MONTICELLO CLOW LEASING Valuation Grantee TO WHOM IT MAY CONCERN WCG BUILDING PARTNERS LLC Beacon - Wright County, MN - Report: 155018002050 Doc Date 9/24/2007 7/26/2006 2020 Assessment $365,800 $662,200 $0 $1,028,000 2021 Payable $1,028,000 $0 $0 $1,028,000 $27,590.00 $0.00 $27,590.00 4.14% Transfer Date 6/16/2008 7/27/2006 2019 Assessment $365,800 $602,200 $0 $ 968,000 2020 Payable $ 968,000 $0 $0 $968,000 $26,494.00 $0.00 $26,494.00 2.17% Doc Type Doc No VAC 1090937 WARDEED 1018855 2018 Assessment $365,800 $554,200 $0 $ 920,000 2022 $365,757 $0 $692,200 $1,057,957 0.00% 2019 Payable $ 920,000 $0 $0 $ 920,000 $25,932.00 $0.00 $25,932.00 6.90% Sale Price $0 $1,050,000 2017 Assessment $365,800 $539,200 $0 $905,000 2021 $365,757 $0 $692,200 $1,057,957 2.92% 2018 Payable $905.000 $0 $0 $905,000 $24.258.00 $0.00 $24,258.00 https://beacon. schneidercorp.corn/Application.aspx?AppID=187&LayerlD=2505&PageTypelD=4&PagelD=1310&KeyValue=155018002050 3/5 2021 Assessment + Estimated Land Value $365,800 + Estimated Building Value $692,200 + Estimated Machinery Value $0 = Total Estimated Market Value $1,058,000 Valuation (Working 2022 Assessment) + Land Value + Building Value + Extra Features Value = Total Value % Change Taxation Estimated Market Value Excluded Value Homestead Exclusion = Taxable Market Value Net Taxes Due + Special Assessments = Total Taxes Due % Change Beacon - Wright County, MN - Report: 155018002050 Doc Date 9/24/2007 7/26/2006 2020 Assessment $365,800 $662,200 $0 $1,028,000 2021 Payable $1,028,000 $0 $0 $1,028,000 $27,590.00 $0.00 $27,590.00 4.14% Transfer Date 6/16/2008 7/27/2006 2019 Assessment $365,800 $602,200 $0 $ 968,000 2020 Payable $ 968,000 $0 $0 $968,000 $26,494.00 $0.00 $26,494.00 2.17% Doc Type Doc No VAC 1090937 WARDEED 1018855 2018 Assessment $365,800 $554,200 $0 $ 920,000 2022 $365,757 $0 $692,200 $1,057,957 0.00% 2019 Payable $ 920,000 $0 $0 $ 920,000 $25,932.00 $0.00 $25,932.00 6.90% Sale Price $0 $1,050,000 2017 Assessment $365,800 $539,200 $0 $905,000 2021 $365,757 $0 $692,200 $1,057,957 2.92% 2018 Payable $905.000 $0 $0 $905,000 $24.258.00 $0.00 $24,258.00 https://beacon. schneidercorp.corn/Application.aspx?AppID=187&LayerlD=2505&PageTypelD=4&PagelD=1310&KeyValue=155018002050 3/5 9/21/21, 5:27 PM Amt Write Off Taxation (Preliminary 2022 Taxes Payable) Estimated Market Value $0.00 Excluded Value $0.00 Homestead Exclusion $0.00 = Taxable Market Value $0.00 Net Taxes Due $0.00 + Special Assessments $0.00 = Total Taxes Due $0.00 % Change $0.00 Taxes and Special Assessments Payable in 2022 are preliminary. Taxes Paid $0.00 Receipt # Receipt Print Date Bill Pay Year 1694166 5/11/2021 2021 1654737 10/15/2020 2020 1615566 5/12/2020 2020 1569370 10/7/2019 2019 1546381 5/15/2019 2019 1500038 10/15/2018 2018 1468713 5/16/2018 2018 1414142 10/10/2017 2017 1372481 5/8/2017 2017 1324956 10/11/2016 2016 1294576 5/18/2016 2016 Photos ($16,304.00) 4 Beacon - Wright County, MN - Report: 155018002050 2022 Proposed $1.058,000 $0 $0 0.00% 2021 Payable $1,028.000 $0 $0 $1,028,000 $27,590.00 $0.00 $27,590.00 0.00% Amt Adj Amt Write Off Amt Charge Amt Payment $0.00 $0.00 $0.00 ($13,795.00) $0.00 $0.00 $0.00 ($13,247.00) $0.00 $0.00 $0.00 ($13,247.00) $0.00 $0.00 $0.00 ($12,966.00) $0.00 $0.00 $0.00 ($12,966.00) $0.00 $0.00 $0.00 ($12,129.00) $0.00 $0.00 $0.00 ($12.129.00) $0.00 $0.00 $0.00 ($15,538.00) $0.00 $0.00 $0.00 ($15,538.00) $0.00 $0.00 $0.00 ($16,304.00) $0.00 $0.00 $0.00 ($16,304.00) Sketches https://beacon.schneidercorp.com/AppIication.as px?AppID=187&LayerlD=2505&PageTypeiD=4&PageID= 1310&KeyValue=155018002050 4/5 9/21/21, 5:27 PM Beacon - Wright County, MN - Report: 155018002050 170' BAS1980 29750.0 se 175' 175' UPPER FLOOR OFFICE' S21980 2040.0 5f 170' Map No data available for the following modules: Land GA/RP. The information provided on this site is intended for reference purposes only. The information is not suitable for legal, engineering, or Df-V+-lni,ed h r urveying purposes. Wright County does not guarantee the accuracy of the information contained herein, C"IJChneider User Privacy Policy G E o s PAT I A L GDPR Privacy Notice last Data Upload: 9/21/2021, 9:02:15 AM Versio F :' https://beacon.schneidercorp.com/Application.aspx?ApplD=187&LayerlD=2505&PageTypelD=4&PagelD=1310&KeyValue=155018002050 5/5 (�2 e Name of Project: l 1. Number of New Employees Point Value Number +1 1-5 +2 6-15 +3 16-30 +4 31-50 +5 51+ 2. Number of Jobs Per Acre Point Value Number Per Acre +1 1— 2 per acre +2 3 — 4 per acre +3 5 — 6 per acre +4 6 — 7 per acre +5 8 + rye --- 3. Average Wages for New Jobs -4/T �'J -e-%.Xj F- -FE S(�2 PIP -q G erg Point Value Pay Range Dollar Weighting Total Empl. Weighted $ Amt. +1 $15,000-24,999 $20,000 $ +2 $25,000-291,999 $27,500 $ +3 $30,000-44,999 $37500) _ G Z $ COD +4 $45,000-59,999 $52,500 $ +5 $60,000+ $60,000 $ 4. Public Assistance per New Jobs 0 O 04ublic Assistance Number of new jobs created 2 7, dublic Assistance1 er new job p Point Value Public Dollars Invested Per New Job +1 Over $50,000 +2 $40,000 to $49,999 +3 $30,000 to $39,999 +4 $20,000 to $29,999 +5 $0 to $19,99 S. Number of Years of TIF Assistance Needed + 0 9 years + 8 years +2 7 years or less 6. Developed Assessed Value Per Acre Point Value Value Per Acre +1 $150,000-199,999 +2 $200,000-349,999 +3 $350,000-499,999 +4 $500,000-599,999 +5 $600,000 + 7. Business Retention Point Value Number of Retained Jobs +0.5 1-5 jobs +1 6-10 jobs +1.5 11-30 jobs +2 31-50 jobs +2.5 =50-100 jobs +3 101 + jo s 3 8. Ratio of Private versus Public Investment in Project icy .51, 6 O ( Private Investment 0L) EDA/Public Investment -60 CTotal Investment 14o37.7 Ratio of Private versus Public financing Point Value Ratio +1 over 2:1 +2 over +3 over 4:1 +4 over 5:1 (f+5 6org 9. Significant Community Impact Point Value Unsubsidized Spin -Off development potential �+I��Lo�wot�'J=�_s�--�u�nsub�sidi�zedd�evel�om�ent +2 Moderate potential for spin-off unsubsidized development +3 High potential for spin-off unsubsidized development 10. Tenure in Business Operation Point Value Number of Years in Business +1 Five years or ess +2 6 to 10 years +3 11 years or more 4 11. Environmental Impacts Point Value Tvoes of Environmental Issues +1 Enhances the environmental aspects of a site via clean-up of contaminants or improved aesthetics via unique site or architectural features -0- o impacts -1 Noise Issues -2 Noise and negative visual aesthetics -3 Noise, odors, dust, traffic and negative visual aesthetics WORKSHEET SUMMARY Factors Total Points #1. Number of New Employees (1-5) �— #2. Number of Jobs Per Acre -4 (1-5)�- #3. Average Wages for New Jobs (1-5) #4. Public Assistance Per New Job 100 percent discount from market price = $1.00 for the entire lot #5. Number of Years of TIF Assistance b (1-2) #6. Developed Assessed Value Per Acre (1-5) #7. Business Retention (# of Jobs) S-' (.5-3) #8. Ratio of Private to Public Invest. (1-5) #9. Significant Impact/Comp Plan Goals ) (1-3) #10. Number of Years of Business Oper. (1-3) #11. Environmental Impacts (-3 to +1) Total Points 3-Z.5 4,4( Total Possible Points = 42 Total Worksheet Points Equated to Land Price Total Overall Points Price for Otter Creek Land 1-5 $3.16 per sq. ft. (No TIF) 5-10 $3.16 per sq. ft. with TIF as a land reimbursement to developer 11-15 20 percent discount from market price = $2.53 per sq. ft. 16-20 40 percent discount from market price = $1.90 per sq. ft. 21-25 60 percent discount from market price = $1.26 per sq. ft. 26-30 80 percent discount from market price = $.63 per sq. ft. 31-42 100 percent discount from market price = $1.00 for the entire lot 5 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO. 2022-02 RESOLUTION REQUESTING A PUBLIC HEARING ON THE ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-44 BE IT RESOLVED, by the Board of Commissioners (the "Board") of the City of Monticello Economic Development Authority (the "Authority") as follows: WHEREAS, the City Council (the "Council") of the City of Monticello, Minnesota (the "City") previously established its Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") and has previously created multiple tax increment financing districts within the Redevelopment Project, pursuant to Minnesota Statutes, Sections 469.174 to 469.1794, as amended (the "TIF Act"), in an effort to encourage the redevelopment and development of certain designated areas within the City; and WHEREAS, the City has transferred the administration and control of its tax increment financing districts to the Authority; and WHEREAS, the Authority recognizes an ongoing need to encourage economic development opportunities within the Redevelopment Project; and WHEREAS, the Authority is proposing the creation of Tax Increment Financing District No. 1-44 (the "TIF District"), an economic development district, within the Redevelopment Project, and the approval of a Tax Increment Financing Plan ("TIF Plan") for the TIF District, pursuant to and in accordance with Section 469.175 of the TIF Act, for the purpose of assisting the expansion of an existing warehouse, distribution, and manufacturing facility and fostering the creation of jobs within the City; and WHEREAS, the creation of tax increment financing districts must be approved by the City Council of the City after a duly noticed public hearing. NOW, THEREFORE BE IT RESOLVED by the Board as follows: The Authority hereby requests that the Council call for a public hearing to be held on or after April 11, 2022, to consider the proposed establishment of the TIF District and the adoption of a TIF Plan for the TIF District, and to cause notice of said public hearing to be given as required by law. 2. The Authority directs the Executive Director to transmit copies of the TIF Plan to the Planning Commission of the City and requests the Planning Commission's written opinion indicating whether the proposed TIF Plan is in accordance with the Comprehensive Plan of the City, prior to the date of the public hearing. MN190\172\777461.v1 3. The Executive Director of the Authority is hereby directed to submit a copy of the TIF Plan to the Council for its approval. 4. The Authority directs the Executive Director to transmit the TIF Plan to Wright County and Independent School District No. 882 (Monticello Public Schools) not later than March 11, 2022. 5. Staff and consultants are authorized and directed to take all other steps necessary to prepare the TIF Plan and related documents and to undertake other actions necessary to bring the TIF Plan before the Council. Adopted by the Board of Commissioners of the City of Monticello Economic Development Authority this 9"' day of February, 2022. 1 -J4 President Attest: L liLti, Jim Thar$s, Executive Director MN 19011721777461. v 1 City Council Agenda: 2/14/2022 2L. Consideration of adopting Resolution 2022-022 authorizing submission of a 2022 Outdoor Recreation Grant application for access improvements at the Bertram Chain of Lakes Regional Athletic Park Prepared by: Meeting Date: ❑ Regular Agenda Item Parks & Rec Director 2/14/2022 ❑x Consent Agenda Item Reviewed by: Approved by: Finance Director, Community Development Director ACTION REQUESTED Consideration of adopting Resolution 2022-10 authorizing the submission of a 2022 Outdoor Recreation Grant application for access improvements at the Bertram Chain of Lakes Regional Athletic Park. REFERENCE AND BACKGROUND As part of continued efforts to develop the Bertram Chain of Lakes Regional Athletic Park, the City Council is asked to approve submission of application to the DNR's 2022 Outdoor Recreation Grant Program on behalf of the City and project partner Wright County. Staff is proposing to submit one application to the 2022 Outdoor Recreation Grant Program authored by City staff and WSB. The grant application will include the following improvements: • Construct a one-way gravel access road from main entrance of Bertram Chain of Lakes Regional Park north to a proposed gravel parking lot with capacity of 300 vehicles. • Construct a two-way gravel access road from the north side of the athletic park entrance to the southeast gravel parking lot proposed above. • Extend north parking lot for an additional parking capacity of 100 vehicles. • Gravel trail connections/sitting area. • Water service/irrigation. • ADA parking. • Signage. The Outdoor Recreation Grant is a Department of Natural Resources program designed to assist local governments in acquiring park land and in developing or redeveloping park land. The funding for 2022 Grant comes from the Land and Water Conservation Fund, a federal funding source. Applications to the program are due March 31, 2022. Grant awards are expected to be announced Summer 2022, with an expiration of award occurring December 31, 2023. City Council Agenda: 2/14/2022 Grant recipients are reimbursed based on 50% of the total eligible costs. The maximum grant award is $300,000 (for a total project cost of $600,000). The local match can consist of cash, or the value of materials, labor, and equipment used by the local sponsor or by donations or any combination thereof. Costs must be incurred and paid before reimbursement can be made. The Outdoor Recreation Grant application requires the applicant to provide detailed information on the project scope, implementation schedule, environmental considerations, plan design, and preliminary estimates for overall project cost and funding. If awarded grant funds for these improvements at the Bertram Chain of Lakes Regional Athletic Park, the costs associated with the park improvements will include the stated $300,000 in required City match for site improvements. It should be noted that the required local match amount may be subject to change based on the final grant award amount. WSB is in the process of estimating construction costs; and it is anticipated that construction costs could go over $600,000 for this phase of the project. This may require additional funds above the $300,000 grant match. If construction costs are higher than the grant award, the City Council could add additional funds, or may require elimination of proposed items to align with the grant award. The Bertram Chain of Lakes Advisory Council, Parks, Arts & Recreation Commission, and Wright County Parks & Rec support the grant application submittal related to the Outdoor Recreation Grant. Staff is recommending consent from the City Council to submit the grant application to the DNR for this project. Grant application submittal does not obligate the City to accept a grant award. Grant acceptance and local match authorization would be a future consideration. I. Budget Impact: If grant funds are secured for the improvements, the City's local match for application, $300K is proposed to come from the Park & Pathway Improvement Fund, which will be budgeted in 2023. II. Staff Workload Impact: Managing consultant and project timelines. III. Comprehensive Plan Impact Builds Community recreation and services STAFF RECOMMENDED ACTION Motion to adopt Resolution 2022-10 supporting application to the 2022 Outdoor Recreation Grant Program by the City of Monticello on behalf of the City of Monticello and Wright County. SUPPORTING DATA A. Draft Resolution 2022-10 B. Bertram Chain of Lakes Regional Athletic Park map C. Aerial of Bertram Chain of Regional Athletic Park proposed improvements RESOLUTION NO. 2022-10 STATE OF MINNESOTA COUNTY OF WRIGHT CITY OF MONTICELLO RESOLUTION AUTHORIZING SUBMISSION OF OUTDOOR RECREATION GRANT APPLICATION TO THE DEPARTMENT OF NATURAL RESOURCES FOR BERTRAM CHAIN OF LAKES PARK IMPROVEMNTS BE IT RESOLVED that the City of Monticello act as legal sponsor for the project contained in the Outdoor Recreation Grant application to be submitted on March 31, 2022 and that Tom Pawelk is hereby authorized to apply to the Department of Natural Resources for funding of this project on behalf of the City of Monticello. BE IT FURTHER RESOLVED that the applicant has read the Conflict of Interest Policy contained in the Outdoor Recreation Grant Program Manual and, upon discovery, certifies it will report to the State any actual, potential, or perceived individual or organizational conflicts of interest to the application or grant award. BE IT FURTHER RESOLVED that the City of Monticello has the legal authority to apply for financial assistance, and it has the financial capability to meet the match requirement (if any) and ensure adequate construction, operation, maintenance and replacement of the proposed project for its design life. BE IT FURTHER RESOLVED that the City of Monticello has not incurred any development costs and has not entered into a written purchase agreement to acquire the property described in the Cost Breakdown section on this application. BE IT FURTHER RESOLVED that the City of Monticello has or will acquire fee title or permanent easement over the land described in the site plan included in the application. BE IT FURTHER RESOLVED that, upon approval of its application by the State, the City of Monticello may enter into an agreement with the State for the above -referenced project, and that the City of Monticello certifies that it will comply with all applicable laws and regulations as stated in the grant agreement including dedicating the park property for uses consistent with the funding grant program into perpetuity. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: is hereby authorized to execute such agreements as necessary to implement the project on behalf of the applicant. I CERTIFY THAT the above resolution was adopted by the City Council of the City of Monticello on February 14, 2022. 1 SIGNED: WITNESSED: (Signature) (Signature) (Title) (Date) (Title) (Date) _I.Y. r.s;-�: �-.;tr�f '5�,.�-j-::.1,t.•;s.r, �n.�,.,-" x -t ;i'r.`,,"r''•` t�.: '�'�'. ;�.. �•. � �' .•i.'. •-fes'-" --a:-ter-'- n.° •ri .+r►' � '3'i`i.� _�.a. 1 1 1 ,{!� % r i?i► .�. d \ � V 'I%r� a. r y- '`€��-:.es'' , - - .. 1 a , :•�e:'� .;.7:-;->y.�:-_ : �^?.{'" - - :F r r � • T - - ..Ij`1%.. `511�~ ��� �, � �:,'sa ■ _(�,/+��+ � � .a 1�iR�.. �� ►+i ..�- - r-:�+�f:���� r!�•_,s_-.-j.-t'-sli: .�:.sLa+�'Y,��-•- - ; % y .�1 - .. --�1 mss_ 7frafL-..f• � - !!•- '.'s,!l�:r !3i!�1,�?_� • r: ;+= �^ =�� r i \/ •�`�' �- _ _ � � - .. . 1- 'L, `.. yam.'. :g _;• :; ._E.T.::C`-�i 1•i;ili:...T.4 f-:•IiV• v,' Y.r i1-�•: == ,J�^.F. {Psr� IL �_ ,. * •ate � ,� � � i •• - � r.- , .'s ,�� Ilk ..���� 4-, � I • ,I I rr.. 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'��.f Y Fr=' -e. , 'rM,-�'_ - :.•��c_,:£•x^�" J1 !�' •,t .�,r! .�:.Y_�lir e�y:.. ,:���r� Y�y.=-� �:,N ,,;[��.-ems - - • , b +x �- j'i�� �'G��`- +X= � b.'.+.+t �: y,•±ff-�. .. .'.` ��.]i%.dn"r.:rw (2)EXISTING MULTI-PURPOSE FIELDS 1 1 1 1 1 1 1 1 I 1 (8) EXISTING ACCESSIBLE PARKING SPACES ON BITUMINOUS PAVEMENT EXISTING GRAVEL PARKING LOT I I I I I I I I I I I I I I I I I I i �IIIIIIIIIIIIIIII�IIIIII ------------------ EXISTING PARK ENTRANCE 1 (EXISTING IRRIGATION MAIN 1 II 1--------------------------�I PARK BOUNDARY (115 AC) WI - ZI--------------- LU ADJACENT LAND USE: Q ;i AGRICULTURAL p 1 EXISTING 'I FUTURE BALLFIELD 01 MULTI-PURPOSE Ij FUTURE 01 FIELDS 'I PARKING 1 „ V 1 1 'I m1 I---------------- ---------------- CITY - CITY OF MONTICELLO i 'I I Signature Printed Name & Title Date 1 I ii 1 L — — — — — — — — — — — — — — — — 1 1 FUTURE FUTURE 1 BALLFIELDS BALLFIELDS 1 1 EXISTING POND (�l I FUTURE RECREATION 111111 FIELDS HOW ADJACENT LAND USE: BERTRAM CHAIN OF LAKES REGIONAL PARK FUTURE RECREATION FIELDS ..tet..._ � 1 1 1 i 1 1 LEGEND OWNED PROPERTY BOUNDARY (x ACRES) PROPOSEDIMPROVEMENTS EXISTING TO REMAIN EXTEND IRRIGATION MAIN EXPAND GRAVEL PARKING LOT (+145 SPACES) (5)ACCESSIBLE PARKING SPAC ON BITUMINOUS PAVEMENT EXISTING PUMP STATION 1 PICNIC AREA WITH SHELTER EXTEND IRRIGATION MAIN TWO- WAY GRAVEL ROAD CANOPY TREES (TYP.) BERM (TYP.) ONE-WAY GRAVEL ENTRANCE ROAD GRAVEL TRAIL ADJACENT LAND USE: BERTRAM CHAIN OF LAKES REGIONAL PARK CAMPGROUND CONCRETE PAD WITH BENCH, WATER FOUNTAIN, AND TEMPORARY RESTROOMS (7)ACCESSIBLE PARKING SPACES ON BITUMINOUS PAVEMENT GRAVEL PARKING LOT (+300 SPACES) LONG LAKE Recreation Site Plan - Bertram Chain of Lakes Regional Athletic Complex Monticello, Minnesota February 09, 2022 1 WSB Project number: 019744-000 149 11 141 N r 11 0' 150' 300' 600' Scale in Feet wsb City Council Agenda: 02/14/2022 2M. Consideration of adopting Resolution 2022-11 calling for a public hearing on March 28, 2022 for vacation of a drainage and utility easement as legally described for Otter Creek Crossing and Otter Creek Crossing 4t" Addition Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 2/14/2022 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-11 calling for a public hearing on March 28, 2022, for vacation of a drainage and utility easement as legally described for the plats of Otter Creek Crossing and Otter Creek 4th Addition. REFERENCE AND BACKGROUND City Council is asked to call for a public hearing for the vacation of drainage and utility easements within the plats of Otter Creek Crossing and Otter Creek Crossing 4th Addition for purposes of replatting of these areas. The replatting is proposed to facilitate the expansion of Suburban Manufacturing and encourage development of vacant parcels within the balance of the plat areas. Drainage and utility easements along the plat perimeter, internal lot lines and over stormwater and wetland facilities will be re-established within the proposed plats. The City of Monticello is the fee title owner of Outlot B, Otter Creek Crossing 4th Addition and Outlot E of Otter Creek Crossing. Suburban Manufacturing is the fee title owner of Lot 1, Block 1, Otter Creek Crossing 4th Addition. The Monticello EDA is the fee title owner of Outlot F of Otter Creek Crossing. Only the portion of easements within Otter Creek Crossing and Otter Creek Crossing 4th Addition impacted by the plat lot line adjustments are proposed for vacation. The proposed areas of vacation are shown on the proposed preliminary plats in gray. The proposed easements are shown in magenta. Suburban Manufacturing has not petitioned for the vacation of easements. However, the proposed vacation facilitates the platting of the necessary lot expansion, and the City/EDA are preparing the plat documents to facilitate the lot expansion. Absent a petition by the property owner, the approval to vacate the drainage and utility easements will require a supermajority vote by the City Council. City Council Agenda: 02/14/2022 The City Engineer's office and Community Development Department will review the final plats to verify all required public easements for drainage and utility purposes are in place. Procedurally, Council must call for a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. Council should therefore call for the public hearing for consideration of the vacations to be placed on the City Council agenda for March 28, 2022. This consideration is intended to coincide with the review of the final plat by the City Council. City staff has prepared and will send the notices to be published in the Monticello Times and sent to affected property owners. Budget Impact: Preparation of the vacation areas and legal is part of the approved contract for plat services with WSB. II. Staff Workload Impact: Workload impact is expected at approximately 10-20 hours for review and recommendation on the vacation requests and platting. III. Comprehensive Plan Impact: The Monticello 2040 plan guides the subject plat areas for Light Industrial development. The proposed development plan is therefore consistent with the 2040 Plan. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution and calling for the public hearing. SUPPORTING DATA A. Resolution 2022-11 B. Vacation and Preliminary Plat Exhibit C. Vacation Legal Description CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-11 RESOLUTION CALLING FOR A PUBLIC HEARING ON VACATION OF DRAINAGE AND UTILITY EASEMENTS FOR OTTER CREEK CROSSING AND OTTER CREEK CROSSING 4T" ADDITION WHEREAS, pursuant to Minnesota Statutes Section 4152.851, after two (2) weeks published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation; and WHEREAS, a public hearing on the vacation of drainage and utility easements for Otter Creek Crossing and Otter Creek Crossing 41h Addition be on Monday, March 28, 2022, at 6:30 PM at the Monticello City Hall: Legal Descriptions: 1. OUTLOT E and OUTLOT F, OTTER CREEK CROSSING, WRIGHT COUNTY, MONTICELLO, MN 2. OUTLOT B and LOT 1, BLOCK 1, OTTER CREEK CROSSING 4T" ADDITION, WRIGHT COUNTY, MONTICELLO, MN NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the vacation of such easements and a public hearing shall be held on such proposed vacation on the 28th day of March, 2022 before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published, posted, and mailed notice of such hearing as required by law. ADOPTED BYthe City Council of Monticello, Minnesota this 14th day of February, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk O O N N i Q J n z G LU J ry n Q 0 PROPERTY DESCRIPTION Outlot A, OTTER CREEK CROSSING 3RD ADDITION, Wright County, Minnesota. AND Outlot A, OTTER CREEK CROSSING 4TH ADDITION, Wright County, Minnesota. AND Outlot B, OTTER CREEK CROSSING 4TH ADDITION, Wright County, Minnesota. AND Lot 1, Block 1, OTTER CREEK CROSSING 4TH ADDITION, Wright County, Minnesota. PROPERTY SUMMARY 1. Subject property's addresses are shown on survey. 2. Subject property's property identification numbers are shown on survey. 3. The gross area of the subject property is 1,012,405 Square Feet or 23.242 acres. SURVEY NOTES 1. The bearing system is based on the recorded plat of OTTER CREEK CROSSING 3RD ADDITION, having an assumed bearing of N00°25'16"E for the West line of Outlot A. 2. The vertical datum is based on NAVD88. 3. Field work was completed on 12/10/2021. PLAT AREAS Proposed plat areas are as follows: Lot 1, Block 1 = 473,100 Square Feet or 10.861 acres Lot 2, Block 1 = 221,814 Square Feet or 5.092 acres Lot 3, Block 1 = 204,504 Square Feet or 4.695 acres Outlot A = 112,987 Square Feet or 2.594 acres Total = 1,012,405 Square Feet or 23.242 acres ADDRESSES Owner: City of Monticello Surveyor: WSB 701 Xenia Avenue South, Suite 300 Minneapolis, MN 55416 NOTE: ALL UNDERLYING DRAINAGE AND UTILITY EASEMENTS DEDICATED BY THE PLAT OF OTTER CREEK CROSSING WHICH ARE WITHIN LOT 1, BLOCK 2, SAID OTTER CREEK CROSSING HAVE BEEN VACATED PER DOCUMENT. NO. A974166. VICINITY MAP CSAH NO. 39 �\\111 s y 'Ap 9Q 0 SECTION 10, TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA I I 1 V\/. div LEGEND I - - - - - - I Q FOUND SECTION MONUMENT I \ FOUND MONUMENT O SET MONUMENT I \ SIGN DECIDUOUS TREE \ EVERGREEN TREE © PEDESTAL \ HAND HOLE I I \ \ \ FL TI FIBER OPTIC VAULT I I z \ \ LIGHT POLE w W 2 \ W ,a POWER POLE W Q I F GUY WIRE w U w \ ❑E ELECTRIC PANEL v w C \ ELECTRIC MANHOLE I O p N LL w ss CO Z SOIL BORING I I z 0 o z \ \ D FLARED END SECTION w Z o 0 z \ \ \ O ® CATCH BASIN w � w z fi U) Z \ \ \ ® BEEHIVE CATCH BASIN I U J tL H 2 O s� STORM MANHOLE w < LU � \ �s SANITARY MANHOLE I U a / Q SANITARY LIFT STATION IRR IRRIGATION CONTROL BOX � HYDRANT Z WATER VALVE �1 > SANITARY LINE STORM LINE I \�P��� �O. » / / \ i a, �� Off' � I WATER MAIN FD RLS 16233 — — S89°53' 4"E 494.44 �, U1 L'�� C UNDERGROUND COMMUNICATION — — — — — — — — — — — — — E UNDERGROUND ELECTRIC \ T I I } F UNDERGROUND FIBER OPTIC T F 12 �I- y N N O T EXISTING DRAINAGE AND I I } w O I ` UTILITY EASEMENT PER i o (� �\'' o� � 103.79 \ \ G UNDERGROUND GAS PLAT OF OTTER CREEK v00 OH OVERHEAD POWER I < p I I I N CROSSING 1ST ADDITION S89°53'44"E �/�� ll 110.63 \ FENCE I Z w U I o �� S89°53'44"E vS00°06'16"W I I QaY I I I I CURB & GUTTER I 0- w I � '� \ ��- - 6 34.00 N °' Z 1P z w I o0 \ �\�7 `� FD RLS 42621 210 o \ HEDGE LINE I o Q w I O \ I i I WO (� `� J z P. � _ 2��,s3 FD 1/2" \ 1 J Ln I PIPE TREE LINE % i I ` \ \ \ I \ \ \ F.p 1/2" PIPE (^ �� \� o \ ( \ 4- 296 0 \ �EDGE OF I ` \ 2 \ BUILDING EDGE I w � \ \J y DELINEATED 112,987 S(. F�� a Z 7 0 �� I \ , WETLAND 2.594 AC. \) PLAT BOUNDARY �i I I z_ I O\� — OUTLOT A ��ti �h S 9 �o \ PROPOSED LOT LINE 0 I � z t J� / P �` DRAINA E AND UTILITY EASEMENT ^ , ' , CO z N OWNER: CITY OF MONTICELLO \ sQ I \��1 p J P O s' o '\ / \ O CU \ 90 �� / �O �� nj� \ Q �� 24, OV�ALL OF OUTLOT ' �� PROPOSED D and U EASEMENT LLJ rn I O ADDRESS: UNASSIGNED J\� p / Q C� 4j f \ 2�„ Py , N I z 0 PID: 155194000010 \ 2OC, n \ �g G� Q���� \ F ' / o , n F- -1 <� \ �j,C� I�-6 V 5 / ��05 .•S�nl ITI nT �� 51.2 (k'` ��' Z ->N12 2513 W NOTE: ALL UNDERLYING I I � O w ` N90 00'00"W 210.00 / �`�G� �` U V 1 u_`/ 1 ,L. "� � i L—J zz a 4J < O FD1/2"� �17 DRAINAGE AND UTILITY Q U r\ I ITI /-\T \� 1 — — — ° — — — — �/ g3 k- i - o� Q 43.48 EASEMENTS DEDICATED BY oV I I 0 I w `/ I L_\J I n \� � �9O — ��� opc O� �O / 526- ��'l TZ a w 0 PIPE THE PLAT OF OTTER CREEK O I 1 U 0 U g \ \ G pc� �j� Q� O / S87o18'42"E D � of CROSSING 4TH ADDITION Z I I I w w J \ � �0����Q� 204,504 SQ. FT. z a U = /�� O� a I Q �_ \ EXISTING Q WHICH ARE WITHIN LOT 1, C) H w / O O LU w `J \ POND p 4.695 AC. OWNER: CITY OF MONTICELLO w z / ^^ 80 BLOCK 1 AND OUTLOT B, SAID w w 1 00 1�J \ ��LO /S\/ ADDRESS: 10531 DALTON AVE 0 � ~O OTTER CREEK CROSSING 4TH I I I N l \ \�' LOT 3 PID: 155223001010 z w w U) \ ADDITION ARE PROPOSED TO I I \ �O�\G��° \� 1 Q O / Q / BE VACATED. I co IlJ \ \ G\�y O��Poo p2�\r j ^t,� p w LOT 1 FD 1/2" PIPE .` 0 ° _ °. O / I I I / \ FD 1/2" Pil �J L� L_\J u f�\ I FD 1/2" PIPE 473,100 SQ. FT. 10.861 AC. FD RLS�= L=23.26 // /\I.— \ NP / �0 00 5\�G \ °3 12 - I� - 25341 R \�S9 S R=30.00 / /�, < </ \ /\ ' c�` \(J\ 6�-01\ — — �A=44°24'55"/ ^��; ' BLOCK 1\ , 1 \\ �/ / FD 1/2" PIPE ' N88°5 0 '�W 30.41 \ .; — — // — — Tr — oo , 5223,�,�\N / Dcl� \ 0 / \01 /</ /'\T A I \ \ \ FD 1/2" y'k' \ \ \\� /// �' U V I L_L/ I /� \ -x I \ \ PIPE i LOT 2 I \ \ \ \ 221,814 SQ. FT. J �D 1/2" PIPE \ 5.092 AC. A A V 04 - o \ \ OWNER: CITY OF MONTICELLO I \ \\ --1 ADDRESS: UNASSIGNED (J` \ \ L -�� \ \ PID:155223000010 d \ 110 C, C14 \\6. \ U) Lo/ I \� FD 1/2" PIPI' ctio91 s'��ss DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 6 �{ N N l �-6 l N T T BEING 6 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, NOT TO SCALE AND 12 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. FID 1/2" \ ,7>0 O - <, T PIPE 76, -7 0 \ \ I / Graphic Scale (in feet) ao\ \\A , , L�'\ � \ \ I / / \ '�^, \ 0 100 200 1 inch = 100 feet wsb SCALE: DRAWN BY: 1" = 100' SURVEY BY: CHECK BY: SR JRH z O U) W 0Y z O H a U W UJ 0 UJ a 0 O z O } O Q W' J W W Z d M pO Q w Z 00 > Q =)nO OZ �=ZQ o 0 2~ J U) �mOJ _ (1) W ~WW Q Z = Q' > �QzOL)L —�V)O W fn N 0 WU) W J c� o W< �� N o W C: LLJpUzw = w W- _U Z in p — W J =) Preliminary Plat CD (o ^L W 4-0 0 CY)N (1) 0- 0 U c� W C: NO 2t U ^L 4-+ O WSB PROJECT NO. 019295-000 SHEET 1 OF 1 o�pe�k PLAT AREAS L� L_yJ u f Iy v - AO EASEMENT PER PLAT OF v v F� �O J / �I Q OTTER CREEK CROSSING i \ \ ADDRESSES IQ Owner: City of Monticello O'S'��Y �F� ��4,� s8�� ; V ✓ / / / I /1 TT F_— �� / [) E_ E_ I �� / [) rV ^ ^ I N I,/\ A \ I Surveyor: WSB 1'p OA,\ I / / I U I I L_ I \ u I \ L_ L_ \ �O° \ 701 Xenia Avenue South, Suite 300 ssiy (�j i A\� / _ \ S \ Minneapolis, MN 55416 G� <OT L) n A f1 f1 I T I /1 N I c� O° I\LJ /—vVVI 11U1\4 OST/ �� \ � NOTE: ALL UNDERLYING DRAINAGE AND UTILITY Lu ° otic' �" \ / I I �6' �`��` �\ fid, EASEMENTS DEDICATED BY THE PLAT OF OTTER z O cn , / SE'LY LINE OF OUTLOT A, OTTER \� I �O I CREEK CROSSING WHICH ARE WITHIN LOT 1, J O / CREEK CROSSING 1ST ADDITION I O� �'\ BLOCK 2, SAID OTTER CREEK CROSSING HAVE Cq � o •O �, BEEN VACATED PER DOCUMENT. NO. A974166. PROPERTY DESCRIPTION Outlot E, OTTER CREEK CROSSING, Wright County, Minnesota. EXCEPT THE FOLLOWING: That part of Outlot E, OTTER CREEK CROSSING, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota, described as follows: Beginning at the most easterly corner of Lot 1, Block 1, OTTER CREEK CROSSING 1 ST ADDITION, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota; thence South 41 degrees 02 minutes 17 seconds West, assumed bearing along the southeasterly line of said Lot 1, 434.31 feet; thence South 40 degrees 53 minutes 16 seconds East, 507.03 feet; thence North 41 degrees 02 minutes 17 seconds East, 434.31 feet to the northeasterly line of said Outlot E; thence North 40 degrees 53 minutes 16 seconds West, along said northeasterly line, 507.03 feet to the point of beginning. AND ALSO EXCEPT That part of Outlot E, OTTER CREEK CROSSING, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota, described as follows: Beginning at the most southerly corner of Outlot A, OTTER CREEK CROSSING 1 ST ADDITION, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota; thence South 41 degrees 02 minutes 17 seconds West, assumed bearing along the southwesterly extension of the southeasterly line of said Outlot A, 512.89 feet to the west line of said Outlot E; thence North 00 degrees 49 minutes 08 seconds West, along said west line, 686.83 feet to the southwesterly line of said Outlot A; thence South 49 degrees 07 minutes 40 seconds East, along said southwesterly line, 458.31 feet to the point of beginning. U191 WE Outlot A, 90TH STREET 3RD ADDITION, Wright County, Minnesota. AND Outlot F, OTTER CREEK CROSSING, Wright County, Minnesota. 00 \ \ OLU w < �� / / MOST S'LY CORNER I GJ \ \ \ \ o JU v' !, / OFOUTLOTA,OTTERCREEK I \ \ PROPERTY SUMMARY » \ v w Al / CROSSING 1ST ADDITION I \ \ \ \ z �� / I \� \ \ \ 1. Subject property's addresses are shown on survey. LEGEND Q FOUND SECTION MONUMENT FOUND MONUMENT O \ , p\^`� z Y Z o .� \ \ DECIDUOUS TREE Proposed plat areas are as follows: EVERGREEN TREE 05 o o A A � HAND HOLE Lot 1, Block 1 = 345,887 Square Feet or 7.940 acres FIBER OPTIC VAULT m � Q \ \ °s� \ \ Lot 1, Block 2 = 452,317 Square Feet or 10.384 acres \_ - - - / ww J V 6, \ \ Lot 2, Block 2 = 387,057 Square Feet or 8.886 acres \ N'LY LINES OF OUTLOT E, _ - - - /�� � so CATCH BASIN Lot 1, Block 3 = 293,835 Square Feet or 6.746 acres F OTTER CREEK CROSSING / p 0 \ .0 SANITARY MANHOLE 0 SANITARY LIFT STATION IRR LU N HYDRANT Outlot A = 635,018 Square Feet or 14.578 acres \ — O \ \ °�>�� \ u_v I \ / /FID Ff, �� \ R/W = 68,319 Square Feet or 1.568 acres 4_0 RLS 44581 J DRAINAGE AND UTILITYo Total = 2,182,435 Square Feet or 50.102 acres L� L_yJ u f Iy v - AO EASEMENT PER PLAT OF v v F� �O J / �I Q OTTER CREEK CROSSING i \ \ ADDRESSES IQ Owner: City of Monticello O'S'��Y �F� ��4,� s8�� ; V ✓ / / / I /1 TT F_— �� / [) E_ E_ I �� / [) rV ^ ^ I N I,/\ A \ I Surveyor: WSB 1'p OA,\ I / / I U I I L_ I \ u I \ L_ L_ \ �O° \ 701 Xenia Avenue South, Suite 300 ssiy (�j i A\� / _ \ S \ Minneapolis, MN 55416 G� <OT L) n A f1 f1 I T I /1 N I c� O° I\LJ /—vVVI 11U1\4 OST/ �� \ � NOTE: ALL UNDERLYING DRAINAGE AND UTILITY Lu ° otic' �" \ / I I �6' �`��` �\ fid, EASEMENTS DEDICATED BY THE PLAT OF OTTER z O cn , / SE'LY LINE OF OUTLOT A, OTTER \� I �O I CREEK CROSSING WHICH ARE WITHIN LOT 1, J O / CREEK CROSSING 1ST ADDITION I O� �'\ BLOCK 2, SAID OTTER CREEK CROSSING HAVE Cq � o •O �, BEEN VACATED PER DOCUMENT. NO. A974166. PROPERTY DESCRIPTION Outlot E, OTTER CREEK CROSSING, Wright County, Minnesota. EXCEPT THE FOLLOWING: That part of Outlot E, OTTER CREEK CROSSING, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota, described as follows: Beginning at the most easterly corner of Lot 1, Block 1, OTTER CREEK CROSSING 1 ST ADDITION, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota; thence South 41 degrees 02 minutes 17 seconds West, assumed bearing along the southeasterly line of said Lot 1, 434.31 feet; thence South 40 degrees 53 minutes 16 seconds East, 507.03 feet; thence North 41 degrees 02 minutes 17 seconds East, 434.31 feet to the northeasterly line of said Outlot E; thence North 40 degrees 53 minutes 16 seconds West, along said northeasterly line, 507.03 feet to the point of beginning. AND ALSO EXCEPT That part of Outlot E, OTTER CREEK CROSSING, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota, described as follows: Beginning at the most southerly corner of Outlot A, OTTER CREEK CROSSING 1 ST ADDITION, according to said plat recorded in the office of the County Recorder, Wright County, Minnesota; thence South 41 degrees 02 minutes 17 seconds West, assumed bearing along the southwesterly extension of the southeasterly line of said Outlot A, 512.89 feet to the west line of said Outlot E; thence North 00 degrees 49 minutes 08 seconds West, along said west line, 686.83 feet to the southwesterly line of said Outlot A; thence South 49 degrees 07 minutes 40 seconds East, along said southwesterly line, 458.31 feet to the point of beginning. U191 WE Outlot A, 90TH STREET 3RD ADDITION, Wright County, Minnesota. AND Outlot F, OTTER CREEK CROSSING, Wright County, Minnesota. 00 \ \ OLU w < �� / / MOST S'LY CORNER I GJ \ \ \ \ o JU v' !, / OFOUTLOTA,OTTERCREEK I \ \ PROPERTY SUMMARY » \ v w Al / CROSSING 1ST ADDITION I \ \ \ \ z �� / I \� \ \ \ 1. Subject property's addresses are shown on survey. LEGEND Q FOUND SECTION MONUMENT FOUND MONUMENT O SET MONUMENT SIGN o DECIDUOUS TREE EVERGREEN TREE © PEDESTAL ® HAND HOLE vLT FIBER OPTIC VAULT LIGHT POLE ,a POWER POLE GUY WIRE ❑E ELECTRIC PANEL ELECTRIC MANHOLE ss SOIL BORING D FLARED END SECTION ® CATCH BASIN ® BEEHIVE CATCH BASIN s\ STORM MANHOLE \s SANITARY MANHOLE 0 SANITARY LIFT STATION IRR IRRIGATION CONTROL BOX N HYDRANT Z WATER VALVE — SANITARY LINE U STORM LINE WATER MAIN O OC UNDERGROUND COMMUNICATION \ \ \ \ II \\ \ \ 1/ \\ \ 2. Subject property's property identification numbers are shown on survey. E UNDERGROUND ELECTRIC / SW'LY EXTENSION OF THE SE'LY I \ \ \ \ 3. The gross area of the subject property is 2,182,435 Square Feet or 50.102 acres. F UNDERGROUND FIBER OPTIC LINE OF OUTLOT A, OTTER CREEK I \ n \ \ \ G UNDERGROUND GAS CROSSING 1ST ADDITION off OVERHEAD POWER FENCE SURVEY NOTES 1. The bearing system is based on the recorded plat of OTTER CREEK CROSSING, CURB & GUTTER RLS 44581 LOT 1 I / having an assumed bearing of S00°49'08"E for the West lines of Outlot E and Outlot F. HEDGE LINE ° \ \ \ \ MI I A�51 \ 2. The vertical datum is based on NAVD88. _ < i \ \ \ BLOCK 1 01 \ DRAINAGE AND UTILITY / p� �� < �1^ FD 1/2' eIPE \ wI T EASEMENT PER PLAT OF --------------- ------ _ _ _ /��`b �Q\� ��<� �� 3. Field work was completed on 12/10/2021. F — -1 NOTE: ALL UNDERLYING OTTER CREEK CROSSING L_ — J DRAINAGE AND UTILITY 345,887 SQ. FT. O / SQ �� EASEMENTS DEDICATED BY 7.940 AC. OWNER: CITY OF MONTICELLO 1 THE PLAT OF OTTER CREEK o CROSSING WHICH ARE WITHIN cn1 ADDRE�S: UNASSIGNED \: D " 1/2PIPE \ \ OUTLOT E AND OUTLOT F, 1,e C ] \ \ \ \ \ I \ \ PID:' 155171000050 / 20o SAID OTTER CREEK / \ \ \ \ I \ / SQ, \ CROSSING ARE PROPOSED L 1 JJ TO BE VACATED. L \ \ 68,319 Q. FT. \ / 12 \ \ 1.568 TREE LINE BUILDING EDGE PLAT BOUNDARY PROPOSED LOT LINE PROPOSED RIGHT OF WAY PROPOSED D and U EASEMENT L \ I \ / \\ \\ \ \\\ I /\\ �o \ \ \ \ L /-\-r OUTLOT A / N LOT 1 /�------------„� , f r` Lu \ \ \ \ / / o O / 1 z \ \ I % DRAINAGE AND UTILITY EASEMENT / z / i/ L� \ \ \ OVER ALL OF OUTLOT A / \ u \ I L�J CO O \ \ \ \ \ \ \ \ I ) 635,018 SQ. FT. / / BLOCK 3 O LL Y \ i\ \ \ I 14.578 AC. / 293,835 SQ. FT. T L) r L- 1 \ /� S'WLY LINE OF LOT 1, BLOCK 1, \ k I n i \ L _ IJ O w \ \ \ \ \ I/ / / / 6.746 AC. ^ �1T .i 1 I \ 1-- 6'y 4 90TH STREET 3RD ADDITION �— LLj z� \\ \ \ \ /� / / 1 t -T- _J \ /1 i T r- I/ - / oo `) OWNFRf-C%T F Mql` T J�LLO LU \ \ \J V I _ I Q( M / �, r) NIA D UT�U�TY �' ^� % N LINE OF VACATED T v 1 ~O \ \ \ �`/�/ // I i / `� \ li PID: 1= ER PLAT OF / L=51.31 \\ CHELSEA ROAD WEST 1 r\ V — — — — \ \ \ \ /�/ \ I I i / / / \\ `/ EpSER EKCROgSING R=30.00 — — — FD 1/2” PIPE \ \�� \ �J� / I / \ / / I 0 --- / /� pTTE CRE L/ VTL_`/ j // r-\ ^ry ) �' =97059'36 LL o 1 \ \ I 146 FD RLS 15233 --- — — FD RLS 23968 ' - 12 \\ \ \\ \ / NIS° 35 �� / 88.94 S88°38'27"E 666.91 / N 1� d0 / 1/ S88 54 20 DRAINAGE AND UTILITY N `, / i / ��Q� �� ° EASEMENT PER PLAT OF �, - / __ �� �0' 90TH STREET 3RD ADDITION 5 Oz 1 \ \ I \ DRAINAGE AND UTILITY Q I \ \ , % ' _ \ 111 l \ EASEMENT PER PLAT OF / J p 1 Q • �- CL 0 I \ \ 2pp \ OTTER CREEK CROSSING / Oct 0O� �� n0 b v Z5�' X19 2 \ ✓ Z\ (D z LU w I tiT � �' \ FD RLS 22703 Z 2 U � 1 I 60 03 ` \ AZ� /0 \ \ / / �Oc�` cp J \) i 1 'L_ CL OF VACATED Q w of Ln O S' \ O CHELSEA ROAD WEST < I oc gtis �w~o I tios9s�0 W 1 1 /ice_-// \\ ,��<��/\ C:)4 1 FD 1/2" PIPE -12 V11 PIPELINE EASEMENT , f- PER DOC. NO. 724490 ,\ i N w a_ --34.50 LL LL LOT 1 452,317 SQ. FT. 10.384 AC. OWNER: CITY OF MONTICELLO EDA ADDRESS: UNASSIGNED PID: 155171000060 BLOC I 4,/ c /1 N I f1 1_1 1 1 L,\JI 4LJ; ;U�, LOT 2 387,057 SQ. FT. 8.886 AC. L S LINE OF VACATED CHELSEA ROAD WEST L CHELSEA ROAD WEST VACATED PER DOC. NO. Al 091043 (CITY RESERVES DRAINAGE AND UTILITY EASEMENT HOWEVER) o S7 \ ti S2�� \ I VICINITY MAP — \ \ CSAH NO. 39 �\\� ►\\� DRAINAGE AND UTILITY EASEMENT FD 1/2" DRAINAGE AND UTILITY EASEMENTS REBAR ° ARE SHOWN THUS: S00°20'16"E o _ I►�\�` I N N _ 6 i{ CENTERLINE OF 60 FT TEMPORARY i \ � � i �� ��\�L --��� 0.91 I STORM WATER DRAIN EASEMENT PER DOC. NO. 731770 \ ,` Mo / \ FD 1/2" \ N N (EXPIRED YET ???) \ \ \ t / PIPE \ \ NOT TO SCALE I L 6 I DRAINAGE AND UTILITY SECTION 10, TOWNSHIP 121, RANGE 25, r EASEMENT PER PLAT OF _ _A(i WRIGHT COUNTY, MINNESOTA \ OTTER CREEK CROSSING �4� �^ I \ Graphic Scale in feet .ry \ J\ c BEING 6 FEET IN WIDTH, UNLESS OTHERWISE P <0 <� T \ INDICATED, AND ADJOINING LOT LINES, 1 O AND 12 FEET IN WIDTH, UNLESS OTHERWISE \ \ o�F cT�'��<�4. \°� ��' , �o \ INDICATED, AND ADJOINING RIGHT-OF-WAY 0 100 200 i FD 1 /2" y 1 F C �` ti �` T \ PIPE �� \ \ �'vpscc,�TAyo 2\ 06'�'cc�'�s's0 \ LINES, AS SHOWN ON THE PLAT. 1 inch = 100 feet I, 'LS -x> 88°59'20"E 1121.27 9, T °'� A nnITI/1N I _ \ cPgA�SST \ �' O,L \ —\ LJ LJ I I I \J I N wsb SCALE: DRAWN BY: 1" = 100' SURVEY BY: CHECK BY: SR JRH z O U) LLI z O a O 1n LU 0 w a 0 O z O } O Z LLI U)J Of _J LLJ 0 O Z LU ? <1L > LLJ >IYQ�p O -� U) < _ ~ J f� �mOJLLJ Q OW Q z p =Qz-0IL �w0U)0 U7 W (nWOfJ Lu < 0- 3: =) U) LLJ� 000zw =wWULuz -W'0J0 M 0 00 Ln o 0 U_ J N � N 0 N M 0 N C LLI Q 0 Preliminary Plat CD o CL 4_0 NW I..L 0 CO (1) Co U) L •CC� G O U �--+ c� N � N O 2t U L 4_0 O WSB PROJECT NO. 019295-000 SHEET 1 OF 1 Location: City of Monticello Project No: 019295-000 Date: February 3, 2022 Description of Drainage and Utility Easement area to be vacated: Those Drainage & Utility Easements, originally dedicated on OTTER CREEK CROSSING 4TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota, and now to be vacated, which lie within Lot 1, Block 1 and Outlot B, OTTER CREEK CROSSING 4TH ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Location: City of Monticello Project No: 019295-000 Date: February 3, 2022 Description of Drainage and Utility Easement area to be vacated: Those Drainage & Utility Easements, originally dedicated on OTTER CREEK CROSSING, according to the recorded plat thereof, Wright County, Minnesota, and now to be vacated, which lie within Outlot E and Outlot F, OTTER CREEK CROSSING, according to the recorded plat thereof, Wright County, Minnesota. City Council Agenda: 02/14/2022 2N. Consideration to authorize preparation of an Industrial Feasibility Analysis by Bolton & Menk as a component of the CET Strateeic Transition Plan Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 2/14/2022 ® Consent Agenda Item Reviewed by: Approved by: EDA Manager, Finance Director, PW City Administrator Director/City Engineer, Community & Economic Dev. Coordinator ACTION REQUESTED Motion to authorize preparation of an Industrial Feasibility Analysis by Bolton & Menk at a not - to -exceed cost of $40,000 with final contract terms and conditions to be negotiated by the City Administrator. REFERENCE AND BACKGROUND The City received two proposals in response to the Request for Proposals (RFP) for the Industrial Feasibility Analysis. The RFP was posted on the City's website and the League of MN Cities website. Proposals were received from Bolton & Menk and WSB. Following review of the proposals, staff recommends the analysis be completed as proposed by Bolton & Menk. The Bolton & Menk proposal was under the budget allowance for the project and met all scope of work requirements. The proposal's deliverables directly aligned with the intended outcomes of the project. Specifically, the goal of the project is to identify any additional long-range industrial sites which can best meet the needs of the community and complement Monticello's assets, including location on the interstate and proximity to the St. Cloud and Twin City workforces. This analysis will assist the City with long-range land use, infrastructure and financial preparation and planning as it relates to industrial land development. The results of the industrial feasibility analysis will be paired with the prior Capacity & Planning Analysis and will be incorporated into the overall Strategic Transition Plan compiled for the CET grant. The scope of the CET grant includes funding for additional industrial land studies. Costs for the feasibility study are expected to be reimbursed through the CET grant. Staff is tracking the expenditures to date against grant contract allocation line items and working with DEED for proper allocation and reimbursement. A contract amendment may be necessary to align this study cost with the original CET scope line items, which instead included a more technical Alternative Urban City Council Agenda: 02/14/2022 Areawide Review (AUAR) process. Staff believes an AUAR is premature, and that the feasibility study is a required precursor to more technical analysis in the study areas. The contract with Bolton & Menk will not be executed until such time as that item is confirmed by DEED. Meetings with City boards for update and feedback are included within the Bolton & Menk scope. In the prepared motion, staff is requesting flexibility to refine the final project scope with Bolton & Menk, which may result in some adjustment to the project cost, but still within the originally noted $40,000 budget. I. Budget Impact: $40,000 in the Planning & Zoning department of the General Fund. As noted above, this expenditure will be offset with CET grant revenues. Should DEED indicate this is not an eligible use of grant funds, the contract will not be executed. II. Staff Workload Impact: At this time, staff impact includes the preparation of the RFP, review of the received proposals and preparation of related staff reports, estimated at 12 hours. If Council authorizes the feasibility study, additional staff time for review and recommendation of consultant selection will be required, estimated at an additional 30 hours. III. Comprehensive Plan Impact: The Monticello 2040 Plan's Economic Development chapter recommends that the City continue to foster "a stable and expanding tax base that diversifies the city's economy and creates sustainable employment to offset the eventual closure of the Xcel Monticello Nuclear Generating Plant; the Land Use chapter also indicates that the community will "maintain an industrial land supply that is adequate and suitable for the continued growth of the City's core industries, including manufacturing, logistics/distribution, and emerging technologies. The City should capitalize on its proximity to Interstate 94, regional transportation facilities, and educated and skilled work force to create opportunities for job growth." STAFF RECOMMENDED ACTION City staff recommends approval of authorization to prepare an Industrial Feasibility Analysis by Bolton & Menk as a component of the CET grant Strategic Transition Plan. Bolton & Menk's proposal was ranked first by the staff team overall for its stated project understanding, deliverables, timeline and cost. Completion of a capacity and feasibility of specific land area for industrial development will support strategic decision-making for tax base and job growth and the City's efforts to continue a logical and efficient growth pattern. SUPPORTING DATA A. Request for Proposal — Monticello Area Industrial Feasibility Analysis B. Map of proposed study areas C. Proposals (provided under separate cover) City of Monticello REQUEST FOR PROPOSAL (RFP) Monticello Area Industrial Land Use Feasibility Analysis The City of Monticello is requesting proposals for a land use feasibility analysis evaluating the potential for long-range industrial land use. The areas of analysis focus primarily on the eastern side of the Monticello Orderly Annexation Area (MOAA) and area to the eastern boundary of Monticello Township, as well as reconfirmation of prior analysis in the northwest area of the MOAA. This analysis will assist the City with long-range land use, infrastructure and financial preparation and planning. Acceptance of Proposal Contents The contents of this RFP will be included as part of the contractual obligations if a contract ensues. All information in the proposal is subject to disclosure under the provisions of Minnesota Statutes Chapter 13 -Minnesota Government Data Practices Act. Please contact the following person or department for more information or to request specifications for the project: Name: Angela Schumann Department: Community Development Phone and/or Cell: 763-271-3224 (office) Email: angela.schumann@ci.monticello.mn.us To submit an RFP or quote, please send a digital copy to the following email: Hayden.Stensgard@ci.monticello.mn.us Proposals are due by: Friday, January 28th, 2022 at 4:00 PM (CST) Project Overview and Outcome As Monticello continues to plan for a strategic transition from an energy -based economy, the City is evaluating long-range opportunity areas for tax base and job growth. The City of Monticello is requesting proposals for a feasibility study on land area beyond its current eastern municipal boundary for industrial development. The desired analysis will include information gathered to complete the scope of work below as well as next step recommendations for the City's consideration as an outcome of the analysis. The information provided in the feasibility analysis will be a reference for policymakers and staff for future decisions on industrial land development. In recent years, a variety of preliminary analysis was completed on potential industrial land use in the Northwest area of Monticello. The information in the prior analysis for the Northwest area will be reconfirmed along with the study of the eastern Monticello area as part of the project scope. Scope of Service All proposals should include an initial staff and consultant meeting to develop a clear project path and final detailed scope. 1 I Page City of Monticello REQUEST FOR PROPOSAL (RFP) Monticello Area Industrial Land Use Feasibility Analysis The city is not requesting completion of a Phase I Environmental Site Assessment or certificate of survey on these study areas as part of the feasibility analysis. Feasibility analysis will rely on publicly available data sources. A. East Monticello Area Industrial Feasibility o General Site Characteristics/Constraints ■ Topography ■ Existing and planned transportation access ■ Wetlands/Shoreland/Floodplain ■ Utility corridors ■ Soil types ■ Known environmental hazards o Land Use ■ Size of parcels ■ Developable acreage based on site characteristics ■ Schematic development layouts best suited for the area based on site characteristics and transportation and utility corridor planning ■ Recommendation of Industrial land use types based on land area and character o Transportation ■ Potential interchange locations with 1-94 ■ Analyze adjacent jurisdiction land-use/transportation plans identifying future partnering options for major transportation improvements. ■ Potential connections with existing and planned road network in Wright County and the cities of Monticello, Otsego, and St. Michael. B. Northwest Monticello Area o Consolidation and reconfirmation of previous analysis on the planned industrial land area in the Monticello Northwest area, including: ■ General Site Characteristics/Constraints • Topography • Soil types • Existing and planned transportation access • Wetlands/Shoreland/Floodplain • Utility corridors • Known environmental hazards ■ Land Use • Size of parcels • Developable acreage • Schematic development layouts best suited for the area defined and based on site characteristics and transportation and utility corridor planning 2 1 P a g e City of Monticello REQUEST FOR PROPOSAL (RFP) Monticello Area Industrial Land Use Feasibility Analysis Project Timeline The final feasibility analysis and deliverables are required no later than May 1, 2022, with all invoicing for the project complete by May 15th, 2022. Proposal Format Proposal submittal should follow the Table of Contents listed below: 1. General Information 2. Project Understanding 3. Project Approach 4. Proposed Project Team and Experience 5. Comparable Project References 6. Schedule 7. Any Additional Information as Needed 8. Project Cost Project Deliverables 1. Original and .pdf files of all feasibility analysis content, including drafts and final 2. East Monticello Transportation network connection options 3. Executive summary 4. Recommendation for additional analysis and next steps 5. Five (5) printed copies of the final document 6. GIS layers of all maps created for the report Consultant Selection Proposals will be reviewed and evaluated by a team of City Staff on the basis of the following criteria: 1. Consulting firm references and qualifications. 2. Key project staff experience with similar projects. 3. Proven track record in successfully completing similar projects on time and within budget. 4. Proposed approach to completing the project. 5. Proposed consultant cost. Following review, staff's recommendation for consultant selection will be forwarded to the City Council for decision. The City Council may refuse all proposals and elect not to proceed with the project. References/Resources If a consultant has past experience that is relative to the work detailed above, please provide information on the projects as references. Exhibits 1. Feasibility Analysis Areas —Map 3 1 P a g e City of Monticello REQUEST FOR PROPOSAL (RFP) Monticello Area Industrial Land Use Feasibility Analysis Contract Term and Conditions Upon selection of a Consultant, an Agreement or Contract for Services, shall be entered into by the City and the Consultant. It is expected that the contract will provide for compensation for actual work completed on a not to exceed basis, and the following conditions: 1. Deletions of specific itemized work tasks will be at the discretion of the City. Payment or reimbursement shall be made based on tasks that have been satisfactorily completed. Billing that exceeds the not to exceed amount will not be compensated unless a contract extension has been approved in advance by the City. 2. The City shall retain ownership of all documents, plans, maps, reports and data prepared under this proposal. In addition to being provided hard copy and digital documents throughout the project, upon completion the consultant shall supply the City with a fully scanned (Laserfiche) project file including all project components. 3. If, for any reason, the Consultant is unable to fulfill the obligations under the contract in a timely and proper manner, the City shall reserve the right to terminate the contract by written notice. In this event, the firm shall be entitled to just and equitable compensation for any satisfactory completed work tasks, as determined by the City Engineer. 4. The Consultant shall not assign or transfer any interest in the contract without prior written consent of the City. 5. The Consultant shall maintain comprehensive general liability insurance in accordance with Section 466.04 of the Minnesota Statutes. 6. The Consultant shall defend, indemnify and hold harmless the City of Monticello, its officials, employees and agents, from any and all claims, causes of action, lawsuits, damages, losses or expenses, including attorney fees, arising out of or resulting from the Consultant's (including its officials, agents, subconsultants or employees) performance of the duties required under the contract, provided that any such claim, damages, loss or expense is attributable to bodily injury, sickness, diseases or death or injury to or destruction of property including the loss of use resulting therefrom and is caused in whole or in part by any negligent act or omission or willful misconduct of Consultant. 7. The Consultant contract shall be governed by the laws of the State of Minnesota. 8. Project summaries shall be submitted with each invoice during the course of the project. Each summary shall detail the amount billed to date, work items that need to be completed, the estimated costs to complete these tasks and the projected timeline for the completion of 41 Page City of Monticello REQUEST FOR PROPOSAL (RFP) Monticello Area Industrial Land Use Feasibility Analysis the project. Invoices submitted to the City shall include a detailed breakdown of times, personnel, mileage, etc. chargeable for that period. NOTES The City of Monticello reserves the right to reject any or all quotes, to waive technical specifications or deficiencies, and to accept any quote it may deem is in the best interest of the City. The consultant must comply with all local and State laws, rules, and regulations. The consultant will be required to meet the insurance specifications as needed for the project and as required by law. It shall be the responsibility of the consultant to supply all necessary tools, supplies and equipment to perform the work as requested. Responding consultants shall submit to the City a signed statement under oath by an owner or officer verifying compliance with each of the minimum criteria in Minn. Stat. § 16C.285, subd. 3. at the time that it responds to this solicitation document. A false statement under oath verifying compliance with any of the minimum criteria shall make the consultant that makes the false statement ineligible to be awarded a project and may result in termination of contract. The Consultant shall invoice the City within 30 days of the completed project at the rates agreed to in the contract. The City shall make payment within 35 days of receipt of invoice unless other terms are written in the contract. The City of Monticello shall retain the right to terminate the contract with seven (7) days' notice should the Consultant fail to perform work in a professional manner or perform the work within the demands and time constraints established by the City of Monticello. Failure to maintain necessary licenses and/or insurance coverage is grounds for termination of the Contract. The contract could be terminated upon mutual agreement between the City and the Consultant, provided that at least 30 days' notice is given by either party prior to termination. The contract may be terminated by the City at any time upon discovery by the City that the consultant has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. § 16C.285, subd. 3. The Consultant will be required to indemnify the City against all suits, claims, judgments, awards, loss, cost or expense (including attorney's fees without limitation) arising in any way out of the Contractor's performance or non-performance of its obligations under the Service Contract. Contractor will defend all such actions with counsel satisfactory to Owner at its own expense, including attorney's fees, and will satisfy any judgment rendered against Owner in such action. 51 Page FUTURE LAND USE MAP Im .4I!1■i,Z, Im ilIN City Council Agenda: 02/14/2022 20. Consideration to authorize a Request for Proposals for completion of the Strategic Transition Plan Summary as a component of the CET Strategic Transition Plan Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 2/14/22 ® Consent Agenda Item Reviewed by: Approved by: Finance Director, Public Works City Administrator Director/City Engineer ACTION REQUESTED Motion to authorize a Request for Proposals for a Strategic Transition Plan Summary as a component of the CET Strategic Transition Plan. REFERENCE AND BACKGROUND Over the last three years, the City has completed a variety of projects to better understand the opportunity landscape for a successful transition from an energy -based economy driven by being a host community to a large electric utility. Many of the completed projects were made possible by a Community Energy Transition (CET) grant through the State of Minnesota. The last component of the current CET grant funding is the completion of a Strategic Transition Plan (STP) Summary. The STP Summary will draw a relationship between the city's goals, the various studies completed as part of the CET grant, and other relevant past studies. The Council is asked to authorize the release of a Request for Proposals for the completion of the STP Summary document. The STP is not intended to be a new document built from the ground up. The STP is intended to summarize and synthesize the City's many resources and studies, yielding prioritized strategies which provide a clear pathway for transition over the next 10+ years. The strategies will cross the spectrum of development capacity, including industrial, commercial, and residential sectors. The strategies will also incorporate the City's financial and infrastructure capacity. The STP will focus on those activities that are driven and achievable by the City as the primary agency. The purpose of the overall Strategic Transition Plan grant application was to identify short, medium, and long-range tasks for implementation. The STP Summary is intended to provide this framework and a systemic approach for replacing or supplementing lost tax base and employment resulting from a future Monticello Nuclear Generating Plant closure. I. Budget Impact: Unknown. The scope of the CET grant allocates funding of approximately $35,000 for the Strategic Transition Plan Summary components. City Council Agenda: 02/14/2022 Once RFPs are received, Council will evaluate the cost against outcomes for approval. Costs for the feasibility study are to be reimbursed through the CET grant. II. Staff Workload Impact: At this time, staff impact is limited to the preparation of the RFP and this report for Council consideration, estimated at 6 hours. If Council approves release of the RFP, additional staff time for review and recommendation of consultant selection will be required, estimated at an additional 12-20 hours depending on the number of proposals received. III. Comprehensive Plan Impact: The Monticello 2040 Plan's Economic Development chapter recommends that the City continue to foster "a stable and expanding tax base that diversifies the city's economy and creates sustainable employment to offset the eventual closure of the Xcel Monticello Nuclear Generating Plant." STAFF RECOMMENDED ACTION City staff recommends authorization of the Request for Proposal. The Strategic Transition Plan Summary is intended to connect the city's broader goals with the technical study completed to - date for the specific purpose of providing a transition implementation plan. This document will support strategic decision-making for tax base and job growth and the City's efforts to continue a logical and efficient growth pattern. SUPPORTING DATA • Request for Proposal — Strategic Transition Plan Summary CITY ()'.I a Monticello City of Monticello 505 Walnut Street Monticello, Minnesota 55362 www.ci.monticello.mn.us Request for Proposals Professional Services —City of Monticello Strategic Transition Plan Summary CITY OF MONTICELLO REQUEST FOR PROPOSALS TABLE OF CONTENTS i. Introduction A. General Information B. Term of Engagement C. Subcontracting ii. Nature of Services Required A. Scope of Work to be Performed B. Resources and References C. Reports to be Issued D. Additional Services E. Special Considerations F. Retention of Workpapers and Access to Working Papers iii. Description of the City of Monticello IV. Time Requirements A. Anticipated Proposal Calendar B. Notification C. Schedule for Completion of Work V. Proposal Requirements A. General Requirements B. Detailed Proposal V1. Evaluation Procedures A. Evaluation Criteria B. Oral Presentations C. Final Selection D.Right to Reject Proposals VII. Appendices A. Insurance Requirements B. Contract Terms and Conditions 1 I. INTRODUCTION A. General Information The City of Monticello (City) is requesting proposals from qualified firms for a Strategic Transition Plan Summary. The Strategic Transition Plan Summary will provide a framework for economic vitality beyond the life of Xcel Energy's Monticello Nuclear Generating Plant. There is no expressed or implied obligation for the City to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. The City of Monticello shall not be liable for any expenses incurred by the applicant including but not limited to expenses associated with the preparation of the proposal, attendance at the interviews, preparation of a compensation (fees) schedule or final contract negotiations. To be considered, one master hard copy of the proposal must be mailed or delivered to the contact listed below and received prior to the deadline. In addition, email an electronic version of the proposal to the contact below: City of Monticello Attn: Hayden Stensgard 505 Walnut Street, Suite 1 Monticello, MN 55362 763-271-3206 Hayden. stensgard @ci. monticello. mn. us The proposal must be received no later than 4:00 p.m. on Thursday, March 3, 2022. Proposers are solely responsible for delivering their proposals to the city before the deadline. Any proposal received after the deadline will not be considered. The City reserves the right without prejudice to reject any or all proposals submitted. Proposals submitted will be evaluated by a Selection Committee consisting of: • City Administrator • Finance Director • City Engineer/PW Director • Community Development Director • Economic Development Manager During the evaluation process, the City reserves the right, where it may serve the City's best interest, to request additional information or clarifications from proposers, or to allow corrections of errors or omissions. Firms may be requested to make oral presentations to the Selection Committee as part of the final evaluation process. The City reserves the right to retain all proposals submitted and to use any ideas in a proposal regardless of whether that proposal is selected. Submission of a proposal indicates acceptance bythe firm of the conditions contained in this request for proposals, unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City and the firm selected. It is anticipated the selection of a firm will be completed by March 10, 2022. Following the notification of the selected firm, it is expected a contract will be executed between both parties following the March 14, 2022 meeting of the City Council. B. Term of Engagement The term of engagement is tentatively set for March 15, 2022 through May 15, 2022, with all project invoicing to occur before May 17, 2022. C. Subcontracting No subcontracting will be allowed without the express prior written consent of the City. II. NATURE OF SERVICES REQUIRED A. Scope of Work to be Performed The Strategic Transition Plan Summary (STPS) is intended to unify the City of Monticello's established goals with existing and developing economic, infrastructure and planning analysis for the purpose of identifying and prioritizing strategic transition initiatives for the community. It is intended as a summary document connecting existing resources and analyses rather than a new research undertaking. The Monticello Nuclear Generating Plant (MNGP), licensed for operation through 2030, represents over 50% of the City's tax base. Over the last three years, the City of Monticello has undertaken a series of studies to plan for expansion and diversification of the tax base in support of a successful transition from an energy -based economy. This strategic plan is intended to provide guidance to current and future city leaders for transitioning from this energy -based economy. The STPS will isolate and prioritize implementation strategies from the Monticello 2040 Vision + Plan which most directly relate to a successful transition, along with any additional strategies identified through review of the technical analysis documents. The STPS should be focused on those activities that are driven and achievable by the City as the primary agency. The selected consultant will synthesize the available resource information and studies to identify and filter the transition opportunities in residential, commercial, and industrial sectors. The recommendations will align with the City's financial tools and capacity, utility and transportation service capacity and opportunity, and available market information. B. Resources and References • Regional Economic Impact of Xcel Energy o Coalition of Utility Cities/Center for Energy and Environment — Xcel Energy Economic Impact Analysis (Complete) • Local Economic Impact and Financial Planning o Monticello Long-term Financial Management Plan (In -progress) o Monticello Capital Improvement Plan (Complete) • Long Range Planning o Monticello 2040 Vision + Plan (Complete) o Comprehensive Sanitary Sewer Study (In -progress) o Comprehensive Water Study (In -progress) o Comprehensive Stormwater Plan • Industrial Development o Industrial Feasibility Analysis (In -progress) o Industrial Land Absorption and Demand Study, 2020 (Complete) o Industrial Site Feasibility (Complete) o Industrial Land Capacity & Planning Analysis (Complete/Draft) o Available Industrial Land Inventory Map • Commercial Development o The Pointes at Cedar Small Area Plan (Complete) o Available Commercial Land Inventory Map (Complete) • Residential Development o The Pointes at Cedar Small Area Plan o Available Residential Land Inventory Map (Complete) C. Reports to be Issued The Strategic Transition Plan Summary will consist of the following elements and include text, graphics and maps as applicable: 1. Executive Summary 2. Why Monticello Needs a Strategic Transition Plan 3. Alignment with Monticello 2040 Vision + Plan 4. Summary of Applicable Analysis & Study 5. Opportunity Filter: Identify implementation strategies to successfully mitigate impact of MNGP closure 6. Action Plans: a. Segment by Industrial, Commercial, Residential development sectors b. Include points of interconnection or opportunity supporting multiple sectors c. Actions should be specific to city -driven initiatives d. Recommend identifiable benchmarks or metrics e. Identify and prioritize key legislative opportunities for applicable strategies U. Additional Services Additional services are not anticipated but can be performed as allowed and desired upon the mutual consent and agreement of compensation between the City and selected firm. E. Special Considerations The consultant should consider and propose an engagement plan including meetings with City staff and elected and appointed officials, as well as local and regional partners. Direct public engagement is not a component of this project. F. Retention of Workpapers and Access to Working Papers All working papers and reports must be retained, at the firm's expense, for a minimum of 0 3 years, unless the firm is notified in writing by the City of the need to extend the retention period. The firm will be required to make working papers available, upon request, to the following parties or their designees: City of Monticello. III. DESCRIPTION OF THE CITY OF MONTICELLO The City of Monticello was organized as a municipality in 1856 and is a growing community along the 1-94 corridor in Wright County. The city is located along the banks of the Mississippi River and encompasses an area of 8.94 miles. The most recent population estimate was 14,455 people; the city is also home to a variety of commercial and industrial businesses — including the Monticello Nuclear Generating Plant. The plant is currently licensed to operate through 2030 with a proposed request for license extension. However, Monticello leaders are committed to the long-term planning required to ensure a vibrant economic future through diversification of the local tax base. Learning from host communities across the country that have faced the impacts of decommissioning, the City of Monticello seeks to capitalize on opportunities for future stability and sustainable growth. IV. TIME REQUIREMENTS A. Anticipated Proposal Calendar The following is a list of key dates regarding the selection process: 1. Request for Proposals Released .......................................... February 15, 2022 2. Proposals Due............................................................................ March 3, 2022 3. Vendor Selected...................................................................... March 10, 2022 4. Contract Approved by City Council ......................................... March 14, 2022 B. Notification It is anticipated that the staff recommended firm will be notified prior to March 11, 2022. c. Schedule for Completion of Work All product deliverables are required no later than May 17, 2022. Council acceptance of the work is required and anticipated for May 23, 2022. V. PROPOSAL REQUIREMENTS A. General Requirements 1. Inquiries Inquiries concerning the request for proposals and the subject of the request for proposals must be addressed to: Angela Schumann Community Development Director 763-271-3224 angela.schumann@ci.monticello.mn.us All responses, questions, and correspondence should be directed to Ms. Schumann. In the interest of fairness to all respondents, do not contact other staff 5 or elected or appointed officials. Written questions on the RFP will be accepted until March 1, 2022 at 4:00 PM to allow time for staff to respond. Written questions submitted after March 1, 2022 at 4:00 PM may go unanswered. 2. Submission of Proposals Proposals are required to be received by 4:00 PM on March 3, 2022 for a proposing firm to be considered. The detailed proposal should follow the order set forth in Section VI.B. of thisrequest for proposals. B. Detailed Proposal 1. General Requirements The purpose of the proposal is to demonstrate the qualifications, competence and capacity of the firms seeking to undertake the Strategic Transition Plan Summary of the City in conformity with the requirements of this request for proposals. As such, the substance of proposals will carry more weight than their form or manner of presentation. The proposal should demonstrate the qualifications of the firm and of the staff to be assigned to the engagement. It should also specify a work approach that will meet the request for proposals requirement. The proposal should address all the points outlined in the request for proposal. The proposal should be prepared simply and economically, providing a straightforward, concise description of the proposer's capabilities to satisfy the requirements of the request for proposal. While additional data may be presented, the following subjects must be included. Proposal submittal should follow the Table of Contents listed below: 1. General Information 2. Project Understanding 3. Project Approach 4. Proposed Project Team and Experience 5. Comparable Project References 6. Schedule 7. Additional Information as Needed 8. Project Cost VI. EVALUATION PROCEDURES A. Evaluation Criteria Proposals will be reviewed and evaluated by a team of City Staff on the basis of the following criteria: 1. Consulting firm references and qualifications. 2. Key project staff experience with similar projects. 3. Proven track record in successfully completing similar projects on time and within budget. A 4. Proposed approach to completing the project. 5. Proposed consultant cost. Following review, staff's recommendation for consultant selection will be forwarded to the City Council for decision. The City Council may refuse all proposals and elect not to proceed with the project. B. Oral Presentations During the evaluation process, the Selection Committee may, at its discretion, request any one orall firms to make oral presentations. Such presentations will provide firms with an opportunity to answer any questions the Selection Committee may have on a firm's proposal. Not all firms may be asked to make such oral presentations. c. Final Selection The City intends to select a firm based upon the recommendation of the Selection Committee. It is anticipated that the Council will approve the recommended firm on March 14, 2022. D. Right to Reject Proposals Submission of a proposal indicates acceptance by the firm of the conditions contained in this request for proposal unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City and the firm selected. The City reserves the right to reject any and all proposals, waive all technicalities and accept any proposal deemed to be in the city's best interest. 7 APPENDIX A: INSURANCE REQUIREMENTS Insurance shall be in such form as will protect the Contractor from all claims and liabilities for damages for bodily injury, including accidental death, and for property damage, which may arise from operations under this contract, whether such operations by himself or anyone directly or indirectly employed by Contractor. Amount of Insurance A) Comprehensive General Liability: Bodily Injury or Property Damage - $1,000,000 each occurrence and general aggregate B) Automobile and Truck Liability: Bodily Injury or Property Damage - $1,000,000 each occurrence and general aggregate *Comprehensive General Liability coverage and Automobile and Truck Liability coverage may be met with a combination of coverage including excess and umbrella liability coverage. TVDe of Insurance for Contractor A) Workers Comprehensive Insurance: Coverage for all people employed by the Contractor to perform work under this contract. This insurance shall be in the amount of $500,000 for each accident, illness or disease or such other amount that may be required by the most current laws of the State of Minnesota, whichever is greater. B) Comprehensive General Liability Insurance: Covering bodily injuries and property damage and also including coverage for: 1) Injury to or destruction of wires, pipes, conduits, and similar property located below the surface of the ground, whether public or private. 2) Collapse of or structural injury to any building or structure except those on which work under this Contract is being performed. 3) Contractual liabilities related to bodily injury and property damage. C) Automobile and Truck Liability Insurance: Covering bodily injury and property damage relating to operation of all motor vehicles and equipment, whether or not owned by the Contractor, being operated in conjunction with work under this contract. D) Product and Completed Operations Insurance: Coverage to be included in the amounts specified above for Comprehensive General Liability. Evidence of Insurance The City of Monticello shall be listed as an Additional Insured on the certificates of insurance. The Contractor shall submit Certificates of Insurance to the Owner at the time of execution of the Service Contract. Written notice shall be given to the City of Monticello at least thirty (30) days prior to cancellation or non -renewal of such insurance coverage. As evidence of insurance coverage, the Owner may, in lieu of actual policies, accept official written statements from the insurance company certifying that all the insurance policies specified are in force for the specified period of the contract. N. APPENDIX B: CONTRACT TERMS AND CONDITIONS Contract Term and Conditions 1. Upon selection of a Consultant, an Agreement or Contract for Services, shall be entered into by the City and the Consultant. It is expected that the contract will provide for compensation for actual work completed on a not to exceed basis, and the following conditions: i. Deletions of specific itemized work tasks will be at the discretion of the City. Payment or reimbursement shall be made based on tasks that have been satisfactorily completed. Billing that exceeds the not to exceed amount will not be compensated unless a contract extension has been approved in advance by the City. 2. The City shall retain ownership of all documents, plans, maps, reports and data prepared under this proposal. In addition to being provided hard copy and digital documents throughout the project, upon completion the consultant shall supply the City with a fully scanned (Laserfiche) project file including all project components. If, for any reason, the Consultant is unable to fulfill the obligations under the contract in a timely and proper manner, the City shall reserve the right to terminate the contract by written notice. In this event, the firm shall be entitled to just and equitable compensation for any satisfactory completed work tasks, as determined by the City Administrator. 4. The Consultant shall not assign or transfer any interest in the contract without prior written consent of the City. 5. The Consultant contract shall be governed by the laws of the State of Minnesota. 6. Project summaries shall be submitted with each invoice during the course of the project. Each summary shall detail the amount billed to date, work items that need to be completed, the estimated costs to complete these tasks and the projected timeline for the completion of the project. Invoices submitted to the City shall include a detailed breakdown of times, personnel, mileage, etc. chargeable for that period. 7. The City of Monticello shall retain the right to terminate the contract with seven (7) days' notice should the Consultant fail to perform work in a professional manner or perform the work within the demands and time constraints established by the City of Monticello. Failure to maintain necessary licenses and/or insurance coverage is grounds for termination of the Contract. The contract could be terminated upon mutual agreement between the City and the Consultant, provided that at least 30 days' notice is given by either party prior to termination. The contract maybe terminated by the City at anytime upon discovery by the City that the consultant has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. § 16C.285, subd. 3. 8. The Consultant will be required to indemnify the City against all suits, claims, judgments, awards, loss, cost or expense (including attorney's fees without limitation) arising in any way out of the Contractor's performance or non-performance of its obligations under the Service Contract. Contractor will defend all such actions with counsel satisfactory to Owner at its own expense, including attorney's fees, and will satisfy any judgment rendered against Owner in such action. Al City Council Agenda: 2/14/2022 2P. Consideration to approve a Conditional Use Permit for Cross/Joint Parking Easement in the Central Communitv District. Applicant: Bill and Pennv Burt Prepared by: Meeting Date: ❑ Regular Agenda Item Northwest Associated Consultants, 2/14/2022 ® 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 Motion to approve a Conditional Use Permit for Joint/Cross-Parking for PIDs 155-010-032020 (Schlenner Wenner) and 155-010-035040 (Rustech), based on findings in Planning Commission Resolution PC -2022-03, and with the Conditions identified in Exhibit Z of this report. REFERENCE AND BACKGROUND Property: Legal Description: Portions of Lots 4 &5, Block 35, Original Plat Monticello PID: 155-010-035040 and 155-010-032020 Planning Case Number: 2022-004 Request(s): Conditional Use Permit for Joint/Cross-Parking Deadline for Decision: March 13, 2022 (60 -day deadline) May 12, 2022 (120 -day deadline) Land Use Designation: Downtown Mixed Use Zoning Designation: CCD, Central Community District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Production Brewery/Taproom and Professional Office Surrounding Land Uses: North: CCD —Commercial Buildings East: CCD — Commercial Buildings (Hwy 25) South: CCD — Commercial Buildings (3rd Street) City Council Agenda: 2/14/2022 West: CCD — Public Parking Project Description: The applicant proposes to expand the current Brewery/Taproom facility into the adjoining commercial space of the existing building. By doing so, parking will need to be provided for the use but is unavailable on the current site. The applicant proposes to utilize an existing private commercial parking lot south/southwest of the site (across 3rd Street) to meet that requirement. A Conditional Use Permit is necessary for this arrangement. Additionally, a formal agreement between the applicant and the neighboring property owner of the parking lot is required. ANALYSIS: The proposed use is for expansion of a "Production Brewery/Taproom", defined as a facility that manufactures, processes and warehouses beer for wholesale distribution in off -sale packages to retail liquor establishments and may retail beer product for on-site consumption in a taproom for off-site consumption as growlers. Production Brewery/Taprooms are a permitted use in the CCD zoning district. The applicants are seeking a Conditional Use Permit to accommodate off-site shared parking for the expansion of their facility, adding 2,000 gross square feet to the current 2,000 square foot use. About 650 square feet of this will be additional table/bar seating area, and the remainder will be cooler, restroom, office, gaming, music stage, and corridor space. For 650 square feet of bar or restaurant floor space, the zoning ordinance applies a parking standard of one space per 40 square feet of floor area, a total requirement of 16 spaces. In addition, storage and office uses as shown will each add one space to the new demand. Applying the retail requirement (one space per 200 square feet to the gaming/open areas and the stage portion of the layout), an additional four spaces are added, based on capacity. In total, based on the arrangements of uses in the expansion area, the project will have the effect of increasing the required parking for the facility by a total of 22 additional parking spaces. The applicants had previously worked with the City to provide parking for the original 2,000 square foot facility through a combination of revised on-site parking, overflow parking on the adjoining City parking lot, and payment into the City's downtown parking fund for remaining shortage. Because the applicants had agreed to accommodate public parking on their property as allowed by the zoning ordinance, their net parking demand requirement was reduced to 60% of the original code calculation. At the time of the prior CUP, the on-site parking, combined with the City Council Agenda: 2/14/2022 local public parking and the parking fund payment was calculated to meet the requirement. That parking total was 11 spaces on-site, plus three additional spaces paid for into the parking fund. As such, the applicant has accounted for 14 spaces of their demand. It is noted that four of the on-site spaces are currently occupied by outdoor seating. The applicants will provide some new parking on the site, but by expanding the patio areas on the property, there is no net gain of spaces overall. With this, the additional 22 spaces must be provided as a condition of expansion approval. However, because the applicants have provided the public cross -easement, their actual increased parking supply (60% of code) is 13 new spaces. The CUP requested by the applicants would be processed as a joint parking agreement with the "Schlenner-Wenner" property across 3rd Street from the Rustech facility. Schlenner-Wenner has 57 current parking spaces on site. The zoning ordinance provides for joint parking by CUP under the following provisions: (3) Joint Facilities for Commercial, Industrial & Civic/Institutional Uses: The City Council may, after receiving a report and recommendation from the Planning Commission, approve a conditional use permit for one (1) or more businesses to provide the required off-street parking facilities by joint use of one (1) or more sites where the total number of spaces provided are less than the sum of the total required for each business should they provide them separately. When considering a request for such a permit, the Planning Commission shall not recommend that such permit be granted nor the Council approve such a permit except when the following conditions are found to exist: (a) Up to fifty (50) percent of the parking facilities required for a theatre, bowling alley, dance hall, bar, or restaurant may be supplied by the off-street parking facilities provided by types of uses specified as a primarily daytime use in subparagraph (d) below. Staff comment: The proposal meets the 50% threshold. The applicants have accounted for 14 spaces attributable to their site (through provided parking, public parking easement and parking fund payments), and are seeking to add a demand of 13 new spaces off site, 17 is counting the spaces currently utilized by outdoor seating. The proposed location can supply more than 40 easily accessible spaces, far beyond the calculation. As noted, the proposed use is a brewery taproom, with its primary hours being weekend and evening use. The proposed site is comprised almost exclusively of office space where usage is weekday activity. (b) Up to fifty (50) percent of the off-street parking facilities required for any use specified under (d) below as primary daytime uses may be supplied by the parking facilities provided by the following nighttime or Sunday uses: Auditoriums incidental to a public or parochial school, churches, bowling alleys, dance halls, theatres, bars, or restaurants. NA City Council Agenda: 2/14/2022 (c) Up to eighty (80) percent of the parking facilities required by Section 4.8 for a church or for an auditorium incidental to a public or parochial school may be supplied by off- street parking facilities provided by uses specified under (d) below as primarily daytime uses. NA (d) For the purpose of this section, the following uses are considered as primarily daytime uses: Banks, business offices, retail stores, personal service shops, household equipment or furniture shops, clothing or shoe repair or service shops, manufacturing, wholesale, and similar uses. (e) Conditions required for joint use: (i) The building or use for which application is being made to utilize the off- street parking facilities provided by another building or use shall be located within three hundred (300) feet of such parking facilities with the following exception: For theatres located in the Original Plat of Monticello, theatre parking provided by another use shall be located within five hundred (500) feet of said theatre. Staff Comment: 41 spaces in the "Schlenner-Wenner" parking lot are within 300 feet of Rustech's main entrance. (ii) The applicant shall show that there is no substantial conflict in the principal operating hours of the two (2) buildings or uses for which joint use of off-street parking facilities is proposed. Staff Comment: The applicant has provided hours of operation primarily weekend and weekday evening hours; along with typical business hours of operation of the off-site parking area which are weekday hours. No conflict is foreseen. (iii) A properly drawn legal instrument executed by the parties concerned for joint use of off-street parking facilities, duly approved as to form and manner of execution by the City Attorney, shall be filed with the City Administrator and recorded with the County Recorder, Wright County. Staff Comment: This document will be a condition of approval, requiring City review and approval to record with the Conditional Use Permit. The uses match the requirements of this ordinance. The proposed site providing the overflow "joint" parking is almost exclusively a day -use office facility. The applicant has provided operating hours of the current tenants to confirm consistency with the intent of this section. The lot area is more than adequate to meet the requirements of the applicant's need and is within the prescribed proximity per the Ordinance. City Council Agenda: 2/14/2022 The City Engineer and Chief Building Official recommended additional accessible stall space and configuration. As a condition of approval, the applicant will be required to meet accessibility standards. Staff believes the shared parking proposed by this application is directly within the intent of the Zoning Ordinance and the Downtown Monticello Small Area Plan, which envisions minimizing the number of areas required for vehicle parking, while ensuring that adequate space is available to promote business success through cross -parking arrangements. With the 2018 amendments to the zoning ordinance for the CCD adopted following the adoption of the Downtown Small Area Plan, Production Breweries w/Taprooms, as well as Brew Pubs, became permitted uses in throughout the CCD. Therefore, no amendment to the original CUP is required, as such uses are now permitted. However, the applicant will be required to verify that they meet all liquor license requirements including those outlined per the zoning ordinance standards. It is noted that there is a conflict between the introductory language for the use standards in Chapter 5.2 that will need to be addressed during recodification to match the allowances identified in the use table. I. Budget Impact: The applicant has submitted a fee and escrow to cover the expenses associated with the request. II. Staff Workload Impact: Limited to review and preparation of the staff reports III. Comprehensive Plan Impact: Per report. PLANNINGCOMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on January 5. They discussed the logistics of using the lot across the street, including Rustech customer notification of availability. It was noted that the lot is well lit, and the applicant provided information on customer notification. The Commission inquired as to whether additional cross easements could be applied for the same lot. Staff confirmed that this CUP would be tracked for that purpose and evaluation of future requests. During the public hearing, business owner Joe Hammer, Hammer's Hair Lounge at 144 West Broadway addressed the Commission. He expressed support for the cross easement noting it would take parking pressure off the public lot. No other public was present to address the Commission. The Commission recommended the Conditional Use Permit unanimously. STAFF RECOMMENDED ACTION Staff recommends approval (Alternative 1) of the Conditional Use Permit for joint parking as proposed by this application. The use, and the demands of the off-site parking location, meet City Council Agenda: 2/14/2022 the technical requirements and policy objectives of the zoning ordinance and the City's Comprehensive Plan. The Conditions in Exhibit Z (attached) related to final verification of the building layout and the controlling recordable documents. SUPPORTING DATA A. Resolution PC -2022-03 B. Aerial Site Image C. Applicant Narrative and Site Layout D. Hours of Operation Information Z. Conditions of Approval EXHIBIT Z Conditions of Approval Joint Parking for PIDS 155-010-032020 (Schlenner Wenner) and 155-010-035040 (Rustech) 1. Building Permit reviews verify layout and use of the expansion area to substantially meet that of the application. 2. Applicant verifies compliance with the requirements of the Brewery/Taproom limits for production and. 3. The applicant meets the accessible parking space requirements. 4. The applicant and the owner of the subject parking lot execute and record an acceptable instrument providing for the applicant's right to use the subject property for parking, and the terms thereof. 5. Other conditions recommended by Staff or Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2022-03 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR JOINT/SHARED PARKING FOR RUSTECH BREWERY AS FOLLOWS.- PARCEL OLLOWS:PARCEL ID 155-010-032020 (JOINT PARKING AREA) PARCEL ID 155-010-035040 (BUSINESS LOCATION) WHEREAS, Rustech Brewery has requested approval of an expansion of its existing brewery taproom facility, with parking to be supplied on a nearby commercial parcel; and WHEREAS, the joint parking site has adequate areas for parking to accommodate both existing and anticipated parking demand; and WHEREAS, the joint parking between the subject properties is required to facilitate adequate shared parking arrangements between the two uses; and WHEREAS, the joint parking facilitates joint and shared parking uses between the commercial uses in the development area; and WHEREAS, the joint parking meets the requirements of the City's zoning ordinance and the policies of the City's Comprehensive Plan for the downtown area in which it is located; and WHEREAS, the Planning Commission has reviewed the application for Conditional Use Permit pursuant to the regulations of the Monticello Zoning Ordinance; and WHEREAS, the Planning Commission held a public hearing on February 2, 2022 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 the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the CCD zoning district applying to the two parcels. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed shared parking meets the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. 5. The proposed joint parking is not anticipated to negatively impact surrounding commercial properties, and instead may encourage future commercial development in the downtown area. 6. Approval of the CUP for joint parking will not result in the need for additional road or utility infrastructure and should not otherwise negatively impact the health or safety of the community. 7. Parking will be adequate based on the available and future off-street parking on the subject properties, and enhanced by the shared parking allowances. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the proposed Conditional Use Permit be approved, subject to the conditions of Exhibit Z of the staff report, as follows: 1. Building Permit reviews verify layout and use of the expansion area to substantially meet that of the application. 2. Applicant verifies compliance with the requirements of the Brewery/Taproom limits for production and distribution (or a separate Conditional Use Permit for the use is sought). 3. The applicant and the owner of the subject parking lot execute and record an acceptable instrument providing for the applicant's right to use the subject property for parking, and the terms thereof. 4. Other conditions recommended by Staff or Planning Commission. ADOPTED this 2nd day of February, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION RIM ATTEST: Angela Schum Vo unity Development Director c J 1 • � � iiPP 1 Irl 1 . 1 Narrative for Parking RUSTECH BREWING COMPANY LLC 105 W 3rd ST Monticello MN 55362 PARKING 12-28-2021 Bill and Penny Burt Introduction This narrative is to serve as information related to conditional use permit application for cross - parking. Summary Rustech Brewing Company bring patrons a warm and inviting experience for the local residents, tourists, and visitors, while contributing to the economic growth of the Monticello Community. Rustech Brewing is in need of additional seating because we are turning customers away on the weekends because of insufficient seating. • Rustech Brewing Company is looking to use additional parking at Schlenner Wenner & Co parking lot at busy times. • Cory Ritter at Schlenner Wenner & Co has already agreed for us to use the parking lot since when we are open, they are all closed. The Application has been signed by Cory. • Our location is now 4000 SQ FT 40' by 100' (Previously was 2000 SQ FT, 40' by 50'). • We will move the additional handicap spot to the left if needed. • Operations include the manufacturing of malt liquor, daily operations, and direct sales through the taproom. Customer seating currently holds 49 customers. With the new taproom the seating will add additional 49 seats. Rustech Hours of Operation Monday: Closed Tuesday: 4:00pm - 9:00pm Wednesday: 4:00pm - 9:00pm Thursday: 4:00pm - 10:00pm Friday: 3:00pm - 10:00pm Page 1 1 Saturday: 12:OOpm - 10:OOpm Sunday: 12:OOam-6:OOpm Number of Employees • 2 full time employees and 14 part time employees. Rnthrnnmc- • (Existing) One Men's bathroom at the brewery with (1) Sink and (1) toilet. • (Existing) One Woman's bathroom at the brewery with (1) Sink and (1) toilet. • (NEW) One Universal bathroom at the expansion taproom with (1) Sink and (1) toilet. Number of parking stalls at Rustech Kustecn Aerial Image Page 1 2 U 1 2 3 4 5 6 7 0 0 11 total Rustech Parking spots. 7 - Parking places south side of building. 3 — three spots lost and paid into the parking fund. 4 - Spaces west of building. Under patio because of Covid Number of parking stalls at Schlenner Wenner & Co 57 total parking spots • Schlenner Wenner & Co — 5210 square feet — office • Foster White — 5056 square feet — office • AOMS — 2748 square feet — medical • Edward Jones — 1307 square feet - office ' Schlenner Wenner & Co. Aerial Image cmaim Mcityd Mef lallo Page 13 Existing Brewery No changes to exsisting brewery other than a (% wall hallway) to the new taproom. Sac Determination for the new side of Brewery Page 15 Brewery Office Taproom 1057 48 e<< Current Brewery <c«« >>> Expansion »»» Hallway #1 70 Hallway #2 110 Bathroom 70 dace — �e New L��1jjrea Bathroom 9859 F[ I� `�,+ •. • , Q 705q Ft �y Hallwaynl, (� 11 �O Sq Ft . Iff • �!M• *.** f*00 i ! ■�� wow Walk in Cooler .. ; MISS Brewhall low j IOS7 Sq Ft MGM i ® 1 0 �r maim If ■�. Manufacturing 22' by 23' wow wow I� 0 Sq Ft 506 Sq Ft M` M ■o■ ■ .■■ �•� � � Hallway rte 11a Sq Ft i, f - Page 15 Brewery Office Taproom 1057 48 Manufacturing 506 Hallway #1 70 Hallway #2 110 Bathroom 70 1813 48 RUSTECH BREWING COMPANY LLC 105 W 3rd ST Monticello MN 55362 CROSS BUSINESS PARKING HOURS 1-13-2022 Schlenner Wenner & Co — 5210 square feet — office Business Hours: Monday — Friday 8:00 AM — 6 PM Saturday 8:00 AM — 12:00 PM Sunday - Closed Foster White — 5056 square feet — office Business Hours: Monday — Friday 8:30 AM — 5 PM Saturday Closed Sunday - Closed AOMS — 2748 square feet — medical Business Hours: Monday — 7:30 AM — 5 PM Tuesday — 7:30 AM — 5 PM Wednesday — 7:30 AM — 5 PM Thursday — 7:30 AM — 5 PM Friday — 7:00 AM — 1 PM Saturday Closed Sunday - Closed Edward Jones — 1307 square feet — office Business Hours: Monday — Friday 8:00 AM — 4:30 PM Saturday Closed Sunday - Closed Rustech Brewing Company — 4000 square feet — Brewery Business Hours: Monday — Closed Tuesday — 4 PM — 9 PM Wednesday — 4 PM — 9 PM Thursday — 4 PM — 9 PM Friday — 3 PM — 9 PM Saturday 12 PM — 10 PM Sunday - 12 PM — 6 PM City Council Agenda: 02/14/2202 2Q. Consideration to adopt Ordinance No. 769 for adoption of the 2022 Official Zoning Map Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 2/14/2022 ® Consent Agenda Item Reviewed by: Approved by: Chief Building Official, Community & City Administrator Economic Development Coordinator — Shoreland Overlay District (correction to boundary) Motion to adopt Ordinance No. 769 approving the 2022 City of Monticello Official Zoning Map, including Shoreland/MWSRR/Floodplain companion map, based on the findings in Planning Commission Resolution PC -2022-04. REFERENCE AND BACKGROUND The proposed City of Monticello 2022 Official Zoning Map is prepared for adoption by the City Council. The proposed map reflects rezoning actions which have occurred since the adoption of the last official map in January 2021. The proposed map includes those rezoning amendments adopted in 2021, as follows: Ordinance 754 — Nuss Truck & Equipment PUD Ordinance 759 — Rezoning Haven Ridge 2nd Addition to R-1 Ordinance 760 — Nuss Truck & Equipment PUD Amendment Ordinance 761— Storage Link Monticello PUD Ordinance 763 — Stony Brook Village PUD Ordinance 764 — Shoreland Overlay District (correction to boundary) Ordinance 767 — Monticello Lakes PUD In adopting the Official Zoning Map, the Planning Commission also recommends adopting the Shoreland Overlay District/MWSRR/Floodplain Overlay District map, the boundaries for which are in accordance with requirements of both State Statute and the Zoning Ordinance. This map was recently corrected in October of 2021, with the ordinance number noted above. The map attached for adoption is the same as that adopted by the City with the corrective amendment in October 2021. I. Budget Impact: Limited to consultant time for map updates, estimated at $500. II. Staff Workload Impact: Staff researched 2021 rezoning actions for direction on map revisions and prepared the staff report. Total estimated staff time is 3 hours. City Council Agenda: 02/14/2202 III. Comprehensive Plan Impact: The rezoning actions taken over 2021 were each evaluated at the time of application for consistency with the Monticello 2040 Comprehensive Plan. STAFF RECOMMENDED ACTION City staff recommends adoption of the 2022 Official Zoning Map. The updated map is reflective of the map amendment actions taken by the City over the prior year. SUPPORTING DATA A. Ordinance 769, Draft — Adoption of Official Zoning Map B. Resolution PC -2022-04 C. 2022 Proposed Official Zoning Map D. 2022 Shoreland — MWSRR — Floodplain Map E. Ordinances for Rezoning, 2021 ORDINANCE NO. 769 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING AND ADOPTING THE 2021 OFFICIAL ZONING MAP FOR THE CITY OF MONTICELLO THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map amendments attached hereto and incorporated herein as Exhibit "A" are adopted as the Official Zoning Map under Title 10, Section 3.1 of the Zoning Ordinance for the City of Monticello. Section 2. This Ordinance shall take effect and be in full force from and after its passage and publication. Revisions will be made online after adoption by Council. Copies of the complete Zoning Ordinance are available online and at Monticello City Hall upon request. ADOPTED AND APPROVED FOR PUBLICATION BYthe Monticello City Council this 141h day of February, 2022 CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: ORDINANCE NO. 769 EXHIBIT "A" Following are the approved amendments to the Official Zoning Map Ordinance 754 and 760 — Lot 1, Block 1, plat of Nuss Truck and Equipment Ordinance 759 — Lot 1-20, Block 1; Lots 1-16; Block 2, Lots 1-11; Block 3, plat of Haven Ridge 2nd Addition Ordinance 761- Lot 1, Block 1, plat of Storage Link Monticello Ordinance 763 — Lots 1-29, Block 1, plat of Stony Brook Village Ordinance 764 - Shoreland Overlay District (correction to boundary) Ordinance 767 — Lot 1, Block 1, Monticello Eighth Addition - Monticello Lakes Planned Unit Development CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-04 RECOMMENDING THAT THE CITY COUNCIL ADOPT AN AMENDMENT TO THE ZONING MAP IN ITS ENTIRETY WHEREAS, the Zoning Map of the City of Monticello requires amendment; and WHEREAS, the proposed map accommodates and furthers the intentions and policies of the Comprehensive Plan; and WHEREAS, the proposed zoning is consistent with the intent of the City's Comprehensive land use plan; and WHEREAS, the Planning Commission of the City of Monticello finds that the proposed zoning map will be consistent with the intent of the proposed zoning districts; and WHEREAS, the Planning Commission has conducted a public hearing on February 2" d, 2022 to review the requests and receive public comment on the zoning map amendment; and WHEREAS, the Planning Commission finds that the proposed zoning map has met the requirements for adoption as found in the zoning ordinance and state law; NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota: The Planning Commission recommends that the City Council adopt the zoning map amendment to be identified as Ordinance No. 8 ADOPTED this 2nd day of February, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 0 y%v r O . mom....:. ORDINANCE NO. 754 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 "NUSS TRUCK AND EQUIPMENT INDUSTRIAL PUD", A ZONING DISTRICT IN THE CITY OF MONTICELLO, THE CITY COUNCIL OF THE CITY OFMONTICELLO HEREB Y ORDAINS. Section 1. Section 3.8 - Planned Unit Developments, Title 10 - Zoning Ordinance is hereby amended to read as follows: 3.8 (13) Nuss Truck and Equipment Industrial PUD (a) Purpose. The purpose of the Nuss Truck and Equipment PUD District is to provide for the development of certain real estate subject to the District for industrial land uses. (b) Permitted Uses. Permitted principal uses in the Nuss Truck and Equipment Industrial PUD District shall be machinery/truck repair and sales as found in Section 5.2 (F)(1 1) of the Monticello Zoning Ordinance, Section, subject to the approved Final Stage Development Plans dated January 25, 2021, and development agreement dated January 25, 2021 asmay be amended. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to industrial 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 Nuss Trucking Industrial 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 1-1, Industrial District 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 ORDINANCE NO. 754 project, including a zoning district amendment. 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 Nuss Truck and Equipment Industrial PUD, Planned Unit Development District: Lots 1, Block 1, Nuss Truck and Equipment Addition. Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 25th day of January, 2021. rz-4&4A- Lloyd Hilgart, Mayor ATTEST: e fifer Sc eiber ity Clerk AYES: Davidson, Gabler, Hilgart, and Murdoff NAYS: 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 -O, 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 26th day of April, 2021. ORDINANCE NO. 759 ATTEST: r Je nifer Schreiber, City Clerk AYES: Davidson, Gabler, Hilgart, Hudgins, and Murdoff NAYS: None. ORDINANCE NO. 760 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE,KNOWN AS THE ZONING ORDINANCE, NUSS TRUCK & EQUIPMENT PUD,PLANNED UNIT DEVELOPMENT: 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 by adding the following: 1.8 (13) Nuss Trucking Industrial PUD (a) Permitted Uses. Permitted principal uses in the Nuss Trucking Industrial PUD District shall be machinery/truck repair and sales as found in Section 5.2 (F)(11) of the Monticello Zoning Ordinance, Section, subject to the approved Final Stage Development Plans datedApril 19th, 2021, the amended landscaping plan dated1. 2021, and development agreement dated January 25th, 20211 as may be amended. 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 intendedeffect 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 4. This Ordinance shall take effect and be in full force from and after its passageand publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map areavailable online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 101h day of May, 2021. ORDINANCE NO. 760 ATTEST: L'1��1v►�I��lkFaMill AYES: NAYS: ORDINANCE NO. 761 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 NO. 761 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. 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 S. 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 10th day of May, 2021. r'z 'h 14'xt Lloyd Hilgart, ayor ATTEST: Y Je nif4SJreibe"-r/, City Clerk AYES: Davidson, Gabler, Hilgart, Hudgins, and Murdoff NAYS: None. 2 ORDINANCE NO. 763 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY AMENDING THE TEXT AND ZONING MAP, ESTABLISHING THE STONY BROOK VILLAGE PUD DISTRICT, AND REZONING THE FOLLOWING PROPERTY FROM R-2, SINGLE AND TWO-FAMILY RESIDENTIAL DISTRICT TO STONY BROOK VILLAGE PLANNED UNIT DEVELOPMENT DISTRICT: BLOCK 1, LOTS 1-29, STONY BROOK VILLAGE THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 3.8, Planned Unit Development Districts, of the Zoning Ordinance of the City of Monticello is hereby amended to add the following: (13) Stony Brook Village PUD District (a) Purpose. The purpose of the Stony Brook PUD District is to provide for the development of certain real estate subject to the District for two-family residential land uses. (b) Permitted Uses. Permitted principal uses in the Stony Brook PUD District shall be two-family residential uses as found in the R-2 Single and Two -Family Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated August 23rd, 2021, and development agreement dated August 23rd, 2021, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential 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 Stony Brook 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 R-2, Single and Two -Family Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, exterior building materials or colors, lot coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning ORDINANCE NO. 763 Ordinance, Section 2.4 (13)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from A-0, Agricultural Open Space to R-1, Single Family Residence District: PID NUMBERS: 155-500-101402 Lots to be plated as BLOCK 1, LOTS 1-29, STONY BROOK VILLAGE 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 13th day of September, 2021. Lloyd art, a or ATTEST: )t�m� v(viya", nifer Sc eiber, City Clerk AYES: Davidson, Hilgart, Hudgins, and Murdoff NAYS: None. Absent: Gabler 2 ORDINANCE NO. 764 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING AND CORRECTING THE OFFICIAL ZONING MAP FOR FLOODPLAIN, SHORELAND, AND MISSISSIPPI WILD SCENIC AND RECREATIONAL RIVER OVERLAY DISTRICT FOR THE CITY OF MONTICELLO THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The corrective zoning map amendments to the Shoreland Overlay District attached hereto and incorporated herein as Exhibit "A" are adopted with the Official Zoning Map under Title 10, Section 3.1 of the Zoning Ordinance for the City of Monticello. Section 2. This Ordinance shall take effect and be in full force from and after its passage and publication. Revisions will be made online after adoption by Council. Copies of the complete Zoning Ordinance are available online and at Monticello City Hall upon request. ADOPTED AND APPROVED FOR PUBLICATION BY the Monticello City Council this 25th day of October, 2021. CITY OF MONTICELLO MAMMON, Who-■/IVA • • ATTEST: r] ia�� - kr� yly nnifer Schreiber, City Clerk VOTING IN FAVOR: Davidson, Gabler, Fair, Hilgart, and Murdoff VOTING IN OPPOSITION: None. ORDINANCE NO. 764 EXHIBIT "A" Corrective amendment to the boundaries of the Shoreland Overlay District within the City of Monticello. ORDINANCE NO. 767 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY AMENDING THE TEXT AND ZONING MAP, ESTABLISHING THE MONTICELLO LAKES PUD DISTRICT, AND REZONING THE FOLLOWING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT TO PUD, MONTICELLO LAKES PLANNED UNIT DEVELOPMENT DISTRICT: LOT 1, BLOCK 1, MONTICELLO BUSINESS CENTER 8T" ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 3.8, Planned Unit Development Districts, of the Zoning Ordinance of the City of Monticello is hereby amended to add the following: (15) Monticello Lakes PUD District (a) Purpose. The purpose of the Monticello Lakes PUD District is to provide for the development of certain real estate subject to the District for multiple -family residential land uses. (b) Permitted Uses. Permitted principal uses in the Monticello Lakes PUD District shall be a maximum of 200 units of multiple -family residential uses as found in the R-4 Medium and High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , 2021, and development agreement dated , 2021, as may be amended. The introduction of any other use or change in density shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses as listed in the R-4 District, 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 Monticello Lakes 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 R-4, Medium and High Density Multiple -Family Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, ORDINANCE NO. 767 density, site plan, development layout, building size, mass, exterior building materials or colors, lot 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 (13)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-4, Regional Business District to PUD, Monticello Lakes PUD District: Lot 1, Block 1, Monticello Business Center 8th 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 13th day of December, 2021. Lloyd Hilgart, Ma or ATTEST: u� Jinnifer §chr, r, City Clerk AYES: Davidson, Fair, Gabler, Hilgart, and Murdoff NAYS: None 2 City Council Agenda: 02/14/2022 2R. Consideration of authorizing the purchase of a used 2017 Elgin Pelican Street Sweeper for a cost of $150,000 and declaring the 1996 Elgin Pelican Street Sweeper as surplus Prepared by: Meeting Date: ❑ Regular Agenda Item Street Superintendent p 2/14/22 ❑D Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to authorize the purchase of a 2017 Elgin Pelican Street Sweeper from McQueen Equipment for $150,000 and declare the 1996 Elgin Pelican Street Sweeper as surplus. REFERENCE AND BACKGROUND The City Council is asked to authorize the purchase of a used 2017 Elgin Pelican Street Sweeper. This street sweeper will replace the 1996 Elgin Pelican Street Sweeper, proposed to be declared as surplus and sold at public auction. At 26 years old with 6,100 hours, the 1996 Elgin sweeper is nearing the end of its useful life. Given the high cost of a brand-new sweeper, estimated at $230,000-$250,000, staff is proposing replacing the sweeper with a used one. After requesting and receiving three quotes, staff determined McQueen Equipment was the best option for this equipment purchase. The street sweeper is planned to be used for daily routine street maintenance necessary for vehicle and pedestrian safety, water quality and environmental concerns in the summer months. Additional fees for license and registration will be paid directly to the Monticello DMV upon completion of the paperwork after the sale. Budget Impact: The 2022 budget includes $187,000 for the replacement of this sweeper. This is proposed to be funded from the Stormwater/Drainage fund. II. Staff Workload Impact: Improve efficiencies with time, vehicle failure and safety. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends purchasing the used 2017 Pelican Elgin Street Sweeper for $150,000 and declaring the 1996 Elgin Pelican Street Sweeper as surplus. SUPPORTING DATA A. Verbal Written Quotes for street sweeper B. McQueen Equipment Quote X00. °nC,&-N CITY OF MONTICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/ services costing at least $1,000 but less than $2,500.. Minimum 3 written quotes required for items/services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name ►� -� c,ti �n �, Dept: rrj. �e �- Phone- �! 6 3 f 3 �7 7 Signature of Person Obtaining Quotes: ' w Item/ Service Requested: Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/ comments. # Date Vendor Name Contact Person Phone Number Total $$ Amount oted 1 3'wn Xa LnvCrunr�tn� �r�� ChrjS ur�ctis� �t;�s� X4'3 —47t�u i16�.t�; �tct in - �t�� k :�,�, c2ce�5 2 ,1C`3'r,�'h. �� �l �"�Pri+�.�- ��.in. �.5�•i� �,��`f'��e�%"-It31� {not✓ A0 tip tfu��V�� Sitt��tn� 3 r4:.t.WL00 4 5 Selected Vendor: tqu—Qze-e+� If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section): Notes/comments, �lE 5k,'Ppiwc� rune cr M+�� =( �titi� �crn (c�ott , i Sk i Mi -tS t �,9'�,2 •S� �, b� s0 ti S1A morn. ts_ke— 0elt o MX f 3 � s be �t� eui~ h4tJ. lue 6 -ipp '1:,. ►�recctiiitcy��J-Sri-c �C►¢� ir-e �e �r�.1 w IZ-C-.ilf ,sed C&WyXn� 1-6- W&MCI � �, r tir Approval Acknowledgement: Date: Attach this forma and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Sunnmry Sheet 10/27/2015 �MQ �QMEEhI ENT0>ME. M C4UEEh1 Ship To: Monticello 2017 Pelican NP 1.18.22 Invoice To: CITY OF MONTICELLO Attn: Accounts Payable 505 Walnut Street, Suite 1 Monticello MN 55362 MacQueen Equipment 1125 7th Street E St Paul, MN 55106 651-645-5726 • 800-832-6417 Branch 01 - ST PAUL MN Date Time Page 01/18/2022 19:43:00 (0) 1 Account No Phone No Est No 00 MONTIO03 7632952711 Q02427 Ship Via Purchase Order Tax ID No Salesperson AARON WINDSETH 171 EQUIPMENT ESTIMATE - NOT AN INVOICE Description ** Q U O T E ** EXPIRY DATE: 02/28/2022 Amount USED 2017 ELGIN PELICAN NP DUAL GUTTER BROOM 150000.00 * 3,275 HOURS/14,549 MILES * TO INCLUDE THE FOLLOWING'OPTIONS: * 99HP JOHN DEERE T3 ENGINE (NO DEF) DUAL GUTTER BROOM CLEAR SIDE MARKER LIGHTS 25' FILL HOSE LEFT HAND BROOM TILT W/INDICATOR RIGHT HAND BROOM TILT W/INDICATOR BACKUP CAMERA SIDE BROOM LED LIGHTS FRONT LED LIGHTS WITH BAR 2 REAR FLOOD LIGHTS RIGHT HAND LIMB GUARD/LEFT HAND LIMB GUARD HEATED MOTORIZED MIRRORS QUICK RELEASE SIDE PANELS FOR CLEANING MAIN BROOM RADIO * MACQUEEN TO MAKE MECHANICAL REPAIRS PER INSPECTION AND ELGIN MAINTENANCE RECOMMENDATIONS BASED ON CURRENT HOURS. 6 MONTH WARRANTY ON WORK DONE AND PARTS REPLACED WITH OEM ELGIN PARTS. Authorization: Subtotal: 150000.00 Quote Total: 150000.00 VisitUsOnline www. macqueengroup. com 4 I e t 9 W City Council Agenda: 02/14/22 2S. Consideration of approving a contract with Rolstad Construction Company for the extraction of materials Prepared by: Meeting Date: ❑ Regular Agenda Item City Engineer/Public Works Director 2/14/22 ® Consent Agenda Item Reviewed by: Approved by: Community Development Director City Administrator ACTION REQUESTED Motion to approve a contract with Rolstad Construction Company for the extraction of materials on the properties as legally described within the agreements. REFERENCE AND BACKGROUND In September 2021, the City Council approved The Pointes at Cedar Small Area Plan. The idea for a re -envisioned mix of commercial, residential, and park space within the centrally located 100+ acre area necessitated a general vision to guide planning and decision-making in the area. A central piece of this developing plan is the construction of a central stormwater facility. The initial grading plan associated with the Small Area Plan indicated that approximately 300,000 cubic yards of material needs to be hauled off-site, and the preliminary grading plan for the project continues to estimate nearly 300,000 cubic yards will needed to be exported for this project. To reduce removal costs, opportunities have been explored for allowing contractors to extract materials at no cost to the City. Rolstad Construction Company indicated they are interested in approximately 30,000 cubic yards of material to be used on the Deephaven 3 plat area on the north side of The Pointes at Cedar project area. It is estimated that 7,000 cubic yards of material would be initially utilized for a proposed building pad and the remaining 23,000 cubic yards would be stockpiled on an outlot of the Deephaven Plat for use at the time of development of those properties. The draft construction agreement indicates that Rolstad Construction must remove the 30,000 cubic yards of material by April 15, 2022. To keep the project area safe, the contractor must keep all slopes no steeper than a 3:1 during non -working hours. This work will not require an amendment to the current Interim Use Permit in place, as the proposed work is internal to The Pointes site and includes no off-site hauling. I. Budget Impact: No budget impact is anticipated from these agreements. II. Staff Workload Impact: City engineering and community development staff will be involved in managing the excavation of material on this site. City Council Agenda: 02/14/22 III. Comprehensive Plan Impact: The completion of The Pointes Small Area Plan is consistent with the Monticello 2040 Vision + Plan as identified in the Commercial/Residential Flex District planning. The Pointes is also specifically identified as a future Community Park in the Parks chapter of the Plan. STAFF RECOMMENDED ACTION City staff recommends approval of the contract with Rolstad Construction Company. SUPPORTING DATA • Draft Stormwater Facilities Construction Agreement STORMWATER FACILITIES CONSTRUCTION AGREEMENT THIS AGREEMENT is made and entered into as of the day of , 2022, by and between ROLSTAD CONSTRUCTION CO., a Minnesota corporation (the "Contractor") and the CITY OF MONTICELLO, a Minnesota municipal corporation (the "City"). RECITALS A. The real property located in Wright County, Minnesota legally described in Exhibit A attached hereto ("Property") is owned by the City of Monticello ("Owner") and is used for crop production; and B. The City, and the Contractor agree that the health, safety, and welfare of the residents of the City of Monticello, Minnesota, require that on-site stormwater pond ("Stormwater Facilities") be constructed and maintained on the Property; and C. The City requires that the Stormwater Facilities as shown on the draft and final plans ("Plans") be constructed on the Subject Property ("Project"); and NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Construction of Stormwater Facilities. Contractor shall perform grading of the excavated areas to meet final grading in accordance with the City's approved plans. Topsoil must be stockpiled, seeded, and stabilized as approved by the City. The contractor shall meet all requirements as identified in the interim use permit as approved by the City Council. This agreement is for the removal of approximately 30,000 cubic yards of aggregate/sand material and restoration and grading withing the Easement Area in accordance with the draft grading plan. The Contractor must coordinate with other contractors performing site grading on adjacent parcels. Also, a grading permit shall be acquired for the site where the material is being placed. 2. Term of Agreement and Payment. The Contractor must complete the work by April 15, 2022. There shall be no cost to the City for this Project. 3. Project Area. The Contractor must operate only within the area shown on Exhibit A. Contractor is responsible for staying within the City's property and stay at least 20 feet from property line. 4. Completion of the Project. Any removed topsoil or boulders must be stockpiled at a location on-site as approved by the City. Any waste material, rubbish or other materials left by the Contractor upon public property, or the subject Property may be removed by the City and the cost charged to the Contractor. 217569v1 5. Permits. The Contractor shall secure and pay for all permits, governmental fees, licenses, and inspections necessary for the proper execution and completion of the Project. Such permits and legal obligations include, but are not limited to: A. Contractor must submit a Stormwater Pollution Prevention Plan along with a National Pollutant Discharge Elimination System ("NPDES") permit and complete the required monitoring and repairs per the permit requirements. B. Contractor must stabilize the site following the removal of the top soil and aggregate material as required per the NPDES permit. 6. Site Safety. Contractor must abide by relevant legal safety requirements and best safety practices during the course of the Project. Additionally, during non -working hours, the Contractor must keep the excavation area at less than 3:1 slope. 7. Labor, Materials, Sales Tax. and Employees. Unless otherwise specifically noted, the Contractor shall provide and pay for all labor, materials, materials sales tax, equipment, tools, construction equipment and machinery, and other facilities and services necessary for the proper execution and completion of the Project. 8. Indemnification. This Agreement imposes no liability of any kind whatsoever on the City. The Contractor hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys' fees) arising out of or resulting from the Contractor or the Contractor's agents or employee's negligent or intentional acts, or any violation of any safety law, regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Contractor to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Contractor shall indemnify and hold harmless the City, its employees, agents and representatives for its own negligent acts in the performance of the Contractor's required work under this Agreement, but this indemnification shall not extend to intentional or grossly negligent acts. 9. Insurance. Contractor shall secure and maintain insurance for not less than the following amounts: Bodily Injury General & Automobile General & Automobile Property Damage General & Automobile General $2,000,000 Each Person $2,000,000 Each Occurrence $2,000,000 Each Occurrence $2,000,000 Aggregate The City shall be named as an additional insured on the policy. 2 217569v] 10. Security. The Contractor shall provide a letter of credit or bond which shall be in the amount of 100% of the costs to restore any and all disturbed areas, including the Subject Property and any property covered by the amendments noted herein. The Contractor shall be responsible for prompt repair of any roadway or other public improvements damaged by the operations. 11. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: To the Contractor: Rolstad Construction Company 1855 20th St SE Buffalo MN 55313-4812 To the City: City of Monticello Attn: City Administrator 505 Walnut Street, #1 Monticello, MN 55362 or to such other party at such other address as such party, by ten (10) days prior written notice given as provided, shall designate. All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 12 Whole Agreement. The contract documents, as described in the executed contract, form the contract. The contract represents the entire and integrated agreement between the parties and supersedes all prior negotiations and agreements, either written or oral. 13. Controlling Law. This Agreement is to be governed by the laws of the State of Minnesota. The parties agree that the venue of any legal action arising under the agreement shall be Wright County, Minnesota. 14. Assignability. This agreement shall not be assignable by either party without the written consent of the non -assigning party. 3 217569v1 CONTRACTOR: ROLSTAD CONSTRUCTION CO. By: Its STATE OF MINNESOTA_ ) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2022, by , the of ROLSTAD CONSTRUCTION CO., a Minnesota limited liability company, on behalf of said entity. Notary Public 4 217569v1 CITY OF MONTICELLO By: Lloyd Hilgart, Mayor (SEAL) And: STATE OF MINNESOTA ) )ss. COUNTY OF WRIGHT ) Jennifer Schreiber, City Clerk The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Jennifer Schreiber, the Mayor and City Clerk of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 LCMK 5 217569v1 EXHIBIT A Legal Description Of The Property A portion of Outlot A of the Cedar Street Addition Plat in Section 14, Township 121 Range 25 as shown in Exhibit B. 217569v1 w WAS CHELSEA r�r1 ROAD / -- - WE - - 6 �1..■l..r Fpy nn �i y.. - - -tsar k PROP FF 966.0 966.0 ' 1 a _ - -- � ■yam ' s'�, : � j i.�►w // - 1 ice,'' � I FN ".*� �1 -• • • 6. 01 a �� X41' I / - a. IL11��L��a �r a• i PROPFF 64.10± less PROP FF: 63.30± C• ►Q '� M PROPFFI . 64.30+- 63.80±! { — • V V --.■ rip I � ,S � ^�• l x = �� II ��k;X9ul7e1:. _�a, __ �_ r rn � F� � r � .r vim'^' � , • ` /..;,1 � _ � 00 �1-11-0101 EXIST FF 64.9 •' 1 � I EXIST FF 63 EXIST FF 63.3 INAII WE 67.04± PROPFF 65.70 4, � - it +: _ ..r - - ■ � I r..+•rte.. • • • 1 „ �,; • � 0 � �s-so � _ • � � • � / �� � e..:...._ per• .�+�V" � �� ! am i tk w ►� 1► 1I 1e ® �I ■■ --•- FF, --•- FF�I ,. 1 �� - � s� � ��• IIS • I ; _ . . 58.53± r - �� ► 966 :PROP FF ti` ti '�`` � • •,,. i � PROP FF 65.87±i } 65.79± ti �'• � I - 64.11± PROP FF � ; i 66.23± s EXIST FF 64.0 PROP FF • PR + _ i �! OP FF__ . - 66.76± 96 , PROP FF 61.43± i -- I _ . 66.41± Cp �1 PROP FF PROP FF ` / ` • C 65.77± ; 67.44± 1111111 .. ` E 963 TC ,�--- --.� PROP FF / 65.11± ,,PROP FF ; 61.88 ti j X63 1 f 66.45± `11 .._ j964 / {� PROP FF ----- , 67.40± t �/ PROP FF c. ;-►. ` 62.48± : TC PROP 6 65.28± 6.60 PROP FFA y `�,. 60.881 4 N�sC� 61.37± OD TC - I 62.72 V - Cut/Fill Summary r Name Cut Factor Fill Factor 2d Area Cut Fill Net EG -FG VOLM 1.00 1.00 3530247.15 Sq. Ft. 432306.91 Cu. Yd. 64610.47 Cu. Yd. 367696.44 Cu. Yd.<Cut> Totals 3530247.15 Sq. Ft. 432306.91 Cu. Yd. 64610.47 Cu. Yd. 367696.44 Cu. Yd.<Cut> WSb SCALE: N.T.S. DATE: 09/02/2021 CHELSEA COMMONS GRADING EXHIBIT City Council Agenda: 2/14/2022 2T. Consideration of adopting Resolution 2022-12 approving plans and specifications and authorizing the advertisement of bids for the 2022 Street Improvements Proiect Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 2/14/2022 ® Consent Agenda Item Reviewed by: Approved by: Project Engineer, Finance Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-12 approving plans and specifications and authorizing the advertisement for bids for the 2022 Street Improvement Project. Adoption as presented is contingent on approval of item 3A ordering the 2022 Sidewalk Improvement Project. PREVIOUS COUNCIL ACTION • July 12, 2021— City Council authorized the preparation of a Feasibility Report for the 2022 Street Improvements project and for the approval of a contract with Hakanson Anderson to provide engineering services. • November 8, 2021— City Council accepted the Feasibility Report for the 2022 Street Improvements Project and set a public hearing date for December 13, 2021. • December 13, 2021— City Council held a public hearing and authorized ordering improvements for the 2022 Street Improvements Project. • December 13, 2021— City Council authorized the preparation of a Feasibility Report for the 2022 Sidewalk Improvements and amended the contract with Hakanson Anderson to provide engineering services for this work. • January 10, 2021— City Council accepted the Feasibility Report for the 2022 Sidewalk Improvements Project and set a public hearing date for February 14, 2022. REFERENCE AND BACKGROUND The City Council ordered the improvements for the 2022 Street Improvements Project which includes improvements for the following roadways: • Badger Street North • Bakken Street • Fox Street • Bear Avenue • Deer Street • Troy Marquette Drive City Council Agenda: 2/14/2022 • Troy Marquette Lane • Wildwood Way • Briar Oaks Boulevard • Hawthorne Place • Endicott Trail • Briar Court • Shady Oak Circle • Eastwood Circle • Eastwood Lane • Broadway Street • Hart Boulevard Property owner meetings were held on November 16. The project will consist of an edge mill and asphalt overlay. Sections of curb and gutter replacement and utility improvements will be made as needed throughout the project areas. Per the City's assessment policy, residential properties are assessed 50% for overlays and applied per residential unit, and commercial properties are charged per a front footage calculation included in the assessment policy. The proposed assessment for single-family residential properties is estimated to be $1,907.16, which will be adjusted based on actual construction costs. The Feasibility Report concluded that the proposed improvements are necessary, cost-effective, and feasible and will benefit the properties that are proposed to be accessed per Minnesota Statutes section 429.021 and 459.14, subd 7 and the City's Assessment Policy. To receive the best bid prices, staff is recommending that the 2022 Sidewalk Improvement Project be constructed along with the 2022 Street Improvement Project. The proposed sidewalk improvements include addition of a sidewalk in front of 520 Chelsea Road, completing a connection from the Monticello High School driveway entrance westerly to County State Highway 39. The project is also proposed to address a Cargill request to replace sections of sidewalk that have become tripping hazards as well as a section along 318 4t" Street West. The final area proposed to be included in this project is the section on Washington Street over the railroad tracks. The Feasibility Report concluded that these proposed improvements are also necessary, cost- effective and feasible, and will benefit the properties that are proposed to be assessed per Minnesota Statutes section 429.021 and 459.14, subd 7 and the City's Assessment Policy. The project is proposed to have a bid opening date in March 2022 with construction beginning in May/June 2022 and substantial completion in September/October 2022. City Council Agenda: 2/14/2022 Budget Impact: The project is to be funded from the Capital Projects Fund and $1,500,000 is included in the 2022 budget. The estimated project cost including engineering is $1,421,215, and $622,049 is proposed to be assessed as shown in the feasibility reports. II. Staff Workload Impact: Extensive staff time will be spent reviewing the project submittals. III. Comprehensive Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the resolution ordering the improvements and authorizing the preparation of plans and specs. SUPPORTING DATA A. Resolution 2022-12 B. Project Plans and Specifications CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-12 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE 2022 STREET IMPROVEMENTS PROJECT, CITY PROJECT NO. 22CO01 WHEREAS, pursuant to resolution approved by the City Council on January 10, 2022, the City Engineer has prepared plans and specifications for the 2022 Street Improvements Project, City Project No. 22CO01 which include the milling and/or removal of existing pavement and overlaying of new pavement; curb and gutter replacements; storm sewer and drainage improvements; pedestrian improvements; traffic control; signage; and other necessary appurtenant work in the following areas of the City as detailed in the Feasibility Report: • Badger Street North • Bakken Street • Fox Street • Bear Avenue • Deer Street • Troy Marquette Drive • Troy Marquette Lane • Wildwood Way • Briar Oaks Boulevard • Hawthorne Place • Endicott Trail • Briar Court • Shady Oak Circle • Eastwood Circle • Eastwood Lane • Broadway Street • Hart Boulevard WHEREAS, the City Engineer has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: 1. Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. The designated authority shall prepare and cause to be inserted in the official paper and in a recognized industry trade journal an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City's legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed as set forth in the instructions to bidders in compliance with the requirements of electronic bidding and bid security. ADOPTED BYthe Monticello City Council this 14th day of February, 2022. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CITY OF MONTICELLO Civil Engineers and Land Surveyors 3601Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." 1� 800 0 800 1600 SCALE IN FEET v WRIGHT COUNTY, MINNESOTA GOVERNING SPECIFICATIONS THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE 2018 EDITION OF THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA "STANDARD SPECIFICATIONS" SHALL APPLY. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT. 41-46 MNDOT PEDESTRIAN CURB RAMP DETAILS 47-50 MNDOT DRIVEWAY AND SIDEWALK DETAILS X1—X2 CROSS SECTIONS — SIDEWALK CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. CRAIG J. OCIIUM, P.E. HAKANSON ANDERSON DESIGN ENGINEER APPROVED MATT LEONARD CITY ENGINEER DATE I REVISION 23461 DATE 2/5/22 LIC. N0. DATE 2/5/22 SHEET 1 OF 50 SHEETS SHEET INDEX THIS PLAN CONTAINS 52 SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 ESTIMATED QUANTITIES AND SCHEDULES 3 CONSTRUCTION NOTES AND PROJECT LEGEND 4-5 DETAILS 6-8 GENERAL LAYOUT 9-28 STREET CONSTRUCTION PLANS 29 PAVEMENT MARKING NOTES AND KEY 30 STRIPING PLAN — EAST BROADWAY 31-35 SIDEWALK CONSTRUCTION PLANS 36-39 PEDESTRIAN RAMP CONSTRUCTION PLANS 40 TRAFFIC CONTROL 41-46 MNDOT PEDESTRIAN CURB RAMP DETAILS 47-50 MNDOT DRIVEWAY AND SIDEWALK DETAILS X1—X2 CROSS SECTIONS — SIDEWALK CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. CRAIG J. OCIIUM, P.E. HAKANSON ANDERSON DESIGN ENGINEER APPROVED MATT LEONARD CITY ENGINEER DATE I REVISION 23461 DATE 2/5/22 LIC. N0. DATE 2/5/22 SHEET 1 OF 50 SHEETS Item No. Spec. No. Description Unit Total Quantities North Residential Street Area Star Oaks Hawthorne Hawthome Boulevard Place Norm Place South Estimated Estimated Estimated Quantity Quantity Quantity Endicotr Trail Estimated Qua rally Briar Court Shady Oak Circle Estimated Estimated Quantity Quantity Eastwood Circle Estimated quantity Eastwood Lane Estimated Quantity South Residential Badger Streef/Cim Estimated Quantity Street Area HYDRAULIC BONDED FIBER MATRIX 31500 Ibs/acre TYPE 3, SLOW RELEASE FERTILIZER (22-5-10) 400 lbs/acre Hart Boulevard Street Improvement Area Sidewalk Construction Areas Bakken Fox street Deer Street Bear Trop Marquette Wildwood Wildwood Troy Marquette Wildwood EastBroadway HartBoulevard HartBoulevard Area 1 Area 2 Area 3 4th S&eeUWalnut Washington Street Avenue Drive Way Court Lane Boulevard Street West Segment East Segment 4th Street Street Street Area 4 Chelseale Road Estimated Estimated Estimated Estimated Estimated Esfimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Quantity quantity Quantity Quantity Quantity Quantity Qua mity Quantity quantity Quantity Quantity Quanfity Quantity Quantity Quantity Estimated Quantity 1 2021.501 M0131LIZA11ON LUMPSUM 1 0.10 002 0.02 0.02 001 0.02 0.04 0.07 0.03 0.07 002 0.03 0.04 0.11 0.10 0.02 0.04 0.02 0.09 0.05 0.02 001 0.02 (101 0.02 2 2104.502 SALVAGE CASTING EACH 14 2 1 4 3 1 1 2 3 2104-503 SAWING CONCRETE CURB AND GUTTER LIN FT 332 32 8 8 4 4 8 32 16 16 8 12 20 28 40 4 32 12 8 4 4 20 8 4 4 2104.503 SAWING CONCRETE PAVEMENT -FULL DEPTH LIN FT 205 8 10 5 15 5 10 4 143 5 5 2104.503 SAWING BITUMINOUS PAVEMENT -FULL DEPTH LIN FT 171 8 8 8 16 41 8 9 6 18 8 20 21 6 2104.503 REMOVE CURB AND GUTTER LIN FT 1,460 112 25 70 12 18 28 197 42 44 12 54 72 110 107 107 149 61 50 22 38 68 39 23 7 2104.518 REMOVE CONCRETE PAVEMENT SQ FT 2212 122 180 105 156 127 117 183 99 968 155 8 2104.518 REMOVE BITUMINOUS PAVEMENT SQ FT 1,196 43 33 34 158 152 98 46 53 70 102 283 124 9 2104.601 RELOCATE RAILROAD SIGN LUMP SUM 1 1 10 2104.604 SALVAGE AND REPLACE LANDSCAPING EACH 6 2 1 2 1 11 2106.507 COMMON EMBANKMENT(CV) CU YD 132 28 34 70 12 2106.609 SALVAGE TOPSOIL (EV) CU YD 65 32 8 25 13 2106.609 HAULAND DISPOSE OF EXCAVATED MATERIAL(LV) CU YD 150 34 40 76 14 2211.509 AGGREGATE BASE CLASS 5 TON 359 4 3 3 14 12 9 14 8 21 14 16 17 15 30 50 39 91 15 2118.509 AGGREGATE SU RFACING CLASS 2 TON 35 35 16 1 2232.504 IMILL BITUMINOUS SURFACE - SPECIAL SQ YD 25,021 2942 467 1 506 432 1 712 374 1 1,433 1,626 955 1928 744 671 1267 2473 2586 323 1000 456 2652 1322 642 17 2232.504 MILL BITUMINOUS SURFACE (3r') SQ YD 1,415 172 33 34 30 19 27 75 93 55 106 41 31 65 132 138 23 52 20 152 78 39 18 2357.506 BITUMINOUS MATERIAL FORTACK COAT GALLONS 4,942 603 114 120 106 65 94 263 323 191 369 143 109 226 462 483 81 181 68 534 273 134 19 2360.509 TYPE SP 4.75 BITUMINOUS MIXTURE FOR TIGHT BLADE LEVELING TON 196 24 4 5 4 3 4 10 13 8 15 6 4 9 18 19 3 7 3 1 21 11 5 20 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 6,818 782 148 156 138 84 122 341 419 1 248 479 186 1 142 294 1 598 626 105 234 89 922 1 473 232 21 2360.509 TYPE SP 125 BITUMINOUS FOR PATCHING TON 257 31 6 6 5 3 5 14 17 10 19 7 6 12 24 25 4 9 4 28 14 7 22 2433.603 SAW AND SEAL JOINT LIN FT 1,098 188 16 54 52 10 12 56 52 54 70 30 52 72 116 116 16 52 10 40 20 10 23 2504.602 SALVAGE AND INSTALL SPRINKLER HEAD EACH 129 11 3 7 1 2 3 20 4 4 1 5 7 11 11 11 15 6 5 2 24 1 2504.602 IADJUST GATE VALVE EACH 60 7 1 1 1 1 1 2 3 13 3 2 2 9 7 1 1 3 3 1 2 25 2506.502 ADJUST FRAME AND RING CASTING (STORM) EACH 62 10 1 2 2 5 2 6 1 1 2 17 10 3 1 26 2506.502 ADJUST FRAME AND RING CASTING (SANITARY) EACH 91 11 2 2 2 1 2 5 7 2 12 3 2 4 13 12 1 3 1 4 2 27 2506.602 GROUT CATCHBASIN OR MANHOLE(STORM) EACH 142 24 2 1 1 1 3 3 11 4 12 5 3 6 24 18 4 2 1 10 7 28 2506.602 GROUT MANHOLE (SANITARY) EACH 82 9 1 2 2 1 2 2 4 2 12 3 2 4 13 12 1 3 1 4 2 29 2531.503 CONCRETE CURB & GUTTER LIN FT 1,460 112 25 70 12 18 28 197 42 44 12 54 72 110 107 107 149 61 50 22 38 68 39 23 30 2521.518 4" CONCRETE WALK SQFT 4,447 1 64 40 20 21 27 654 762 765 2094 31 2521.518 6' CONCRETE WALK SQ FT 1,786 45 34 36 164 135 69 140 79 247 162 176 191 163 41 104 32 1 2521.518 Br' CONCRETE WALK SQ FT 2048 45 3436 1 164 135 69 140 79 247 162 176 191 1 163 283 124 33 2531.618 TRUNCATED DOMES SQ FT 338 16 16 16 32 40 16 20 10 36 30 26 36 24 10 10 34 2563.601 TRAFFIC CONTROL LUMPSUM 1 0.10 0.02 0.02 0.02 0.01 0.02 0.04 0.07 0.03 0.07 0.02 0.03 0.04 0.11 0.10 0.02 0.04 0.02 0.09 0.05 0.02 0.01 0.02 0.01 0.02 35 2573.502 STORM DRAIN INLET PROTECTION EACH 9 2 3 1 3 36 2573.503 SILT FENCE; TYPE MS LIN FT 625 150 130 345 37 2573.503 SEDIMENT CONTROL LOG TYPE WOOD CHIP LIN FT 1,460 112 25 70 12 18 28 197 42 44 12 54 72 110 107 107 149 61 50 22 38 6B 39 23 38 2574.507 LOAM TOPSOIL BORROW (LV) CU YD 40 10 20 10 39 2575.604 SITE RESTORATION SQ YD 2061 124 28 78 13 20 31 219 47 49 13 60 80 122 119 119 166 68 56 24 165 160 70 230 40 2582.503 4" SOUDLINE MUT-COMPONENT LIN FT 4,244 4244 41 2582.503 12" SOLID UNE MUTI-COMPONENT LIN FT 17 17 42 2582.503 24" SOLID UNE MUTI-COMPONENT LIN FT 31 31 43 2582.503 'BROKEN LINE MUT-COMPONENT LIN FT 102 102 44 2582.503 4" DOUBLE SOLID UNE MUTICOMPONENT LIN FT 96 96 45 2582.518 PAVEMENTMESSAGE MULTICOMPONENT SQFT 75 75 46 2582.518 CROSSWALK MULTICOMPONENT SOFT 584 1 1 1 1 196 1 1 1 1 1 1 1 1 1 288 1 200 BASIS OF ESTIMATED QUAN11TIES AGGREGATE BASE CLASS 5 100 Ibs/yd2/in WEARING COURSE BITUMINOUS MU(TURE 110 lbs/yd2li n NON WEARING BITUMINOUS COURSE MWWRE 110lbslyd2/in BITUMINOUS MATERIAL FOR TACK COAT 0.05 gal/yd2 SEED MIXTURE 25-131 220 lbs/acre HYDRAULIC BONDED FIBER MATRIX 31500 Ibs/acre TYPE 3, SLOW RELEASE FERTILIZER (22-5-10) 400 lbs/acre icmar Ems plan, s ecmcanoor rewas DuID„tDBY: ESTIMATED QUANTITIES AND SCHEDULES s"LLT preparepar ed byy me or under my direct supervision sion andd that I CJJ Hakanson Anderson pesota. DR am a duly Licensed Professional ngineer under the laws 2022 STREET AND SIDEWALK 2 of the State of M AWN BY: Aij Civil Engineers and Land Surveyors aF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22 Lic. No. 23461 TAE www.hakanson-anderson.com MONTICELLO, MINNESOTA SHEETS M0301 GENERAL CONSTRUCTION NOTES: 1. MANHOLE CASTINGS SHALL BE ADJUSTED WITH DUCTILE IRON ADJUSTING RINGS AS MANUFACTURED BY ESS BROTHERS AND SONS INC. OR APPROVED EQUAL. CONTRACTOR SHALL MEASURE EACH MANHOLE CASTING TO ENSURE THAT THE FINAL DIMENSION FROM THE TOP OF THE BITUMINOUS SURFACE TO THE TOP OF THE MANHOLE CASTING IS A MINIMUM OF 1/8" AND A MAXIMUM OF 3/8". 2. WATER VALVE BOX LIDS SHALL BE ADJUSTED WITH DUCTILE IRON ADJUSTING RINGS AS MANUFACTURED BY ESS BROTHERS AND SONS IN.. OR APPROVED EQUAL. CONTRACTOR SHALL MEASURE EACH BOX LID TO ENSURE THAT THE FINAL DIMENSION FROM THE TOP THE BITUMINOUS SURFACE TO THE TOP OF THE MANHOLE LID IS A MINIMUM OF 1/8" AND A MAXIMUM OF 3/8". 3. CONTRACTOR SHALL SALVAGE AND REPLACE ALL EXISTING TOPSOIL. ALL DISTURBED AREAS SHALL BE RESTORED WITH SEED MIXTURE 25-131 AT A RATE OF 220 LBS/ACRE, TYPE 3 FERTILIZER AT 400 LBS/ACRE, AND HYDRAULIC BONDED FIBER MATRIX AT 3,500 LBS/ACRE. ALL RESTORATION WORK SHALL BE MEASURED BY THE SQUARE YARD AND PAID PER ITEM 2575 SITE RESTORATION, 4. ALL CURB AND GUTTER, BITUMINOUS, AND CONCRETE REMOVALS SHALL BE SAW CUT FULL DEPTH TO PROVIDE A CLEAN EDGE FOR NEW JOINT. 5. CURB REMOVAL LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS OF CURB REMOVALS SHALL BE MARKED IN THE FIELD BY THE ENGINEER. CONTRACTOR SHALL CONSTRUCT SAME CURB TYPE THAT WAS REMOVED IN EACH LOCATION. THE MINIMUM WIDTH OF CURB AND GUTTER THAT WILL BE REMOVED IN ANY ONE LOCATION WILL BE 6 FEET WIDE. 6. ALL ITEMS SALVAGED FOR RE -USE SHALL BE STORED AND PROTECTED BY THE CONTRACTOR. ANY ITEMS DAMAGED OR LOST DURING THE STORAGE PERIOD SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TO REPLACE WITH NO ADDITIONAL COMPENSATION. 7.SEE eFOR EROSION CONTROL AND TRAFFIC CONTROL AT CURB REMOVAL AREAS. 4 8. SHEETS 36-39 SHOW GENERAL PEDESTRIAN RAMP LAYOUTS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL PEDESTRIAN RAMPS MEET ALL ADA REQUIREMENTS AND MUST CONFORM WITH MNDOT STANDARD PLANS 5-297.250 WHICH ARE INCLUDED AS SHEETS 41-46 OF THESE PLANS. THE REMOVAL LIMITS SHOWN ARE FOR GENERAL USE ONLY. THE CONTRACTOR IS RESPONSIBLE TO MAKE SURE ALL REQUIREMENTS ARE MET. 9. TRUNCATED DOMES SHALL BE CAST GRAY IRON CONFORMING TO ASTM - 48 CLASS 30A MINIMUM MANUFACTURED BY NEENAH FOUNDRY. DOMES SHALL BE EPDXY COATED WITH COLOR APPROVED BY THE CITY OF MONTICELLO. 10. ITEM 2104 -SALVAGE CASTING SHALL INCLUDE SALVAGING THE CASTING AND REMOVING THE RINGS. CASTING SHALL BE RECONSTRUCTED TO THE GRADE OF THE OVERLAY WITH NEW CONCRETE RINGS. RINGS SHALL BE GROUTED WITH GLOVE FINISH. CONTRACTOR WILL ALSO BE PAID PER ITEM 2506 -ADJUST FRAME AND RING CASTING. CONTRACTOR WILL NOT BE PAID ITEM 2506 -GROUT CATCHBASIN OR MANHOLE OR ITEM 2506 -GROUT MANHOLE FOR THESE STRUCTURES. ITEM 2104 -SALVAGE CASTING SHALL ALSO INCLUDE A FULL DEPTH SAWCUT AROUND THE CASTING, REMOVAL OF BITUMINOUS, 6 INCHES OF AGGREGATE BASE CLASS 5, AND 3 INCHES OF TYPE SP 9.5 WEARING COURSE MIXTURE (2,B). WEARING COURSE SHALL BE PLACED TO THE GRADE OF THE EXISTING BITUMINOUS SURFACE. 11. ENGINEER WILL MARK BITUMINOUS PATCH AREAS IN THE FIELD. BITUMINOUS PATCH AREAS SHALL BE MILLED TO A DEPTH OF 3 INCHES AND THEN PATCHED WITH BITUMINOUS. CONTRACTOR WILL BE PAID PER ITEM 2232 -MILL BITUMINOUS SURFACE (3") AND ITEM 2360 -TYPE 12.5 BITUMINOUS FOR PATCHING. - BURIED FIBER OPTIC CABLE BURIED TELEPHONE CABLE GAS MAIN BURIED ELECTRIC CABLE OVERHEAD ELECTRIC CABLE 13 UTILITY PEDESTAL POWER POLE GUY WIRE LIGHT POLE SIGNAL POLE C HANDHOLE O ELECTRIC MANHOLE O TELEPHONE MANHOLE GAS VALVE » STORM SEWER OO STORM SEWER MANHOLE ® 0 CATCH BASIN a FES WATERMAIN O WATERMAIN MANHOLE b HYDRANT ca GATE/BUTTERFLY VALVE ® WATER SERVICE > SANITARY SEWER O SANITARY SEWER MANHOLE o SEWER SERVICE TREES AND SHRUBS M TRUNCATED DOMES CONCRETE CURB & GUTTER 4 SIGN O MAILBOX O MANHOLE e-1-_ DETAIL NUMBER 3 'SHEET NUMBER DEXISTING CONCRETE PAVEMENT DBITUMINOUS OVERLAY AREA �--�� SILT FENCE 0 INLET PROTECTION DEVICE SEDIMENT CONTROL LOG PER ■■■■■■■■■■■■■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER UAIL KLVIWQN i nereoy cernry mar rms pian, specuconon, or reporr was UL9M BY: prepared by me or under my direct supervision and that CJJ Hakanson Anderson CONSTRUCTION NOTES AND PROJECT LEGEND SHEET am a duly Licensed Professional ngineer under the laws 2022 STREET AND SIDEWALK 3 of the State of M nesota. DNAWN BY: CIVII Engineers and Land Surveyors or SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22C Lic. No. 23461 TAE WWW.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 SEE 4 (TYP.) 6' STREET WIDTH VARIES 2% MIN. 2% MIN. 1.5"-2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) (2 EXISTING BITUMINOUS PAVEMENT 1.5"-2.0" TAPER MILL -6' WIDE (BOTH SIDES) 1) 6' 1 TYPICAL TAPER MILL AND OVERLAY SECTION 4 BITUMINOUS ROLL OVER 1/8" MIN. -3/8" MAX. OIING KING BITUMINOUS MATERIAL FOR TACK COAT 2 PAVING AT CURB DETAIL 4 N.T.S. MILL JOINT PRIOR TO OVERLAY PAVING AT MATCH POINTS OF ALL EXISTING STREETS 8' TAPER EXISTING PAVEMENT MILL1Q BITUMINOUS WEAR COURSE — OVERLAY EXISTING BITUMINOUS PAVEMENT 4 PAVING AT VALVE BOX DETAIL 5 MILL DETAIL AT MATCH POINTS 4 N.T.S. 4 ADJUSTING RING BITUMINOUS ROLL OVER 1/8" MIN. -3/8" MAX a PAVING AT CASTING DETAIL 4 N.T.S. BOULEVARD SEDIMENT CONTROL LOG I I CURB AND GUTTER REMOVAL VARIES STREET SIDE 10' MAX TYPE II BARRICADE WITH FLASHERS. ONE ON EACH END AND ADDITIONAL BARRICADES IF SPACING IS GREATER THAN 10 FEET © . / 6 CURB AND GUTTER REPLACEMENT PROTECTION DETAIL N.T.S. REFERENCE NOTES: 1Q TAPER MILL SHALL BE PAID PER ITEM 2232—MILL BITUMINOUS PAVEMENT (SPECIAL). TAPER MILL DEPTH SHALL MATCH THE OVERLAY THICKNESS. SEE REFERENCE NOTE 2. (2 CONTRACTOR SHALL CONSTRUCT A 1.5 INCH OVERLAY IN THE RESIDENTIAL STREET IMPROVEMENT AREAS AND 2.0 INCH OVERLAY IN THE HART BOULEVARD STREET IMPROVEMENT AREA. AFTER THE TAPER MILL BUT PRIOR TO CONSTRUCTION OF THE BITUMINOUS OVERLAY, THE CONTRACTOR SHALL PATCH ALL PAVEMENT POTHOLES THAT ARE 1/2 INCH OR DEEPER. PATCH WILL BE PAID BY ITEM -2360 TYPE 4.75 BITUMINOUS MIXTURE FOR TIGHT BLADE LEVELING. MIX SHALL BE SPREAD BY GRADER, SKID STEER OR OTHER APPROPRIATE EQUIPMENT. PATCH MATERIAL SHALL BE COMPACTED WITH A STEEL DRUM ROLLER. PATCH SHALL BE TACK COATED PRIOR TO PLACEMENT. TACK COAT WILL BE PAID PER THE BID ITEM. (3 BARRICADE INCIDENTAL TO ITEM -2563 TRAFFIC CONTROL. UAIL KLVIWVN i nereoy cernry mar rms pian, specuconon, or reporr was UUAV BY: prepared by me or under my direct supervision and that CJJ Hakanson Anderson DETAILS SHEET am a duly Licensed Proressionalr:= ws 2022 STREET AND SIDEWALK 4 of Me State of M neso+a. DNAWN BY: Civil Engineers and Land Surveyors or scJ 3so1 Thurston Ave., Anoka, Minnesota ss3o3 IMPROVEMENT PROJECT C RAIG4 J. IJOCIUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 50 Date !Z5/22Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 Standard Plate Library Concrete Curb & Gutter City of Monticello at Catch Basin Dow Pkft N. X03-05 5004 aMIE aDPE n HWwa� "'t'. w wxx r .R REVERSE SLOPE GUTTER SECTION DIVIDER PLATE aw d +n' aA I ��"Yar m FT/FT+-wAa 0 CD OPE Daa FT/,T Ian W., a IK `i t xx O PMDE IAuartAixEFOPo., 8612 CONCRETE CURB $ GUTTER a+A rt a. w4 DIVIDER PLATE rR d /9 ' (D= ® of s[45PEtlnFp� arFY°O+IYMx PWE M0. P W X wxmEn. TME Fwx 8618 CONCRETE CURB @ GUTTER uxiAe+e - +is rt % u+am. Poiq�T� 3/4 •/Igrt r +n•a1n R r +D• — I_ MODIFIED OESKY! '0" CURB &GUTTER jg:Cr Plate Library Concrete Curb & Gutter for Streets MO tiC br oBL� 03-05 PkftStreets N A �1isd`o3—t5 5005 —BLOT.sxRauD mx9xur ATTACHMENT HOgX .1LT F/BPoC9IEEYE —see BIT aAFE"" T• •� .A- 4 .4 - �. oVTKFLaWsarxxmLo 811—c- - PEA 9PECVA PPoMa.GOTNNMaB PAM X)m TRE. Inlet Protection Standard Plate Library Grate Inlet gyp. City of Monticello Do1.. 1 "o°' NB' 03-07 R.9I.8:03-15 6005 aMIE aDPE n HWwa� "'t'. w wxx r .R REVERSE SLOPE GUTTER SECTION DIVIDER PLATE aw d +n' aA I ��"Yar m FT/FT+-wAa 0 CD OPE Daa FT/,T Ian W., a IK `i t xx O PMDE IAuartAixEFOPo., 8612 CONCRETE CURB $ GUTTER a+A rt a. w4 DIVIDER PLATE rR d /9 ' (D= ® of s[45PEtlnFp� arFY°O+IYMx PWE M0. P W X wxmEn. TME Fwx 8618 CONCRETE CURB @ GUTTER uxiAe+e - +is rt % u+am. Poiq�T� 3/4 •/Igrt r +n•a1n R r +D• — I_ MODIFIED OESKY! '0" CURB &GUTTER jg:Cr Plate Library Concrete Curb & Gutter for Streets MO tiC br oBL� 03-05 PkftStreets N A �1isd`o3—t5 5005 ITereDy cerTITY mar Tris pion, s ecITIConon, or repo" was Dngineer under the laLSIDNLDBY: DETAILS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional ws 2022 STREET AND SIDEWALK 5 of the State of M nesota. DRAWN BY: AJA Civil Engineers and Land Surveyors aE SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 CONTRACTION JOINTS BIT aAFE"" T• •� B lipA.$ y, • BY qP� F 12" GRANULAR BORROW OR B" CLASS 5 o gp y[l f'�go R s Y� 868 ; B pllpm 1 R.t DEPTH - B" FOR NEW DEVELOPMENTS b q d ��y�yi*X�@iee li 1 tR Nth G 3€C, dIL O—R, A=xV.,b"--*M Till Residential Building Standard Plate Library Erosion Control City of Monticello DBL« Fii Na 03—OS R A -d`03-15 6006 ITereDy cerTITY mar Tris pion, s ecITIConon, or repo" was Dngineer under the laLSIDNLDBY: DETAILS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional ws 2022 STREET AND SIDEWALK 5 of the State of M nesota. DRAWN BY: AJA Civil Engineers and Land Surveyors aE SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 CONTRACTION JOINTS BIT aAFE"" T• •� THE CURB BOX HEIGHT 000 y, • a" B•.8. 12" GRANULAR BORROW OR B" CLASS 5 4' OR 8' CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE B') SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - B" FOR NEW DEVELOPMENTS -4' MINIMUM FOR EXISTING AREAS. 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS - 6' INTERVALS EXPANSION JOINTS - 60' INTERNALS (APPROX.) 'MATCH EXISTING DEPTH, 4' MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS 71. Typical Sidewalk Standard Plate Library City of Monticello D"' 03-05 Paa Na 03-17 5012 ITereDy cerTITY mar Tris pion, s ecITIConon, or repo" was Dngineer under the laLSIDNLDBY: DETAILS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional ws 2022 STREET AND SIDEWALK 5 of the State of M nesota. DRAWN BY: AJA Civil Engineers and Land Surveyors aE SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 EXISTING CURB OVERFLOW IS T4OF THE CURB BOX HEIGHT 000 PLau RMCO ROAD D CG -23' HIGH FLOW E OR Cltt —ROVED EQUAL. INLET PROTECTION CURB AND4—RIC ox MGXT FLOW AT TOP OF ER ASEENAI TRBTER AM (ILr METER.W-GRADE AT LOW PORT BRIC " FOR THE NEW R -3290 -VB STANDARD CASTING, INSTAL. WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. TRS Inlet Protection Standard Plate Library Catch Basin Inrt City of MondceBo D�RIMMI'M 03-07 6004 03-15 ITereDy cerTITY mar Tris pion, s ecITIConon, or repo" was Dngineer under the laLSIDNLDBY: DETAILS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional ws 2022 STREET AND SIDEWALK 5 of the State of M nesota. DRAWN BY: AJA Civil Engineers and Land Surveyors aE SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 UA I L Kty,,,Ury i nereay certny mar rms pian, speciricanon, or reporr was ULSIG„LN N1: GENERAL LAYOUT SOUTH STREET xi prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Professional�=*s 9. Y 2022 STREET AND SIDEWALK IMPROVEMENT AREAof the state of M nesataNNAWN BY: Civil Engineers and Land Surveyor scJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. cNECNEo ar: 763-427-5860 FAX 763-427-0520 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA M0301 UA, t KLVlWQN i nereay certny mar rnis pian, speciricanon, or report was D,SIDN,D BY: GENERAL LAYOUT NORTH STREET SHEET prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Professional�ws 9- 2022 STREET AND SIDEWALKIMPROVEMENT AREAof the state of M nesota.DRAWN BY: Civil Engineers and Land Surveyors or SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. cRECNED BY: 763-427-5860 FAX 763-427-0520 50 Date 2/5/22 Lic. No. 23461 TAE WWW.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 UAIL Kty,,,Ury i nereay certny mar rms pian, speciT—non, or reporr was ULSIG„LN N1: GENERAL LAYOUT HART BOULEVARD SHEET prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Professional�unws9. 2022 STREET AND SIDEWALK IMPROVEMENT AREA 8 of the State of M 'otoNNAWN BY: Civil Engineers and Land Surveyors or scJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT -VI CRAIG J. JOC UM, P.E. cNECNEo ar: 763-427-5860 FAX 763-427-0520 50 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 SEE SHEET 12 SEE BELOW SEE ABOVE v v — I I U0 SEE BELOW SEE SHEET 12 6� k J O V J J V $ D \ O 10 s C LEGEND .■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. (2) SEE GENERAL NOTE 10 ON SHEET 3. 30 0 30 60 SCALE IN FEET M0301 5+09 s ' — 1 I v 6112 > I 1 1 W — W it V1 -- V V) Z wV Ic A 6128 m D p 6118 8308 8324 8338 8354 6102 co 30 0 30 60 SEE ABOVE SEE SHEET 12 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that DESIGNED BY: CJJ Hakanson Anderson CONSTRUCTION PLANS SHEET am a duly Licensed Professionalreer under the laws of the State of M nesota. Ell_. BY: 1 Civil Engineers and Land Surveyors 2022 STREET AND SIDEWALK s SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BADGER ST, BADGER CIR, AND FOX ST OF CRAIG J. JOC UM, P.E. Date 2/5/22 Lic. No. 23461 CHECKED Br: TAE 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com MONTICELLO, MINNESOTA 50 SHEETS M0301 5991 6025 MATCH POINT SEE�5 4 6041 6057 6073 6087 6119 0+00 X 1+00 2+00 1 3+00 DEER STREET 4+001='50 6+0I > > �> �> > > �> �> ( �> > > �> > » » » » O — O O _ + u) n D1 n m D D m _ z 8700 8453 rte, A F60481 F60641 F60781 6094 6110 6128 SEE SHEET 11 SEE SHEET 12 LEGEND 6133 ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 1� 30 0 30 60 SCALE IN FEET 6103 ' ' n 30 0 30 60 SEE SHEET 12 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that DESIGNED BY: CJJ Hakanson Anderson CONSTRUCTION PLANS SHEET am a duly Licensed Professional�nderws the State of M nesota.DRAWN BY: 1 Civil Engineers and Land Surveyors 2022 STREET AND SIDEWALK IMPROVEMENTof 1EE SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 PROJECT DEER ST of CRAIG J. JOC UM, P.E. Date?/5/22 Lic. No. 23461 CHECKED BY: TAE 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com MONTICELLO, MINNESOTA 50 SHEETS M0301 N H W \w V) D w � 6043 8375 8389 SAWCUT 5LF CONCRETE PAVEMENT REMOVE 83 SF CONCRETE PAVEMENT SEE 8 I 8405 8421 II —0 I I 1k00 \ �j /SEAR AVEWUE L SAWCUT 5LF CONCRETE PAVEMENT REMOVE 97 SF CONCRETE PAVEMENT SEE 36 J \ 01 8388 Ir O O SEE SHEET 12 8406 8424 SEE SHEET 10 8437 8453 I F- O N W v — W D V _ 44+0p o » 5+00 » I 51 D I V _ I V v _ 0 6048 o v + V �) I I I SEE SHEET 10 MATCH POINT SEE e4 6011 6025 6041 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 30 0 30 60 SCALE IN FEET M0301 i rereDy cerTlTy mar iris plan, s ecnmanon, or re on was prepared by me or under my direct supervision and that am a duly Licensed Professionalreer under the laws of the State of M at. D,SIDH,D BIT: CJJ 1 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CONSTRUCTION PLANS BEAR AVE MONTICELLO, MINNESOTA SHEET 1 of 50 SHEETS DII_. BY: SGJ CRAIG J. JOC UM, P.E. Date 2/5/22 Lic. No. 23461 CHECKED Br: TAE M0301 F6035] 6037 6043 8375 6033 MATCH POINT SEE �5 0 4 SAWCUT 8LF 4+0 CONCRETE PAVEMENT I — i REMOVE 122 SF CONCRETE PAVEMENT SEE 4 / > 2k00 <> 0 \ L x00 L �Et6 SALVAGE CASTING �2; / L L i Ql J� J\ SEE SHEET 9 6032 6034 6040 6036 6054 SEE SHEET 11 0 / P 8388 i 6Xo i kq LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. \REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB 8406 AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. © SEE GENERAL NOTE 10 ON SHEET 3. 5�J J i O � 1X/0�////q''� \ � /�■/`` ��t 6 068 y j/\ \\\ 30 0 30 60 SEE SHEET 9 SCALE IN FEET SEE SHEET SEE SHEET 14 SEE SHEET 9 prepared by me or under my direct am a duly Licensed Professional kni of the State of MAnesoto.h or rep— was d.ion and that I under the laws DLiIDNLD BY: CJJ DRAWN BY: SGJ CHECKED BY: No. 23461 TAE HakanAnderson Civil Engineersrs and Land Surveyors 2022 STREET AND SIDEWALK IMPROVEMENT Ai a 3601 Thurston Ave., Anoka, Minnesota 55303 PROJECT 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 30 0 30 60 SCALE IN FEET CONSTRUCTION PLANS SHEET 12 BAKKEN ST MONTICELLO, MINNESOTA =j M0301 M0301 M0301 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. SEE SHEET 14 6161 6185 / 6217 6239 6255 O � p J4i p O cl w 11 +00 12+00 •'::. O ~ MATCH POINT > x > SEEeS rn w p \ 4 w N � N c ^oma fS+Dd 1 +83 � =1 n A —w N w BAKKEN STREET J w Bn 3 a y ` z a 30 0 30 60 o U Q 2 2 O N O M O Z Z U W o SCALE IN FEET o DATE REVISION J I hereby certify that this plan, specification, or repots was prepared by me or under my direct supervision and that I am a duly Licensed Professionalreer =under laws of the State of Mt 20ta. DESIGNED BY: CJJ �� 3601 Hakanson Anderson Civil Engineers and Land Surveyors Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CONSTRUCTION PLANS BAKKEN ST MONTICELLO, MINNESOTA SHEET 13 of 50 SHEETS Ell_. SGJ a CRAIG J. JOC UM, P.E. Date 2/5/22 Lic. No. 23461 CHECKED BY: TAE M0301 SEE SHEET 13 LL N 6185 8421 m n — SAWCUT 1OLF CONCRETE PAVEMENT m REMOVE 129 SF CONCRETE PAVEMENT Z SEE I N 36 I o I n I I I SEE SHEET 13 6393 8437 1."00 \ 2+00 '> >> » > > z+00, ° TROY MARQUETTE DRIVE — _ SAWCUT 5LF CONCRETE PAVEMENT REMOVE 27 SF CONCRETE PAVEMENT SEE 36 6217 TRpy \QU ORl t SEE SHEET 17 3� 0 0 30 ,, 0 3 ) 8414 6390 8430 LEGEND 8 455 8 473 8 491 6393 ���� AND OGUTTER VE ANDREPLACE CONCRETE CURB GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO WCATCHBASINS PER CITY STANDARD PLATE 5004 ON ^,� » > m > SHEET 5.1.0 > ^^/ > 8446 8462 8476 8494 8520 30 0 30 60 SCALE IN FEET 8683 8707 8733 8757 n 8659 %'01' / � �SL S o �zC:. so 8520 8548 8580 8608 8644 oA 0 8690 8708 8732 8758 30 0 30 60 SEE SHEET 19 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: - CONSTRUCTION PLANS SHEET ssional�nderwsprepared by me or under my direct supervision and that Hakansan Anderson 1EEam a duly Licensed ProfeCJJ 2022 STREET AND SIDEWALK IMPROVEMENTof the State of M nesotaDAWN BY: 1 Civil Engineers and Land Surveyors OF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 PROJECT TROY MARQUETTE DR CRAIG4 J.JOC UM, P.E. ..ECHE. Br: 763-427-5860 FAX 763-427-0520 50 Date 2/5/22 Lic. N0. 23461 TAE www.hakanson-anderson.com MONTICELLO, MINNESOTA SHEETS M0301 8733 8757 8732 8758 SEE SHEET 18 880A4-, v D A — C m m — r v m I o 7 1-1 ��16+00 � < 8784 8810 8838 8829 I - I +00 I �+Obi �I < l<� <— < I TROY MARQUETTE DRIVE 19f00 �\cam 8866 8910 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. SAWCUT 8LF BITUMINOUS PAVEMENT REMOVE 98 SF BITUMINOUS PAVEMENT SEE1 37 8954 30 0 30 60 SCALE IN FEET M0301 i nereDy cerTlTy mar iris plan, s ecnmanon, or re on was prepared by me or under my direct supervision and that D,SIDH,D BIT: CJJ Hakanson Anderson CONSTRUCTION PLANS SHEET am a duly Licensed Professionalreer under the laws of the State of M at. Dil_. BY: 1 Civil Engineers and Land Surveyors 2022 STREET AND SIDEWALK IMPROVEMENT 15 SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 PROJECT TROY MARQUETTE DR. OF CRAIG J. JOC UM, P.E. 23461 CHECKED Br: TAE 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com MONTICELLO, MINNESOTA 50 SHEETS Date 2/5/22 Lic. No. M0301 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 2Q SEE GENERAL NOTE 10 ON SHEET 3. �x- 30 0 30 60 SCALE IN FEET 30 0 30 60 SCALE IN FEET M0301 i nereDy cerTlTy mar iris plan, s ecnmanon, or re orr was prepared by me or under my direct supervision and that am a duly Licensed Professional�nderws the State of M nesotaBRAWN DESIDNED BIT: CJJ Hakanson Anderson CIVII Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENTof PROJECT CONSTRUCTION PLANS WILDWOOD WAY MONTICELLO, MINNESOTA SHEET 1 E OF 50 SHEETS BY: SGJ CRAIG J. JOC UM, P.E. Date?/5/22 Lic. No. 23461 CHECKED Br: TAE M0301 SEE SHEET 18 SEE SHEET 14 SEE SHEET 14 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 1� 30 0 30 60 SCALE IN FEET M0301 i nereDy cerTlTy mar iris plan, s ecnmanon, or re on was prepared by me or under my direct supervision and that am a duly Licensed Professionalreer under the laws of the State of M nesota. D,SIDH,D Df: CJJ 1 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CONSTRUCTION PLANS WILDWOOD WAY MONTICELLO, MINNESOTA SHEET 17 OF 50 SHEETS DII_..: SGJ CRAIG J. JOC UM, P.E. Date?/5/22 Lic. No. 23461 CHECKED Er: TAE M0301 SEE SHEET 17 I i v v 0 M 0 Qv Iv v 0 0 I{ v 1 » itr 1 1 I SEE SHEET 19 6195 O 1F v 0 0 C", 0 c v — 1 o0 dao A.B I 1 1 I Y MAROUETTE LANE I s TRO a N v 1 I v � v 0 0 v N I 1 I v1 SEE SHEET 17 8737 i s0.sxOp i 8765 / 8789 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB F8 —81 -1-1 AND GUTTER iQ GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 8586 8618 8650 8682 8734 8766 8804 30 0 30 60 SCALE IN FEET 8789 88,1 8829 SEE SHEET 1° SII Nv 0 8866 8+0 8 33 > > 8838 V 7 o -tD v � D X00 /6 V �N6 v PRa/ - v � ISOt 8810 V V 8766 8804 to I I 30 0 / 30 60 SEE SHEET 15 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared by me or under my direct supervision and that I CJJ Hakanson Anderson 18 am a duly Licensed Professional�nderws2022 STREET AND SIDEWALK IMPROVEMENTof the State of M nesataDRAWN BY: CIVII Engineers and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 PROJECT TROY MARQUETTE LN CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 50 Date 2/5/22 Lic. No. 23461 TAE www.hakanson-anderson.com MONTICELLO, MINNESOTA SHEETS M0301 SEE SHEET 18 0 s v SEE SHEET 14 8683 I I I I n r v — 8659 0 XO SAWCUT 51-F CONCRETE PAVEMENT ° s/ REMOVE 43 SF CONCRETE PAVEMENT ° SEE 4 37 � QQ` 6390 ° Al �P SEE SHEET 14 8690 � 1 X00 W/�pit,0o � f 8644 MATCH POINT SEEe5 4 6' TAPER MILL AROUND ISLAND PERIMETER V SEE SHEET +40 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(j) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 30 0 I 30 60 SCALE IN FEET `1 1 1 1 1 1 3k29 � 0 0 LOW POINT — MILL BITUMINOUS PAVEMENT TO DRAIN LOW POINT SAWCUT 5LF CONCRETE PAVEMENT SAWCUT 6LF BITUMINOUS PAVEMENT REMOVE 74 SF CONCRETE PAVEMENT REMOVE 53 SF BITUMINOUS PAVEMENT SEE 5 37 30 0 30 60 SCALE IN FEET M0301 i nereDy cerTlTy mar iris plan, s ecnmanon, or re on was prepared by me or under my direct supervision and that am a duly Licensed Professionalreer under the laws of the State of M at. D,SIDH,D BIT: CJJ Aij Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CONSTRUCTION PLANS WILDWOOD CT AND WILDWOOD BLVD MONTICELLO, MINNESOTA SHEET 19 of 50 SHEETS Dil_. BY: SGJ CRAIG J. JOC UM, P.E. Date 2/5/22 Lic. No. 23461 CHECKED Br: TAE M0301 N N ud W W 2 N W W Vl SEE SHEET 22 LEGEND 2532 2530 \\ 2526 2524 2522 2518 ■■■■ REMOVE AND REPLACE CONCRETE CURB I AND GUTTER(1) I o 6' TAPER MILL J 2 GENERAL NOTES: AROUND ISLAND v 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. PERIMETER ry REFERENCE NOTES: .(I) CURB REMOVAL AREAS ARE APPROXIMATE. FINAL m LOW POINT - MILL LOCATIONS WILL BE MARKED IN THE FIELD BY THE BITUMINOUS PAVEMENT O TO DRAIN LOW POINT A / m ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB _ o AND GUTTER PER CITY STANDARD PLATE 5005 ON ov - r SHEET 5. CONSTRUCT CURB ADJACENT TO + - CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 0+00 �2 gel X 2Q SEE GENERAL NOTE 10 ON SHEET 3. I �I> \ 00 > �-i 4+-0,0). AR OAKES Q > �I > - -7.! ?RO > I I n « MATCH POINT SEE e 0 _ = 0 9 4 + - r x n ZSALVAGE CASTING(2) m v _ 0 rn 2533 2531 0 n 2527 2525 2523 1075 N s \ I_ / 30 0 / 30 60 SEE SHEET 22 SEE SHEET 22 SCALE IN FEET SEE SHEET 21 L KLVIZ:,IUN i nereoy cerny mar iris plan, specrt,canon, or repon was D1,510BD NY: prepared by me or under my direct supervision and that ICJJ �� Hakanson Anderson am a duly Licensed Professional ngireer under the laws 2022 STREET AND SIDEWALK of the State of M nesota. DRAWN BY: 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. ....... BY: 763-427-5860 FAX 763-427-0520 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com 30 0 30 60 SCALE IN FEET CONSTRUCTION PLANS SHEET 20 BRIAR OAKS BLVD MONTICELLO, MINNESOTA SHEETS M0301 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER 1� GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. SEE SHEET 23 2502 2484 2464 2444 2424 930 v v 2382 2372 v -c 0 _ D O v p O ^ ^ V V V o _ O _N ^ O L< < W» << a << << << << << o Z +0 0 < < 16+00 < < 1700 < 18+00 < < 19+00< <20+0 21+0 21 54 W BRIAR OAKES BOULEVARD h ^ _ + 2373 2495 2485 2475 2455 SEE SHEET 23 i nereoy cemTy mar mis pian, speciTicaTion, or report was MIMI) BY: prepared by me or under my direct supervision and that ICJJ Hakanson Anderson laws 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date Lic. No. 23461 TAE www.hakanson—anderson.com a f t he State of tsotoi BROW BY: a duly Licensed 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT 6' TAPER MILL \ AROUND ISLAND PERIMETER 2383 30 0 30 60 SCALE IN FEET CONSTRUCTION PLANS S 1 21 OF BRIAR OAKS BLVD MONTICELLO, MINNESOTA SHEETS M0301 M 2425 2405 2393 i nereoy cemTy mar mis pian, speciTicaTion, or report was MIMI) BY: prepared by me or under my direct supervision and that ICJJ Hakanson Anderson laws 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date Lic. No. 23461 TAE www.hakanson—anderson.com a f t he State of tsotoi BROW BY: a duly Licensed 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT 6' TAPER MILL \ AROUND ISLAND PERIMETER 2383 30 0 30 60 SCALE IN FEET CONSTRUCTION PLANS S 1 21 OF BRIAR OAKS BLVD MONTICELLO, MINNESOTA SHEETS M0301 1170 1150 1125 2531 O� 1+00 - , -00 Hq w\f \ �PCgCf SOtu/rH \\3x00 x M 1130 2527 L L � / SEE SHEET 20 SEE SHEET 20 �Q J � 0 Y o� \ QL mm 2526 2530 SALVAGE CASTING 00 NORTH � NPwjNORNE P� SEE SHEET 20 1050 1045 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. 1035 REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL IxO� k1� CONSTRUCTION GUTTER NOTES. CONSTRUCT CONCRETE B PER STANDARD E PLA 5005 ON AND SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. © SEE GENERAL NOTE 10 ON SHEET 3. I ° V 0 EXISTING LANDSCAPING 0°0 0°0°0000 SAWCUT BLF BITUMINOUS PAVEMENT REMOVE 43 SF BITUMINOUS PAVEMENT SEE 6 37 EXISTING LANDSCAPING 1020 1030 prepared by me or under my direct am a duly Licensed Professional kni of the State of MAnesoto.h or rep— was d.ion and that I under the laws ULSIGNLEI BY: CJJ DRAWN BY: SGJ CHECKED BY: No. 23461 TAE Hakanson Anderson AJ Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT 30 0 30 60 SCALE IN FEET o --- C-4 F— Uj N W W N 30 0 30 60 SCALE IN FEET CONSTRUCTION PLANS SHEET 22 HAWTHORNE PL AND ENDICOTT TR MONTICELLO, MINNESOTA ix—S50HEETS M0301 — \ � LEGEND h ■■■■ REMOVE AND REPLACE CONCRETE CURB N AND GUTTER 1� 2382Q GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. 965 v 2. SEE SHEET 29 FOR ADDITIONAL INFORMATION ON o STRIPING. REFERENCE NOTES: v 0 CURB REMOVAL AREAS ARE APPROXIMATE. FINAL \ LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL V 2383 CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO 985 2+00 CATCHBASINS PER CITY STANDARD PLATE 5004 ON I — I SHEET 5. SygO / _oAk CIRCte _ 3x0p v SAWCUT 8LF BITUMINOUS PAVEMENT REMOVE 34 SF BITUMINOUS PAVEMENT Op SEE 8 +\ ox 66 N v ol/ v 2393 o� �Q J� 0 930 v m Y EXISTING LANDSCAPING pQ Q �m L 990 2405 960 30 0 30 60 SEE SHEET 21 SCALE IN FEET SEE SHEET 21 SEE SHEET 24 v I AI v vn z 0 D M — m N v vc _ v j r- 2425 2424 n z_ o SAWCUT 9LF BITUMINOUS PAVEMENT + REMOVE 63 SF BITUMINOUS PAVEMENT a+o SEE3'— v v 38 v CROSSWALK 0 00 — SEE3 42 29 + 1+00 m « I — I I 2444 v EASTWOOD LANE man �q s v g 00 v Q N + b N n - « W « N 2455 SAWCUT 32LF BITUMINOUS PAVEMENT REMOVE 89 SF BITUMINOUS PAVEMENT v SEE 4 y� 2464 2528 A A Iv 30 0 30 60 SEE SHEET 21 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson 23 am a duly Licensed Professionalreer under the laws 2022 STREET AND SIDEWALK of the State of M nesata. Ell_. BY: 1 Civil Engineers and Land Surveyors OF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT SHADYOAK CIR AND EASTWOOD LN CRAIG J. JOC UM, P.E. CHECKED Br: 763-427-5860 FAX 763-427-0520 50 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 2319 EXISTING LANDSCAPING 'U EXISTING LANDSCAPING SAWCUT 8LF BITUMINOUS PAVEMENT REMOVE 54 SF BITUMINOUS PAVEMENT SEE 38 2318 SALVAGE CASTING SALVAGL UAW ING \ 2321 2323 2325 2327 SALVAGE CASTING Q v([ / LOW POINT — MILL BITUMINOUS PAVEMENT TO DRAIN LOW POINT 2341 SE£ eE�Okr LL c / cc \c / cc c\�l 1 n < n cc \ c s 0 c p c 3X*00 �\ c OD/ fgSTw000 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. ® SEE GENERAL NOTE 10 ON SHEET 3. 6' TAPER MILL �RCtE+g0 SAWCUT 8LF BITUMINOUS PAVEMENT AROUND ISLAND \ REMOVE 104 SF BITUMINOUS PAVEMENT PERIMETER / c \ 5+p0 SEE e 38 LOW POINT — MILL BITUMINOUS PAVEMENT TO DRAIN LOW POINT 2320 2 326 2 328 2330 30 0 3o so / SCALE IN FEET �00 MATCH POINT \ SEE e / x X19 r 60 > 9�041 I I � �30�0 O I q�\\ 2551 2425 A#IQs?/ 2528 30 0 30 60 SEE SHEET 23 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared by me or under my direct supervision and that Hakanson Anderson 24 am a duly Licensed Professional ngineer under the laws CJJ 2022 STREET AND SIDEWALK of the State of M nesata. Ell_..: 1 Civil Engineers and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT EASTWOOD CIR AND EASTWOOD LN CRAIG4 J.JOC UM, P.E. ....... .: 763-427-5860 FAX 763-427-0520 50 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. (2) SEE GENERAL NOTE 10 ON SHEET 3. 30 0 30 60 SCALE IN FEET M0301 i nereDy cerTlTy mar iris plan, s ecnmanon, or re on was prepared by me or under my direct supervision and that am a duly Licensed Professionalreer under the laws of the State of M nesota. D,SIDH,D BY: CJJ 1 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CONSTRUCTION PLANS EASTWOOD LN. MONTICELLO, MINNESOTA SHEET 25 OF 50 SHEETS DII_. BY: SGJ CRAIG J. Date?/5/22 JOC UM, P.E. Lic. No. 23461 CHECKED BY: TAE M0301 MATCH POINT SEE e5 4 o: 0 0+00 w I US 1+00 I 2+00 1 3+00 I EAST BROADWAY p e6' TAPER MILL 2' SHOULDER SEE 26 AROUND ISLAND PERIMETER SAWCUT 10LF BITUMINOUS PAVEMENT REMOVE 51 SF BITUMINOUS PAVEMENT REMOVE 91 SF CONCRETE PAVEMENT SEE 1 39 6+00 Y \ 30 0 30 60 SCALE IN FEET SEE SHEET 27 0 a: _ Q 9697 9749 0 m 2" o BITUMINOUS 2' AGGREGATE o OVERLAY SURFACING ± CLASS 2 SHOULDER Q2 2' SHOULDER SEE 1 26 EXISTING GROUND w EXISTING 03.00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 BITUMINOUS ¢I SURFACE o w EAST BROADWAY N 5 _,........... 1 A GATE SHOULDER DETAIL + — 26 n Z 1 2' SHOULDER SEE 26 MATCH POINT � SEE z 4 a i z I n f z z 30 0 30 60 y SCALE IN FEET n DATE REVISION LEGEND DESIGNED BY: CJJ ■■■■ REMOVE AND REPLACE CONCRETE CURB Hakanson Anderson AND GUTTER 1� CONSTRUCTION PLANS GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. Ell_..: 2. SEE SHEET 30 FOR STRIPING. REFERENCE NOTES: 2022 STREET AND SIDEWALK 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL 2s LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL SGJ CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB Aij AND GUTTER PER CITY STANDARD PLATE 5005 ON IMPROVEMENT PROJECT SHEET 5. CONSTRUCT CURB ADJACENT TO OF CATCHBASINS PER CITY STANDARD PLATE 5004 ON CRAIG J. JOC UM, P.E. Date?/5/22 Lic. No. 23461 SHEET 5. (2) A 2' SHOULDER SHALL BE CONSTRUCTED AS SHOWN. 30 SHOULDER SHALL BE PAID PER ITEM 7+i0 2211—AGGREGATE SURFACING CLASS 2. m W W VI Y \ 30 0 30 60 SCALE IN FEET SEE SHEET 27 0 a: _ Q 9697 9749 0 m 2" o BITUMINOUS 2' AGGREGATE o OVERLAY SURFACING ± CLASS 2 SHOULDER Q2 2' SHOULDER SEE 1 26 EXISTING GROUND w EXISTING 03.00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 BITUMINOUS ¢I SURFACE o w EAST BROADWAY N 5 _,........... 1 A GATE SHOULDER DETAIL + — 26 n Z 1 2' SHOULDER SEE 26 MATCH POINT � SEE z 4 a i z I n f z z 30 0 30 60 y SCALE IN FEET n DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that DESIGNED BY: CJJ Hakanson Anderson CONSTRUCTION PLANS SHEET am a duly Licensed Professionalreer under the laws of the State of M nesota. Ell_..: Civil Engineers and Land Surveyors 2022 STREET AND SIDEWALK 2s SGJ Aij 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT EAST BROADWAY OF CRAIG J. JOC UM, P.E. Date?/5/22 Lic. No. 23461 1111111) ar: TAE 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com MONTICELLO, MINNESOTA 50 SHEETS M0301 SEE SHEET 26 0 �. 0 3� o 1+00 m N W 0 o + 15+12 9749 X00 O 6076 $ LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER iQ GENERAL NOTES: 9790 SFS 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. X eF REFERENCE NOTES: 9749 D CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. MATCH POINT SEE(j) 4 6226 $ MATCH POINT 0o SEE 0x $ OD 4 Ilk, O 6224 -G 6220 9 O MATCH POINT SEE 4 9855 30 0 30 60 SCALE IN FEET O \ 12+00 \` 13,00 O HARt gpUIEVARO 0 c° s n D tv O o / 8+00 9+00 x i �I i 6226 9790 9792 9794 9796 9798 9800 9802 9804 9806 9808 9872 30 0 30 60 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET s prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Professional ngineer under the laws 2022 STREET AND SIDEWALK 27 of the State of Mt 'oto. DRAWN BY: Civil Engineers and Land Surveyors 2 SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 of 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT HART BLVD CRAIG J. JOC UM, P.E. 7H FED BY: 50 Date Lic. No. 23461 TAE www.hakanson—anderson.corn MONTICELLO, MINNESOTA SHEETS M0301 O `N 1w+00 W W 9855 15+00 17+8° 16+00 HART BOULEVARD 18+00 I SAWCUT 8LF BITUMINOUS PAVEMENT SAWCUT 41-F CONCRETE PAVEMENT REMOVE 102 SF BITUMINOUS PAVEMENT REMOVE 99 SF CONCRETE PAVEMENT SEE e39 19+00 1 CROSSWALK SEE e29 MATCH POINT SEE e A 20+00 on. M � o &.• .. m LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER(!) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 9872 30 0 30 60 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that am a duly Licensed Professionalreer under the laws of the State of M nesota. DESIGNED BY: CJJ Hakanson Anderson 1 Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CONSTRUCTION PLANS HART BLVD MONTICELLO, MINNESOTA SHEET 28 OF 50 SHEETS ElI_. BY: SGJ CRAIG J. JOC UM, P.E. Date?/5/22 Lic. No. 23461 CHECKED Br: TAE M0301 GENERAL INFORMATION: THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND STRIPING KEY OBSERVATION. ENGINEER WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. O CIRCLE -MULTI-COMPONENT a SQUARE -POLY PREFORMED THERMOPLASTIC EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. TRIANGLE -PAINT PENTAGON -REMOVABLE PREFORMED - - - PLASTIC MARKING A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO ONE-HALF FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. MULTI COMPONENT (MULTI COMP): THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENT AND/OR LAITANCE ON LOW SPEED (SPEED LIMIT 35 MPH OR LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING SHALL BE USED FOR ALL MULTI COMP PAVEMENT MARKINGS. SWEEPING AND SAND BLASTING SHALL BE INCIDENTAL. THE MULTI COMP MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE MULTI COMP LINE TO PROVIDE AN IMMEDIATE NO -TRACK SYSTEM. A MULTI COMP LINE SHALL BE APPLIED WITH A MINIMUM THICKNESS OF 20 MILS (WET) AND A MINIMUM WIDTH OF 4". GLASS BEADS SHALL BE APPLIED AT A MINIMUM RATE OF 25 LBS POUNDS PER GALLON. THE APPLICATION RATE SHALL BE SUFFICIENT TO ACHIEVE AN ACCEPTABLE NO -TRACK SYSTEM. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR GREATER. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. J 3' - � 3' 1.5' MINIMUM UN—STRIPED DISTANCE GENERAL CROSSWALK NOTES: 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 1.5 FT. CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED. 3. ON TWO LANE TWO WAY STREETS, USE SPACING SHOWN FOR AN 11 FT. INSIDE LANE. 4. FOR DIVIDED ROADWAYS, ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 5. AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. 6. THE BLOCKS SHALL BE PLACED SO THAT THEY ARE NOT LOCATED IN THE WHEEL PATH OF THE VEHICLES. 7. CROSSWALK MARKINGS SHALL BE WHITE. t PEDESTRIAN CROSSWALK MARKINGS 29 1ST DIGIT WIDTH 4", 8", ETC. 2ND DIGIT PATTERN S — SOLID B — BROKEN D — DOTTED/DOUBLE 3RD DIGIT COLOR W — WHITE Y — YELLOW B — BLACK EXAMPLE: 4SW = 4" SOLID LINE WHITE—MULTI—COMPONENT GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. UAIL KLVIZ�IUN i nereoy cernry mar rms pian, specuconon, or reporr was UUAV BY: prepared by me or under my direct supervision and that CJJ Hakanson Anderson PAVEMENT MARKING NOTES AND KEY SHEET am a duly Licensed Professional�=der ws 2022 STREET AND SIDEWALK29of rhe State of M nesota.DRAWN BY: CIVII Engineers and Land Surveyors or SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT C RAIG4 J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 50 Date J5/22 Lic. No. 23461 TAE www.hakanson-anderson.com MONTICELLO, MINNESOTA SHEETS M0301 GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. 2 KEY. SHEET 29 FOR PAVEMENT MARKING NOTES AND REFERENCE NOTES: 1) STRIPING SHALL BE 3' LONG WITH 12' GAP. 4SW 4SW — — — CROSSWALK SEE 1 4SW 29 soft L L L 0+00 �0 + 3+00 6+00 7+00 1 �– I r I --_ i - -- – -- — — —— – SEE 1�---- – – -- – ------ �Iz— — — — — — — 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 I 11.5' 11.5' – – – – – – – – – – – – – – SEE1Q e — — — — — — — — — — — — — — — — — — — — n n f Y \ 30 0 30 60 SCALE IN FEET MATCH EXISTING STRIPING zl 30 0 30 60 y SCALE IN FEET 3 DATE REVISION f I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that DESIGNED BY: CJJ Hakanson Anderson STRIPING PLAN SHEET i am a duly Licensed Professionalreer under the laws of the State of M nesota. Ell_. Civil Engineers and Land Surveyors 2022 STREET AND SIDEWALK 30 SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT EAST BROADWAY STREET of CRAIG J. JOC UM, P.E. 23461 Date 2/5/22 Lic. No. CHECKED B: TAE 763-427-5860 FAX 763-427-0520 www.hakanson–anderson.com MONTICELLO, MINNESOTA sHrJEOs / / — — — — — — — — — �Iz— — — — — — — 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 I 11.5' 11.5' – – – – – – – – – – – – – – SEE1Q e — — — — — — — — — — — — — — — — — — — — n n f Y \ 30 0 30 60 SCALE IN FEET MATCH EXISTING STRIPING zl 30 0 30 60 y SCALE IN FEET 3 DATE REVISION f I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that DESIGNED BY: CJJ Hakanson Anderson STRIPING PLAN SHEET i am a duly Licensed Professionalreer under the laws of the State of M nesota. Ell_. Civil Engineers and Land Surveyors 2022 STREET AND SIDEWALK 30 SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT EAST BROADWAY STREET of CRAIG J. JOC UM, P.E. 23461 Date 2/5/22 Lic. No. CHECKED B: TAE 763-427-5860 FAX 763-427-0520 www.hakanson–anderson.com MONTICELLO, MINNESOTA sHrJEOs M0301 F407] 407 k P-nH X11 N - w w Q_ F- V) Z Z J 314 314 313 307 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER (1 GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: (j)SEE CITY STANDARD PLATE 6004 ON SHEET 5. (2) SEE CITY STANDARD PLATE 6006 ON SHEET 5. �3 CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 20 0 20 40 SCALE IN FEET M0301 k INLET PROTECTION 1 SILT FENCE 4TH STREET 38LF CONCRETE CURB AND GUTTER P -0H D -o"P-or P-ary �c-0H -- p -L3 8 v-ory ` ---- - 5' WALK _ m 3 INLET PROTECTION 1 a 654 SF 4" CONCRETE WALK w 41 SF 6" CONCRETE WALK Q N 10 SF TRUNCATED DOMES n1 Z Z J z CONSTRUCTION PLAN � 400 318 20 0 20 40 SCALE IN FEET 3 DATE f REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I DESIGNED BY: CJJ Hakanson Anderson SIDEWALK CONSTRUCTION PLAN SHEET of a duly Licensed Professional�nderws2022 of }he State of M nesota.DRAWN BY: CIVII Engineers and Land Surveyors STREET AND SIDEWALK 31 SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT AREA 1 - 4TH ST or CRAIG J. JOC UM, P.E. 23461 CNECNED BY: TAE 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com MONTICELLO, MINNESOTA SO SHEETS Date Lic. o. N M0301 218 212 SAWCUT 20LF BITUMINOUS PAVEMENT SAWCUT AND REMOVE REMOVE 283 SF BITUMINOUS PAVEMENT a 201-F CONCRETE CURB AND GUTTER SAWCUT 9LF CONCRETE PAVEMENT SAWCUT 5LF CONCRETE PAVEMENT REMOVE 71 SF CONCRETE PAVEMENT REMOVE 67 SF CONCRETE PAVEMENT 4TH STREETgas \ 0 _ - - _ _�L— —_� _ P -OH P -OH P-44, _ `__-- SAWCUT AND REMOVE 18LF CONCRETE CURB SAWCUT AND AND GUTTER REMOVE 18LF CONCRETE CURB SAWCUT 51-F CONCRETE PAVEMENT AND GUTTER REMOVE 60 SF CONCRETE PAVEMENT SAWCUT 10LF CONCRETE PAVEMENT SAWCUT 10LF CONCRETE PAVEMENT REMOVE 45 SF CONCRETE PAVEMENT REMOVE 155 SF CONCRETE PAVEMENT SAWCUT 10LF CONCRETE PAVEMENT REMOVE 150 SF CONCRETE PAVEMENT 206 REMOVAL PLAN 216 212 Rr [32 1 SAWCUT 5LF CONCRETE PAVEMENT REMOVE 75 SF CONCRETE PAVEMENT P -OH — - OH P_ off 16" SAWCUT AND g REMOVE 22LF CONCRETE CURB AND GUTTER z4y 206 321 SEE SHEET 33 LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER �2 GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. 2. SIDEWALK CONSTRUCTION AT DRIVEWAYS SHALL BE PER SHEETS 47-50. REFERENCE NOTES: (I)SEE CITY STANDARD PLATE 6004 ON SHEET 5. 02 CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. Y \ 20 0 20 40 SCALE IN FEET 201-F CONCRETE CURB AND GUTTER 55 SF 4" CONCRETE WALK 35 SF 6" CONCRETE WALK 22LF CONCRETE INLET PROTECTION 1 CURB AND 10 SF TRUNCATED DOMES / \ GUTTER 4TH STREET a a 0 HP -OH P -OH P=01L� P -OH P-0 18LF CONCRETE 6" CURB AND o GUTTER -- 18LF CONCRETE g. CURB AND ° D r 61 SF 4" CONCRETE WALK GUTTER Z 155 SF 4" CONCRETE WALK 61 SF 4" CONCRETE WALK N 45 SF 4" CONCRETE WALK 283 SF 8" CONCRETE WALK M nl MI f 150 SF 4" CONCRETE WALK z = zos CONSTRUCTION PLAN 206 SEE SHEET 33 20 20 40 y SCALE IN FEET 3 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: SIDEWALK REPLACEMENT PLAN SHEET f prepared by me or under my direct supervision and that Hakanson Anderson 32 am a duly Licensed Professionalreer under the laws CJJ 2022 STREET AND SIDEWALK i of the State of M nesota. CH_. BY: Civil Engineers and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT AREA 2 — 4TH ST 763-427-5860 FAX 763-427-0520 CRAIG J. JOC UM, P.E. CHECKED BY: 50 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 SAWCUT 5 LF CONCRETE PAVEMENT (3 25 SF 4" CONCRETE WALK SAWCUT 1OLF CONCRETE PAVEMENT REMOVE 25 SF CONCRETE PAVEMENT SAWCUT 1OLF CONCRETE PAVEMENT SAWCUT 1OLF CONCRETE PAVEMENT REMOVE 110 SF CONCRETE PAVEMENT REMOVE 210 SF CONCRETE PAVEMENT SEE SHEET 32 200 N COLORED CONCRETE (PROTECT) 400 WALNUT STREET SAWCUT 42 LF CONCRETE PAVEMENT (j REMOVAL PLAN SAWCUT 12 LF CONCRETE PAVEMENT (3 WALNUT STREET 210 SF 4" CONCRETE WALK 104 SF 6" CONCRETE WALK 10 SF TRUNCATED DOMES SAWCUT AND REMOVE 1OLF CONCRETE CURB AND GUTTER 1OLF CONCRETE CURB AND GUTTER LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER (2 GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. REFERENCE NOTES: 1Q SEE CITY STANDARD PLATE 6004 ON SHEET 5. Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. Q IN ALL AREAS WHERE CONCRETE SIDEWALK IS BEING REMOVED NEXT TO THE COLORED CONCRETE, A SAWCUT SHALL BE MADE ALONG EDGE OF CONCRETE SIDEWALK AND COLORED CONCRETE. 20 0 20 40 SCALE IN FEET 20 0 20 40 SCALE IN FEET a n I 400 z CONSTRUCTION PLAN y ` 3 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: SHEETSIDEWALK REPLACEMENT PLAN f prepared by me or under my direct supervision and that I CJJ A■ Hakanson Anderson am a duly Licensed Professionalreer under the laws 1 2022 STREET AND SIDEWALK 33 i of the State of M nesota. BRAWN BY: 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 of 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT AREA 2 — WALNUT ST CRAIG J. JOC UM, P.E. CHECKER BY: 50 Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 SAWCUT 21LF BITUMINOUS PAVEMENT REMOVE 124 SF BITUMINOUS PAVEMENT SAWCUT AND REMOVE 19LF CONCRETE CURB AND GUTTER CATE POWER POLE (BY OTHERS) a 0 a= Cow 0 00 tx SAWCUT AND REMOVE 20LF CONCRETE CURB AND GUTTER II� WASHINGTON STREET RELOCATE RAILROAD SIGN ►iIIMA[oP/_1aA_1\ SAWCUT 51-F CONCRETE PAVEMENT REMOVE 155 SF CONCRETE PAVEMENT PROTECT TREE LEGEND Mill REMOVE AND REPLACE CONCRETE CURB AND GUTTER (2 GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. 2. SIDEWALK CONSTRUCTION AT DRIVEWAYS SHALL BE PER SHEETS 47-50. REFERENCE NOTES: Q1 SEE CITY STANDARD PLATE 6006 ON SHEET 5. Q CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. 20 0 20 40 SCALE IN FEET i tg I i CONSTRUCTION PLAN 20 0 20 40 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: SIDEWALK CONSTRUCTION PLAN SHEET - prepared by me or under my direct supervision and that CJJ Hakanson Anderson 2022 STREET AND 34 s am a duly Licensed Professional =undersupervision wsof the State of s nesotaNNAWNBY: CIVII Engineers and Land Surveyors SIDEWALK IMPROVEMENT 2 SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 of 763-427-5860 FAX 763-427-0520 AREA 3 - WASHINGTON ST PROJECT 5 CRAIG J. JOC UM, NP.E. CHECKED BY: 0 Date Lic. o. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 CHELSEA RD -r+o - 2+00 — ---° ----� _-----BBo-G ---- / / ---------------95<r---------------------- 959—/ i-9so-- X PROTECT TREE REMOVAL PLAN SAWCUT AND REMOVE 23LF CONCRETE CURB AND GUTTER LEGEND ■■■■ REMOVE AND REPLACE CONCRETE CURB AND GUTTER (�) GENERAL NOTES: 1. SEE SHEET 3 FOR GENERAL CONSTRUCTION NOTES. 2. SIDEWALK CONSTRUCTION AT DRIVEWAYS SHALL BE PER SHEETS 47-50. REFERENCE NOTES: 1Q SEE CITY STANDARD PLATE 6004 ON SHEET 5. (2) SEE CITY STANDARD PLATE 6006 ON SHEET 5. Q3 CURB REMOVAL AREAS ARE APPROXIMATE. FINAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. SEE SHEET 3 FOR ADDITIONAL CONSTRUCTION NOTES. CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STANDARD PLATE 5005 ON SHEET 5. CONSTRUCT CURB ADJACENT TO CATCHBASINS PER CITY STANDARD PLATE 5004 ON SHEET 5. Y \ 20 0 20 40 SCALE IN FEET a 2094 SF 4" CONCRETE WALK—/ n n f z CONSTRUCTION PLAN 20 ° z° `° SCALE IN FEET 3 DATE REVISION f I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that DESIGNED BY: CJJ pof Hakanson Anderson 2022 STREET AND SIDEWALK CONSTRUCTION PLAN SHEET 35 am a duly Licensed Professional�nderws the State of M nesota.DRAWN BY: 1 Civil Engineers and Land Surveyors SIDEWALK IMPROVEMENT of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 AREA 4 — CHELSEA RD CRAIG J. JOC UM, P.E. Date?/5/22 Lic. No. 23461 CHECKED TAE 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com PROJECT MONTICELLO, MINNESOTA 50 SHEETS M0301 II v a6. 10 SF TRUNCATED DOMES 79 SF 6" CONCRETE WALK 20 SF 4" CONCRETE WALK 1 DEER ST AND BAKKEN ST NE 36 i a BAKKEN ST AND BADGER ST 36 10 SF TRUNCATED DOMES 62 SF 6" CONCRETE WAL 20 SF 4" CONCRETE \ J J / 1 / / 7 2 BEAR AVE AND BAKKEN ST SW 36 > I J1I s TROY MARQUETTE DR AND BAKKEN ST W x s TROY MARQUETTE DR AND BAKKEN ST E 36 I 36 10 0 10 20 SCALE IN FEET J 78 SF 6" CONCRETE WALK 10 SF TRUNCATED DOMES /a 10 SF TRUNCA /X\ �J 20 SF 4" CONCRETE WALK Z J \7 JJ � 7 J / 3 BEAR AVE AND BAKKEN ST NE 36 UAIt Kt V,,,UN i nereaprepared by m mar under pian, direct supervision or report was DulO„EDDY: PEDESTRIAN RAMP CONSTRUCTION PLANS SHEET prepared by ce or under my direct supervision and that CJJ Hakanson Anderson of a duly Licensed Professional ngineer under the laws 2022 STREET AND SIDEWALK 36 of the State of M nesota. DRAWN BY: CIVII Engineers and Land Surveyors OF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22 Lic. No. 23461 TAE WWW.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 / �J 20 SF 4" CONCRETE WALK Z J \7 JJ � 7 J / 3 BEAR AVE AND BAKKEN ST NE 36 UAIt Kt V,,,UN i nereaprepared by m mar under pian, direct supervision or report was DulO„EDDY: PEDESTRIAN RAMP CONSTRUCTION PLANS SHEET prepared by ce or under my direct supervision and that CJJ Hakanson Anderson of a duly Licensed Professional ngineer under the laws 2022 STREET AND SIDEWALK 36 of the State of M nesota. DRAWN BY: CIVII Engineers and Land Surveyors OF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 rj0 Date 2/5/22 Lic. No. 23461 TAE WWW.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 103 SF 6" CONCRETE WALK 16 SF TRUNCATED DOM CT) TROY MARQUETTE DR CUL—DE—SAC 37 \ /100 SF 6" CONCRETE WALK 7 20 SF TRUNCATED DOMES / 2 WILDWOOD WAY STA 2+00 37 > s I - -� 10 SF TRUNCATED DOMES 62 SF 6" CONCRETE WALK _ n A A A WILDWOOD WAY AND TROY MARQUETTE DR S REFERENCE NOTES: CONTRACTOR SHALL \ SALVAGE AND REINSTALL EXISTING LANDSCAPING TO > — MATCH NEW PAVEMENT. LANDSCAPING — THIS ITEM WILL BE PAID n — > PER ITEM 2104—SALVAGE n > AND REPLACE LANDSCAPING. > 0000 \\ OO 45 SF 6" CONCRETE WALK r� > 16 SF TRUNCATED DOMES O O O Q O n O \ 00 0 OT 97 SF 6" CONCRETE WALK O 0 A O 00 10 SF TRUNCATED DOMES °' a _ \ LANDSCAPING 1 0 z O 0 0 O O A 21 SF 4" CONCRETE WALK O ^ O / 79 SF 6" CONCRETE WALK / ^ \� / 7 A n 16 SF TRUNCATED NCATED DOMES Y J � 1 1 4 WILDWOOD BLVD AND TROY MARQUETTE DR S 5 WILDWOOD BLVD AND JASON AVE S 6 HAWTHORNE PL N CUL—DE—SAC 37 '3 7 I 37 Y 10 0 10 20 7 i SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: PEDESTRIAN RAMP CONSTRUCTION PLANS SHEET prepared by me or under my direct supervision and that CJJ PEDESTRIAN Anderson am a duly Licensed Professional =underws 2022 STREET AND SIDEWALK 37of the State of s nesotaDNAWN BY: Aij CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 °F 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT G CRAIG J. JOC UM, P.E. CHECKED BY: 5O Y Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 34 SF 6 CONCRE v r 16 SF TRUNCATED DOMES 1 ENDICOTT TR AND BRIAR OAKES BLVD NE 38 4 EASTWOOD LN STA 2+50 E 38 LANDSCAPING1� r2 SHADY OAK CIR CUL—DE—SAC 38 � n I In n n I I — 1 I 57 SF 6" CONCRETE WALK^ n LANDSCAPING 1I 0 O C O REFERENCE NOTES: 10 CONTRACTOR SHALL SALVAGE AND REINSTALL 1 EXISTING LANDSCAPINf' T^ MATCH NEW PAVEMEN THIS ITEM WILL BE Pi I PER ITEM 2104—SALV, AND REPLACE I LANDSCAPING. II I NDSCAPING 1Q �I / n n / n 16 SF TRUNCATED DOMES / D — 5 EASTWOOD CIR CUL—DE—SAC 38 3 EASTWOOD LN STA 2+50 W 38 6 EASTWOOD CIR STA 5+50 38 }0 0 10 20 SCALE IN FEET j UAIt KtVIJIUN i eparenereDby m mar under pion, direct Conon, or and was D1,5101,11 BY: PEDESTRIAN RAMP CONSTRUCTION PLANS s"LLT � prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Professional ngineer under the laws 2022 STREET AND SIDEWALK 38 i of the State of M neso}a. „PAWN BY: 1 CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 °F 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT G CRAIG J. JOC UM, P.E. CHECKED BY: 5O Y Date 2/5/22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 �Y 117 SF 6" CONCRETE WALK--" \ 1 EAST BROADWAY AND RIVERVIEW DR S 39 74 SF 6" CONCRETE WALK 16 SF TRUNCATED DOMES 21 EAST BROADWAY AND RIVERVIEW DR N 39 `zEy1111111111:iari 01 163 SF 6" CONCRETE W, �3 HART BLVD AND RIVERVIEW DR W 39 10 0 10 20 SCALE IN FEET UAIt Kt VIZ)IUN i nereaprepared by m mar under pian, irecir COTIon,supervision or report was DUID„EDDY: PEDESTRIAN RAMP CONSTRUCTION PLANS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional�=,vs 2022 STREET AND SIDEWALK of the State of M nesoto.DRAW„ BY: Civil Engineers and Land Surveyors OF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG4 J. IJOCIUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date 2/5/22 Lic. No. 23461 TAE HI www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 \ 117 SF 6" CONCRETE WALK--" \ 1 EAST BROADWAY AND RIVERVIEW DR S 39 74 SF 6" CONCRETE WALK 16 SF TRUNCATED DOMES 21 EAST BROADWAY AND RIVERVIEW DR N 39 `zEy1111111111:iari 01 163 SF 6" CONCRETE W, �3 HART BLVD AND RIVERVIEW DR W 39 10 0 10 20 SCALE IN FEET UAIt Kt VIZ)IUN i nereaprepared by m mar under pian, irecir COTIon,supervision or report was DUID„EDDY: PEDESTRIAN RAMP CONSTRUCTION PLANS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional�=,vs 2022 STREET AND SIDEWALK of the State of M nesoto.DRAW„ BY: Civil Engineers and Land Surveyors OF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG4 J. IJOCIUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date 2/5/22 Lic. No. 23461 TAE HI www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 1 EAST BROADWAY AND RIVERVIEW DR S 39 74 SF 6" CONCRETE WALK 16 SF TRUNCATED DOMES 21 EAST BROADWAY AND RIVERVIEW DR N 39 `zEy1111111111:iari 01 163 SF 6" CONCRETE W, �3 HART BLVD AND RIVERVIEW DR W 39 10 0 10 20 SCALE IN FEET UAIt Kt VIZ)IUN i nereaprepared by m mar under pian, irecir COTIon,supervision or report was DUID„EDDY: PEDESTRIAN RAMP CONSTRUCTION PLANS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional�=,vs 2022 STREET AND SIDEWALK of the State of M nesoto.DRAW„ BY: Civil Engineers and Land Surveyors OF SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG4 J. IJOCIUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date 2/5/22 Lic. No. 23461 TAE HI www.hakanson—anderson.com MONTICELLO, MINNESOTA SHEETS M0301 600' ROAD WORK AHEAD W20-1 60 0 60 120 SCALE IN FEET UAI L KLVIZ)IUN , nereoy cemTy mar rms pian, speciTicaTion, or rsporr was ULSIGNLN NT: TRAFFIC CONTROL x prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Professional ngineer under the laws 2022 STREET AND SIDEWALK of the State of M nesota. DRAWN BY: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CRAIG J. JOC UM, P.E. C 711 BY: 763-427-5860 FAX 763-427-0520 Date J5�22 Lic. No. 23461 TAE www.hakanson—anderson.com MONTICELLO, MINNESOTA M0301 3 BACK OF CURB FLOW LINE FRONT OF GUTTER NOI WA S FLARE FLARE 01 0„ 0„ � A PERPENDICULAR A� U U 0" 0" CU U I A TIERED PERPENDICULAR (D 0" 0" O C PARALLEL CURB OR VAR. 4' 0" MIN. CURB AND RAMP REQUIRED LANDING GUTTER 1/4" R"!f; 0002 SFT./FT. MAX. FT./FT. AND FT./FT PREFERRED NAL SECTION AA PERPENDICULAR/TIERED/DIAGONAL CURB OR CURB AND VAR. 4' 0" MIN. GUTTER 1/4" R. RAMP REQUIRED LANDING 0.02 dFTo/FT.a AX. >0.02 FT./FT. AND <0.05 FT./FT PREFERRED 6" CONCRETE WALK 4' 0" MIN. REQUIRED LANDING 1 /d" R \-0.02 FT./FT. MAX. 6" CONCRETE WALK SECTION CC PARALLEL/DEPRESSED CORNER FAN 10 MODIFIED FAN 10 USED WHEN RIGHT—OF—WAY IS CONSTRAINED SECTION B -B DEPRESSED CORNER FAN NON—WALKABLE WALK OR WALKABLE Q SURFACE O 2% O MAX. WALK ® / 0 NON—WALKABLE OR WALKABLE Xo- DIAGONAL SURFACE 2% MAX.SHALL ONLY BE USED AFTER ALL OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR_) CHANGES AIND IFOTF{EAAPPROACOHINOGFWALKPIS INVERSE GRADENGREATERPTHANR2%ER HAffVV 5.0%, INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURBAPPLICAEJLEWITH WHEN THEFROM INITIAL RAMP RUNNINGBEING S OPE IS OVERPREFERRED 50 DISTANCE, ONLY SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETEPOUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6 FOR ALL SEPARATELY POURED INITIAL LANDINGS. WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24 IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PA,j WIDTH OF SHARED—USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3' MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WRNINPS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0' — 3 OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. O1 MATCH FULL HEIGHT CURB. O2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. ® SEE SHEET 4 OF 6 TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CUBS. !� DETECTABLE WARNINGS MAY BE PART OF THE 4' X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) 0 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN AbJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. ® A 7' MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. Q9 PAVE FULL WALK WIDTH. "S" SLOPES ON 10 EVALUATED AND FANS SHALL ONLY TIBE CAL. USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN DEE11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT - WALKABLE OR KABLE SURFACE ® FLARE NON- WALKABLE Of ® WALKABLE SURFAC FLARE U U 0" 0" CU U I A TIERED PERPENDICULAR (D 0" 0" O C PARALLEL CURB OR VAR. 4' 0" MIN. CURB AND RAMP REQUIRED LANDING GUTTER 1/4" R"!f; 0002 SFT./FT. MAX. FT./FT. AND FT./FT PREFERRED NAL SECTION AA PERPENDICULAR/TIERED/DIAGONAL CURB OR CURB AND VAR. 4' 0" MIN. GUTTER 1/4" R. RAMP REQUIRED LANDING 0.02 dFTo/FT.a AX. >0.02 FT./FT. AND <0.05 FT./FT PREFERRED 6" CONCRETE WALK 4' 0" MIN. REQUIRED LANDING 1 /d" R \-0.02 FT./FT. MAX. 6" CONCRETE WALK SECTION CC PARALLEL/DEPRESSED CORNER FAN 10 MODIFIED FAN 10 USED WHEN RIGHT—OF—WAY IS CONSTRAINED SECTION B -B DEPRESSED CORNER FAN NON—WALKABLE WALK OR WALKABLE Q SURFACE O 2% O MAX. WALK ® / 0 NON—WALKABLE OR WALKABLE Xo- DIAGONAL SURFACE 2% MAX.SHALL ONLY BE USED AFTER ALL OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR_) CHANGES AIND IFOTF{EAAPPROACOHINOGFWALKPIS INVERSE GRADENGREATERPTHANR2%ER HAffVV 5.0%, INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURBAPPLICAEJLEWITH WHEN THEFROM INITIAL RAMP RUNNINGBEING S OPE IS OVERPREFERRED 50 DISTANCE, ONLY SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETEPOUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6 FOR ALL SEPARATELY POURED INITIAL LANDINGS. WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24 IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PA,j WIDTH OF SHARED—USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3' MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WRNINPS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0' — 3 OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. O1 MATCH FULL HEIGHT CURB. O2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. ® SEE SHEET 4 OF 6 TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CUBS. !� DETECTABLE WARNINGS MAY BE PART OF THE 4' X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) 0 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN AbJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. ® A 7' MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. Q9 PAVE FULL WALK WIDTH. "S" SLOPES ON 10 EVALUATED AND FANS SHALL ONLY TIBE CAL. USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN DEE11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT 3 WALKABLE SURFACE O 2' MAX 10 O„ O7 S 0" O 8 �J ® SUURFACELKABLE C� 0- WW O �pF�Fss' oll2 0" 5 MAX O 10 COMBINED DIRECTIONAL BACK OF CURB FLOW LINE ICamlovA KSIZIA DIRECTIONAL RAMP WALKABLE FLARE FRONT OF GUTTER IF NON—CONCRETE BLVD. IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB. GRADE GRADE RAMP BREAK RAMP BREAK MAX. 2.0% SLOPE Q MAX. 2.07 SLOPE N ALL DIRECTIONS LJ 1_ IN ALL DIRECTIONS NON—WALKABLE SURFACE m&__E . . . . ............... - u STANDARD ONE-WAY DIRECTIONAL Q NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CPAR_) CHANGES AIND IFOTFEAAPPROACOHINGFWALKPIS INVERSE GRADENING SLOPES GREATER HAffVV 5.0%, INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB THEEMINITIALBRAMPORUNNIINGBSLOPE IS OVERE50% DISTANCE, ONLY SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1./4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE CASTI INITIAL RAMPS INITIAL SIDEWALK REINFORCEMENT DETAILS CONSTRUCTED ESSHEET LANDINGS THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3 LONG RAMP LENGTH. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTESQO & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. O1 MATCH FULL CURB HEIGHT. Q 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USINGA 4' LONG RAMP. O 4" PRE FIERR DUM U(7' MIN.RB H((DISTANCEIREQUIREDCBETWEEEN DOMESE REQUIRED BETWEEN DOMES) ® THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. O WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHALL BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK SHOULD WHEN NUSIED OVOERWV WAY REDUCE TRIPPING HAZARDSINANDOFRILIOTATEESNOWR& ICEMREMUOVALPERS MAX. 2.07 SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. WALKABLE 0" 0" FLARE ® 8% TO 10% WALKABLE FLARE. O 11 O PEDESTRIAN I Q9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. PUSH BUTTON � 10 FRONT EDGE OF pETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKVLE — —PEDESTRIAN PATH SURFACE, AND 5 MAXIMUM WHEN ADJACENT TO NON—WALKABLE SURFACE WITH ONE CORNER SET 3 FROM DETECTABLE WARNING PLACEMENT WHEN — — _ — — — OF TRAVEL BACK OF CURB. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY SETBACK CRITERIA IS EXCEEDED 1© IMPAIRED. ONE—WAY DIRECTIONAL WITH DETECTABLE 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS WARNING AT BACK OF CURB S SET 3 FROM BACK OF CURB. IF 9' SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 1© FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 1.0% MIN. 2.0% MAX VAR. RAMP ,N—WALKABLE OR ,LKABLE SURFACE BACK OF CURB F2.O3.0% 6" CONCRETE WALK FLOW LINE GUTTER SLOPE FRONT OF GUTTER SECTION D -D CURB FOR DIRECTIONAL RAMPS 14 SEMI- DIRECTIONAL RAMP OO ®O 3' DOME SETBACK, 4' LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) 1© THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3 BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. 15 PLACE 2 NO. 4 BARS 4 INCHES FROM SIDE OF FORMS WITH A MINIMUM 2 INCHES OF CONCRETE COVER ALONG EACH SIDE OF FLARE (INCIDENTAL). THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT 3 INSET B VAR. RAMP 6" CONCRETE WALK ® BACK OF CURB/ EDGE OF WALK PROJECTED FRONT OF GUTTER FLOW LINE 0 01/4" 1 5% MtX° p o °7 24" 1 8-12" INSET B OUTFLOW GUTTER 20' MAX. RECOMMENDED TO NOT AFFECT PARKING HOLD TANGENT 5' PAST OUTSIDE ZERO 1:3 MIN. TAPER (DOWNSTREAM SIDE) — 0 z Y a a H U Ll 0 Z 0 w 0 w 0 0 U LdX Q 0 N FRONT OF GUTTER INSET A 1/4" FLOW LINE 2-5% o� ' a o 24" 8-12" PERPENDICULAR 01 1/4" MIN. TO 1/2" MAX. 0 a o o d o 0 d o a o a a ° 4o4' e d o o d a 0 INSET A 1:3 MIN. TAPER 1:5 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO U SMALL RADIUS U- U- 2'-10' TYPICAL < Elf w Ll L' W o V) z w 0 0 U N LARGE I 0 20'-40' T ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 11 DIRECTION OF TRAFFIC MAIN STREET INSET A BACK OF CURB/ FRONT OF GUTTER EDGE OF WALK ® O FLOW LINE ® 1/4„ 4 2-3% 1/4" °° ap 24" 8-12" INSET A FRONT OF GUTTER BACK OF CURB/® O BACK OF CURB/ EDGEOFWALK FLOWOLINE EDGEOFWALK 1/4„ 3% X1/4„ ° °o o ° > °o po 1/4„ 7" 0 24" 8-12" NON PERPENDICULAR (2) FOR CURB MACHINE PLACEMENT AROUND RADIUS 03 PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE) MILL VERTICAL Q & EDGE EXISTING BIT. 2" BITUMINOUS PAVEMENT MILL & PATCH I RMa D o D 0 D o D o O o D O D D d a o d a o d a o d a o d o 4 a ° d° d n d d d � 0 � 0 24"MIN. SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT VARIARI F DFPTH SAWCUT BIT. PAVEMENT ® & EXISTING BIT. REMOVE & REPLACE PAVEMENT BIT. PAVEMENT D o O o D o O o D o O o D O o 0 0 Q d o 0 d o 4 d a o1 d a o 0 a d 0 d 0 0 d e d e d 24 MIN SAWCUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT a a a s a a s a o O oo O o 0 0o O o O o t e a a d a d 0 a t/ v a o a s a a s a a s a s a a o O o O o O o O o O o O o 0 0 9i o - IVIIIV. ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS COMBINED DIRECTIONAL 10 (COMPOUND RADIUS) NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR) AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. 01 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 02 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. Q BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS. ® THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 05 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 07 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO. 4 EPDXY—COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1' MINIMUM FROM ALL JOINTS. 10 HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON—STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 3 LANDING WALKABLE - - WALKABLE FLA/8-10% FLARE RAMP WALKABLE WALKABLE SURFACE 8-10% SURFACE F RETE FLARE 2 1 2 PAVED FLARES ADJACENT TO WALKABLE SURFACE LANDING L - - - - J NON—WALT8-10% LE RAMP NON—WALKABLE SURFASURFACE 8-10% ONCRETE m CONCRETE FLARE FLARE 1' MINIMUM PAVED FLARES ADJACENT TO NON—WALKABLE SURFACE r----1 LANDING L - - - - J � RAMP � NON—WALKABLE NON—WALKABLE SURFACE SURFACE 8-10% 8-10% GRADED GRADED FLARE FLARE MATCH INPLACE CURB HEIGHT CURB TApeR 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) RETURNED CURB TYPICAL SIDE TREATMENT OPTIONS ()@ TL COP MATCH INPLACE / CURB HEIGHT — — — — — — — — TAPER DETECTABLE EDGE WITH CURB AND GUTTER RADIAL DETECTABLE WARNING OF \D EDGE OF ROAD RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER SECTION B—B SIDE TREATMENT) PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH DETECTABLE WARNINGS 13 18 13 � 11 0 o p A o a NEAREST RAIL a o o 0 p Do o e°p 4' 8.5" ° p CROSSING p SURFACE PEDESTRIAN GATE ARM RAILROAD O GATE ARM I 1-4.5 14— 4. I 8.75' _ 15 DETECTABLE RAILROAD CROSSING PLAN VIEW NOTES: INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT. INCREASE CURB TAPER LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON—WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Ol 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. O2 FULL CURB HEIGHT. O3 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. ® TYPICALLY USED FOR MEDIANS AND ISLANDS. O5 WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. © IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED—USE PATH TO PROVIDE VISUAL CONTRAST. O7 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO—INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3—INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. ® DRILL AND GROUT 1 — NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. O9 DRILL AND GROUT 2 — NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 10 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (I.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE TAPER AT 0"-3" AT 8-10%, THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. 11 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15' MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 1� WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2' FORM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 11 . CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED—USE PATH. 14 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. 15 SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. 16 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A—E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. GRADED FLARES LANDING 1/2" CURB DESIGN V - - - - CURB DESIGN V TURF OR CONCRETE SEE PEDESTRIAN SEE PEDESTRIAN APPROACH NOSE RAMP APPROACH NOSE DETAIL DETAIL NON—WALKABLE NON—WALKABLE SURFACE m SURFACE 2 1 2 RETURNED CURB TYPICAL SIDE TREATMENT OPTIONS ()@ TL COP MATCH INPLACE / CURB HEIGHT — — — — — — — — TAPER DETECTABLE EDGE WITH CURB AND GUTTER RADIAL DETECTABLE WARNING OF \D EDGE OF ROAD RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER SECTION B—B SIDE TREATMENT) PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH DETECTABLE WARNINGS 13 18 13 � 11 0 o p A o a NEAREST RAIL a o o 0 p Do o e°p 4' 8.5" ° p CROSSING p SURFACE PEDESTRIAN GATE ARM RAILROAD O GATE ARM I 1-4.5 14— 4. I 8.75' _ 15 DETECTABLE RAILROAD CROSSING PLAN VIEW NOTES: INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT. INCREASE CURB TAPER LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON—WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Ol 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. O2 FULL CURB HEIGHT. O3 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. ® TYPICALLY USED FOR MEDIANS AND ISLANDS. O5 WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. © IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED—USE PATH TO PROVIDE VISUAL CONTRAST. O7 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO—INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3—INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. ® DRILL AND GROUT 1 — NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. O9 DRILL AND GROUT 2 — NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 10 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (I.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE TAPER AT 0"-3" AT 8-10%, THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. 11 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15' MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 1� WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2' FORM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 11 . CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED—USE PATH. 14 3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. 15 SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. 16 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A—E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. 3 1:3 EXISTING �1/2" R. WALK a 1' R. 4A .� V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS 'EXISTING ' 1/2" R WALK . ° 1' R. a .t o, epee a 0'0 .6. V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS VARIABLE HEIGHT H 6" VARIABLE HEIGHT H 6 iezll R R. V CURB INTERSECTION EXISTING BUILDING EXISTING WALK.. 3 e ,p•e •ne ep ope" V CURB ADJACENT TO BUILDING OR BARRIER 4' MIN. 4' MIN. LANDING LANDING DISTANCE FROM APS PUSH DISTANCE FROM APS PUSH 6" WIDE B BUTTON TO EDGE OF SIDEWALK 6"V—CURB " WIDE BUTTON TO EDGE OF SIDEWALK V—CURB MUST NOT EXCEED 10 INCHES CURB q MUST NOT EXCEED 10 INCHES 1:2 1:2 6" WIDE 6" WIDE V—CURB V—CURB 4" PUSH BUTTON STATION POLE 18" WIDE BY 18" LONG, q MIN. 12" THICK CONCRETE. 30" X 30" SQUARE MODIFY THE PUSH BUTTON 4" PEDESTAL POLE B PEDESTAL FOUNDATION PLAN VIEW STATION TO ALLOW A (LINE UP CENTER OF POLE ((MUST BE FLUSH WITH SQUARE FOUNDATION. WITH THE BACK OF V -CURB) 7HE SURROUNDING WALK) PLAN VIEW APS PUSF MOUNTING (SADDLE , 6" WIDE V—CURB SECTION B -B SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) APS PUSH BUTTON MOUNTING SPACERS - (SADDLE ADAPTORS) 18" WIDE CONCRETE TO MATCH HEIGHT OF ADJACENT 6" WIDE V—CURB TOP OF WALK SECTION A -A PUSH BUTTON STATION (V -CURB) CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W G 6" 4" > 6" 6" VARIABLE HEIGHT H INSET A EXISTING SIDEWALK i LANDING RAMP I OT RAMP \ — — LENGTH —_J 6" TRANSITION PANEL ®Q 6.0' (VAR.) N NOTES: SET A A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT—OF—WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. (�1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A—E EXPANSION. LEAVE A MINIMUM 1/2" TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER MNDOT SPEC 3722. ® THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS 1' LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. O TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. QT TRANSITION PANEL(S) — TO BE USED FOR TRANSITIONING THE CROSS—SLOPE OF A RAMP TO THE EXISTING WALK CROSS—SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. 4.5% (VAR.) J 3 r1 ol CURB LINE AND ROAD CROSSING ADJUSTMENTS FLOW LINE PROFILE RAISE TWIN PERPENDICULARS PEDESTRIAN RAMP 1.0% MIN. 1.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. FLOW LINE PROFILE RAISE - FAN GENERAL NOTES: "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING' OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. MILL & OVERLAY PROJECTS: "TABLING' OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 11.0% MIN. CROSS -SLOPE OF THE ROAD 2 5.0% MAX. CROSS -SLOPE OF THE ROAD 3 TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 11.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD 2 1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE 3 5.0% RECOMMENDED MAX. FLOW LINE 4 LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL 6" WALK 6„ a a 2„ MIN. ° 3„ 7V2y a°vaa SECTION VIEW AA THICKENED SECTION THROUGH CURB RAMP FLARES END SILL CURB AT TOP OF CURB RAMP AND DRIVEWAY FLARES. 36" MAX. PROPOSED PAR CURB AND GUT 12" o a a a a a a a 0 0 0 T/2 PROPOSED PAR CURB AND GUTTER CURB RAMP REINFORCEMENT DETAILS Q® 6" CONCRETE WALK 4" MINIMUM AGGREGATE BASE a . . TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER SAWCUT a o EXISTING AND GUTTER 3" MIN. 3MIN. a a s a s a a s SAWCUT CURB AND GUTTER REINFORCEMENT 36" MAX. 3 ° -- LANDING sem° o 36" MAX. 12' moo° 36" MAX. 36" MAX. 12" 12" JLI-'AKA I L LAINUIINU POUR REINFORCEMENT 09 3" N OTLS: 1O TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. O2 DRILL AND GROUT NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) AT 36" MAXIMUM CENTER TO CENTER MINIMUM 12" SPACING FROM CONSTRUCTION JOINTS. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. BARS TO BE PAID BY EACH. (�3 DRILL AND GROUT 2 - NO. 4 X 12" LONG (6" EMBEDDED) REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS. BARS TO BE PAID BY EACH. ® THIS CURB LINE REINFORCEMENT DETAIL SHALL BE USED ON BITUMINOUS ROADWAYS. FOR CONCRETE ROADWAYS, SEE NOTE 6. Q CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. © USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. \ NON -CONCRETE A \ NON-CONCRET BOULEVARD \ BOULEVARD A LANDING \ LANDING LANDING 1.0% MIN. OS 6 O 2 \ 5.0% MAX. CONCRETE CONCRETE \ \ BOULEVARDO BOULEVARD \ATABLNGLE \ 0 \ \AREA \ EXPANSION MATERIAL PLACEMENT CURB LINE REINFORCEMENT EDGE OF THROUGH LANE FOR CONCRETE ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. PEDESTRIAN RAMP PEDESTRIAN RAMP EDGE OF THROUGH LANE UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE TO 4% CHANGE CHANGE \ Z \ TYPICA J FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS TABLING o CD AREA \ w o PEDESTRIAN RAMP \\ o UP TO 2.07 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE \\ 1.0% MIN. FLOW LINE PROFILE "TABLE" FAN LANDING \ 5.0% MAX. \ PEDESTRIAN RAMP PEDESTRIAN RAMP \ 1.0% MIN. MAX. 1.5% PREFERRED 5.0% MAX. 1.5% PREF ERRED 5.0% MAX. 5.0% CURB LINE AND ROAD CROSSING ADJUSTMENTS FLOW LINE PROFILE RAISE TWIN PERPENDICULARS PEDESTRIAN RAMP 1.0% MIN. 1.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. FLOW LINE PROFILE RAISE - FAN GENERAL NOTES: "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING' OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. MILL & OVERLAY PROJECTS: "TABLING' OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 11.0% MIN. CROSS -SLOPE OF THE ROAD 2 5.0% MAX. CROSS -SLOPE OF THE ROAD 3 TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 11.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD 2 1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE 3 5.0% RECOMMENDED MAX. FLOW LINE 4 LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL 6" WALK 6„ a a 2„ MIN. ° 3„ 7V2y a°vaa SECTION VIEW AA THICKENED SECTION THROUGH CURB RAMP FLARES END SILL CURB AT TOP OF CURB RAMP AND DRIVEWAY FLARES. 36" MAX. PROPOSED PAR CURB AND GUT 12" o a a a a a a a 0 0 0 T/2 PROPOSED PAR CURB AND GUTTER CURB RAMP REINFORCEMENT DETAILS Q® 6" CONCRETE WALK 4" MINIMUM AGGREGATE BASE a . . TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER SAWCUT a o EXISTING AND GUTTER 3" MIN. 3MIN. a a s a s a a s SAWCUT CURB AND GUTTER REINFORCEMENT 36" MAX. 3 ° -- LANDING sem° o 36" MAX. 12' moo° 36" MAX. 36" MAX. 12" 12" JLI-'AKA I L LAINUIINU POUR REINFORCEMENT 09 3" N OTLS: 1O TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. O2 DRILL AND GROUT NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) AT 36" MAXIMUM CENTER TO CENTER MINIMUM 12" SPACING FROM CONSTRUCTION JOINTS. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. BARS TO BE PAID BY EACH. (�3 DRILL AND GROUT 2 - NO. 4 X 12" LONG (6" EMBEDDED) REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS. BARS TO BE PAID BY EACH. ® THIS CURB LINE REINFORCEMENT DETAIL SHALL BE USED ON BITUMINOUS ROADWAYS. FOR CONCRETE ROADWAYS, SEE NOTE 6. Q CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. © USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. Q� A 1.5% Q1 5.0' PAR Q NON—WALKABLE O SURFACE PERPENDICULAR DRIVEWAY1Q NON—WALKABLE SURFACE TIERED PERPENDICULAR DRIVEWAYQ WITH 4" CURB HEIGHT; 3' MIN AT 10% S1 4' MIN AT 8% S1 WITH 6" CURB HEIGHT; 5' MIN AT 10% S1 6' MIN AT 8% S1 5.0 L-12" Q APRON PAR SECTION A -A 2' MINIMUM 5.0' 8"-12" PAR © APRON 1 SECTION BB 5.0' MIN Q PAR SECTION C -C VARIABLE TIE—IN 0— WALKABLE SURFACE 1.5% Q 5.0' PAR o� WALKABLE SURFACE TIERED PERPENDICULAR OFFSET DRIVEWAY Q Q v v PARALLEL DRIVEWAY Q LEGEND INDICATES DRIVEWAY RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% VARIABLE TIE—IN I _ VMAT'CH INPLACE O DRIVEWAY MATERIAL 1.5% Og O— I 16 VARIABLE 4 14 — — — — — — — —- TIE—IN —MATCH INPLACE DRIVEWAY MATERIAL 11 VARIABLE VARIABLE 5.0' C PAN R CURB PAR APRON MATCH INPLACE DRIVEWAY MATERIAL NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURE FROM BACK OF CURB. IN URBAN ROADWAY SECTIONS, 6" CURB HEIGHT SHOULD BE USED WHEN 6' OR GREATER BOULEVARD WIDTH IS PROPOSED. WHEN BOULEVARD IS LESS THAN 6' WIDE, 4" CURB HEIGHT SHOULD BE USED. MAINTAIN EXISTING DRAINAGE PATTERNS FLOWING TO PUBLIC RIGHT OF WAY. ACQUIRE ADEQUATE L3 TO ALLOW FOR A CONTINUOUS PAR PROFILE (UNIFORM TYPICAL SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. IN NO CASE SHALL SIDEWALK PROFILES EXCEED 5.07, EXCEPT SIDEWALK PROFILES CAN MATCH ROADWAY GRADE IF ROADWAY GRADE IS GREATER THAN 5.0%. RAMPS FOR DRIVEWAYS ARE REQUIRED TO FOLLOW THE ABOVE SIDEWALK CRITERIA. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE (PAR). 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. DRIVEWAY TYPES FROM MOST PREFERRED TO LEAST PREFERRED ARE AS FOLLOWS: PERPENDICULAR, TIERED PERPENDICULAR, TIERED PERPENDICULAR OFFSET & PARALLEL. O1 PERPENDICULAR DRIVEWAYS ARE THE STANDARD AND STARTING POINT FOR ALL DRIVEWAY DESIGN AND CONSTRUCTION. SHOULD BE USED TO ACHIEVE CONTINUOUS PAR PROFILE THROUGH THE DRIVEWAY. OBTAINING A PERPENDICULAR DRIVEWAY DESIGN BECOMES MORE CRITICAL WITH STEEP ROADWAY PROFILES. Q TO BE USED WHEN PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED, THE DRIVEWAY PAR IS BELOW ROADWAY CURB HEIGHT. THIS DRIVEWAY TYPE CAN BE USED FOR BOTH PAVED (AS SHOWN) AND GRASS BOULEVARDS. Q TO BE USED WHEN PERPENDICULAR AND TIERED PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED. CAN BE USED FOR STEEP NEGATIVE SLOPED DRIVEWAYS. DW CURB TYPE 2 SHOULD BE USED TO RAISE PAR ABOVE GUTTER AND REDUCE "ROLLER COASTER" EFFECT. 4" HIGH ROADWAY CURB SHOULD BE USED TO REDUCE "ROLLER COASTER" EFFECT ESPECIALLY WHEN MULTIPLE DRIVEWAYS ARE PRESENT. 85 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 8% STANDARD, 10% MAX. FOR COMMERCIAL AND 12% MAX. FOR RESIDENTIAL. SEE GENERAL NOTES ON SHEET 2 FOR MORE INFORMATION. © S3 8% MAXIMUM, IF THE SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. IF EXISTING DRIVEWAY IS NEGATIVELY DRAINING, S3 CAN BECOME SLIGHTLY MORE NEGATIVE TO ACHIEVE PERPENDICULAR DRIVEWAY DESIGN IF THE VERTICAL CLEARANCE IS ACHIEVED IN VEHICLE TEMPLATES. O7 1:3 MIN. 1:5 PREFERRED FOR DRIVEWAY RETROFIT PROJECTS. 1:10 PREFERRED FOR SIDEWALK REPLACEMENT PROJECTS. ® 5.0' MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE REDUCED TO 4.5' OR 4' MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. 9 THE PEDESTRIAN ACCESS ROUTE, MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. 10 SIDEWALK OFFSET TO BE LESS THAN OR EQUAL TO HALF THE APPROACHING SIDEWALK WIDTH. 11 INTEGRAL DRIVEWAY APRON TO BE POURED MONOLITHICALLY/INTEGRAL WITH THE CURB AND GUTTER. SEE SHEET 2 FOR MORE INFORMATION. 1© SEE SHEET 2 FOR CURB TYPE INFORMATION. 13 0" CURB IS AT FLOW LINE. SEE DRIVEWAY TABLE FOR BACK OF CURB HEIGHTS. 14 3' LONG AT 8-10% PREFERRED FOR INITIAL CURB TAPER. REDUCE CURB TAPER SLOPE IF NECESSARY TO MATCH ADJACENT SIDEWALK GRADES. 15 MATCH FULL CURB HEIGHT. 16 1:2 TAPER RATE ON INTEGRAL DRIVEWAY APRONS. 1Q SEE SHEET 4 FOR WHEN 6" WALK IS REQUIRED. 15 13 13 v 15 INTEGRAL DRIVEWAY APF -H SECTION D -D 6" CONCRETE WALK 4" MINIMUM AGGREGATE BASE a TYPICAL SIDEWALK SECTION 8" CONCRETE VARIABLE COMMERCIAL DRIVEWAY 6" CONCRETE 4" MINIMUM RESIDENTIAL DRIVEWAY TIE—IN AGGREGATE BASE 4" MINIMUM a ° AGGREGATE BASE Ao..° MATCH INPLACE.o d..I 4. ' 0'4 a ' .0 a a. a . p a DRIVEWAY MATERIAL TYPICAL DRIVEWAY SECTIONS ©+ C 0� 1.5% Og 5.0' MIN. �Q 4 4 Q v v PARALLEL DRIVEWAY Q LEGEND INDICATES DRIVEWAY RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% VARIABLE TIE—IN I _ VMAT'CH INPLACE O DRIVEWAY MATERIAL 1.5% Og O— I 16 VARIABLE 4 14 — — — — — — — —- TIE—IN —MATCH INPLACE DRIVEWAY MATERIAL 11 VARIABLE VARIABLE 5.0' C PAN R CURB PAR APRON MATCH INPLACE DRIVEWAY MATERIAL NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURE FROM BACK OF CURB. IN URBAN ROADWAY SECTIONS, 6" CURB HEIGHT SHOULD BE USED WHEN 6' OR GREATER BOULEVARD WIDTH IS PROPOSED. WHEN BOULEVARD IS LESS THAN 6' WIDE, 4" CURB HEIGHT SHOULD BE USED. MAINTAIN EXISTING DRAINAGE PATTERNS FLOWING TO PUBLIC RIGHT OF WAY. ACQUIRE ADEQUATE L3 TO ALLOW FOR A CONTINUOUS PAR PROFILE (UNIFORM TYPICAL SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. IN NO CASE SHALL SIDEWALK PROFILES EXCEED 5.07, EXCEPT SIDEWALK PROFILES CAN MATCH ROADWAY GRADE IF ROADWAY GRADE IS GREATER THAN 5.0%. RAMPS FOR DRIVEWAYS ARE REQUIRED TO FOLLOW THE ABOVE SIDEWALK CRITERIA. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE (PAR). 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. DRIVEWAY TYPES FROM MOST PREFERRED TO LEAST PREFERRED ARE AS FOLLOWS: PERPENDICULAR, TIERED PERPENDICULAR, TIERED PERPENDICULAR OFFSET & PARALLEL. O1 PERPENDICULAR DRIVEWAYS ARE THE STANDARD AND STARTING POINT FOR ALL DRIVEWAY DESIGN AND CONSTRUCTION. SHOULD BE USED TO ACHIEVE CONTINUOUS PAR PROFILE THROUGH THE DRIVEWAY. OBTAINING A PERPENDICULAR DRIVEWAY DESIGN BECOMES MORE CRITICAL WITH STEEP ROADWAY PROFILES. Q TO BE USED WHEN PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED, THE DRIVEWAY PAR IS BELOW ROADWAY CURB HEIGHT. THIS DRIVEWAY TYPE CAN BE USED FOR BOTH PAVED (AS SHOWN) AND GRASS BOULEVARDS. Q TO BE USED WHEN PERPENDICULAR AND TIERED PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED. CAN BE USED FOR STEEP NEGATIVE SLOPED DRIVEWAYS. DW CURB TYPE 2 SHOULD BE USED TO RAISE PAR ABOVE GUTTER AND REDUCE "ROLLER COASTER" EFFECT. 4" HIGH ROADWAY CURB SHOULD BE USED TO REDUCE "ROLLER COASTER" EFFECT ESPECIALLY WHEN MULTIPLE DRIVEWAYS ARE PRESENT. 85 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 8% STANDARD, 10% MAX. FOR COMMERCIAL AND 12% MAX. FOR RESIDENTIAL. SEE GENERAL NOTES ON SHEET 2 FOR MORE INFORMATION. © S3 8% MAXIMUM, IF THE SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. IF EXISTING DRIVEWAY IS NEGATIVELY DRAINING, S3 CAN BECOME SLIGHTLY MORE NEGATIVE TO ACHIEVE PERPENDICULAR DRIVEWAY DESIGN IF THE VERTICAL CLEARANCE IS ACHIEVED IN VEHICLE TEMPLATES. O7 1:3 MIN. 1:5 PREFERRED FOR DRIVEWAY RETROFIT PROJECTS. 1:10 PREFERRED FOR SIDEWALK REPLACEMENT PROJECTS. ® 5.0' MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE REDUCED TO 4.5' OR 4' MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. 9 THE PEDESTRIAN ACCESS ROUTE, MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. 10 SIDEWALK OFFSET TO BE LESS THAN OR EQUAL TO HALF THE APPROACHING SIDEWALK WIDTH. 11 INTEGRAL DRIVEWAY APRON TO BE POURED MONOLITHICALLY/INTEGRAL WITH THE CURB AND GUTTER. SEE SHEET 2 FOR MORE INFORMATION. 1© SEE SHEET 2 FOR CURB TYPE INFORMATION. 13 0" CURB IS AT FLOW LINE. SEE DRIVEWAY TABLE FOR BACK OF CURB HEIGHTS. 14 3' LONG AT 8-10% PREFERRED FOR INITIAL CURB TAPER. REDUCE CURB TAPER SLOPE IF NECESSARY TO MATCH ADJACENT SIDEWALK GRADES. 15 MATCH FULL CURB HEIGHT. 16 1:2 TAPER RATE ON INTEGRAL DRIVEWAY APRONS. 1Q SEE SHEET 4 FOR WHEN 6" WALK IS REQUIRED. 15 13 13 v 15 INTEGRAL DRIVEWAY APF -H SECTION D -D 6" CONCRETE WALK 4" MINIMUM AGGREGATE BASE a TYPICAL SIDEWALK SECTION 8" CONCRETE VARIABLE COMMERCIAL DRIVEWAY 6" CONCRETE 4" MINIMUM RESIDENTIAL DRIVEWAY TIE—IN AGGREGATE BASE 4" MINIMUM a ° AGGREGATE BASE Ao..° MATCH INPLACE.o d..I 4. ' 0'4 a ' .0 a a. a . p a DRIVEWAY MATERIAL TYPICAL DRIVEWAY SECTIONS CURB BACK L1 L2 L3 Q FLOW E3 E4 LINE E2 S2 S3 Si E1 SECTION AA & BB (REFER TO PREVIOUS SHEET) CURB SECTION C—C (REFER TO PREVIOUS SHEET) CURB BACK L2 FLOW LINE E2 E4 S2 E1 SECTION DD (REFER TO PREVIOUS SHEET) E5 E5 DW CURB TYPE 1 STANDARD CURB AT DRIVEWAY DW CURB TYPE 2 VERTICALLY CONSTRAINED NOTES: DRIVEWAY TABLE O DRIVEWAY STATION SIDE TYPE 2 CURB TYPE O E1 L1 Si L2 E2 E3 FT % FT S2 4 % L3 5 S3 EXISTING 6 E4 E5 COMMENTS FT % % 1.67 WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON) DW CURB TYPE 2 10 CAN BE USED TOHELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. 2 S1 8% STANDARD, 10% MAX. COMMERCIAL AND 12% MAX. RESIDENTIAL. IF EXISTING GRADES 1» ARE STEEPER DO NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH 2.67 AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/OR STEEPEN S3. 12.5 S3 8% MAXIMUM, IF THIS SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. SEE FACILITY DESIGN GUIDE, CHAPTER 6, CURB BACK L1 L2 L3 Q FLOW E3 E4 LINE E2 S2 S3 Si E1 SECTION AA & BB (REFER TO PREVIOUS SHEET) CURB SECTION C—C (REFER TO PREVIOUS SHEET) CURB BACK L2 FLOW LINE E2 E4 S2 E1 SECTION DD (REFER TO PREVIOUS SHEET) E5 E5 DW CURB TYPE 1 STANDARD CURB AT DRIVEWAY DW CURB TYPE 2 VERTICALLY CONSTRAINED L3 O5 E5 L1 L2 FLOW LINE S3 GUTTER FACE CURB BACK E2 E3 6% E1 S1 S2 f INTEGRAL DRIVEWAY APRON (IDA) TYPICAL INTEGRAL DRIVEWAY APRON !�7 NOTES: L1 FT ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. S1 % DW CURB TYPE 1 SHALL BE USED WHEN THE DRIVEWAY ACTS AS A PEDESTRIAN RAMP. CURB BACK THE MAX. APRON SLOPE MUST ADHERE TO ADA CRITERIA AS WELL. DW CURB TYPE 1 12.5 SHOULD BE USED IF THERE IS ON STREET PARKING. 1.67 WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON) DW CURB TYPE 2 10 CAN BE USED TOHELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. 2 S1 8% STANDARD, 10% MAX. COMMERCIAL AND 12% MAX. RESIDENTIAL. IF EXISTING GRADES 1» ARE STEEPER DO NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH 2.67 AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/OR STEEPEN S3. 12.5 S3 8% MAXIMUM, IF THIS SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGNS OF DRIVEWAYS. O1 EXAMPLE SHOWN TO BE INCLUDED IN PLAN FOR EACH DRIVEWAY THAT HAS PAR THROUGH IT. O2 REFERS TO THE FOLLOWING TYPES; PERPENDICULAR DRIVEWAY, TIERED PERPENDICULAR OFFSET DRIVEWAY, TIERED PERPENDICULAR DRIVEWAY, PARALLEL DRIVEWAY, AND INTEGRAL DRIVEWAY APRON. O3 DW CURB TYPE 1 I THE STANDARD AND SHALL BE THE STARTING POINT FOR ALL PERPENDICULAR AND TIERED DRIVEWAYS. DW CURB TYPE 2 SHALL ONLY BE USED AFTER UTILIZING BEST PRACTICES SUCH AS MAXIMIZING S1, S3, AND L3. ® SHOULD BE DESIGNED AT 1.5%. CURB BACK O5 ACQUIRE ADEQUATE L3 TO ALLOW FOR CONTINUOUS PAR PROFILE (UNIFORM SIDEWALK 1" SECTION) THROUGH THE DRIVEWAY APRON. © PROVIDE INPLACE TIE-IN SLOPE INFORMATION AT BACK OF PROPOSED WALK (S3 AREA). O7 INFORMATION TO BE INCORPORATED INTO DRIVEWAY TABLE WHEN INTEGRAL DRIVEWAY APRON IS USED. OTHER CURB HEIGHTS & CURB APRON LENGTHS CAN BE USED. 1 ® L1 & S1 FOR INTEGRAL DRIVEWAY APRON IS TO FLOWLINE. 12.5% IS MAXIMUM PREFERRED SLOPE. O9 TIE ADJACENT SECTIONS. CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. DRILL AND GROUT OR CAST IN-PLACE THROUGH HOLES IN THE FORMS NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINT. L3 O5 E5 L1 L2 FLOW LINE S3 GUTTER FACE CURB BACK E2 E3 6% E1 S1 S2 f INTEGRAL DRIVEWAY APRON (IDA) TYPICAL INTEGRAL DRIVEWAY APRON !�7 CURB TYPE L1 FT E2 S1 % IDA 216 1.33 +0.16 12.5 IDA 220 1.67 +0.16 10 IDA 324 2 +0.24 12.5 IDA 432 2.67 1 +0.33 12.5 6 IN. WAL QUADRAN" r Q J � zQ U� ow z> wFy ry wo w TIERED PERPENDICULAR DRIVEWAY �e 4) PARALLEL DRIVEWAY `r �r �^HALF PLAN PERSPECTIVE PERPENDICULAR /}� �/ T PRIVATE CONCRETE DRIVEWAYS WITH GRASS BOULEVARDS I v I I /—WALK 10 COMM ERCIAL/ALLEY COMMERCIAL/ALLEY ENTRANCE SIDEWALK LONGITUDINAL JOINT TIE BAR TABLE SIDEWALK SIDEWALK TIE BAR �^HALF PLAN PERSPECTIVE PERPENDICULAR /}� �/ T PRIVATE CONCRETE DRIVEWAYS WITH GRASS BOULEVARDS I v I I /—WALK 10 COMM ERCIAL/ALLEY COMMERCIAL/ALLEY ENTRANCE SIDEWALK LONGITUDINAL JOINT TIE BAR TABLE SIDEWALK SIDEWALK TIE BAR LENGTH SPACING WIDTH, W THICKNESS, T SIZE > 7' 4" No. 4 12" 24" >10' 6" No. 4 12" 36" 12 1 PLAN VIEW 36"— SIDEWALK MAX. REPLACEMENT SIDEWALK UyU12UM-1111119 PROFILE VIEW T T/2 4" SIDEWALK (TYPICAL) TRANSVERSE SIDEWALK TIE BAR REINFORCEMENT RETROFITS ONLY FOR 4" CONCRETE ONLY: CAST IN PLACE BARS MUST BE SUPPORTED WITH P—STAKES OR REINFORCEMENT BASKETS FOR FULL WIDTH CONCRETE PLACEMENTS. FOR 6" CONCRETE ONLY: DRILL AND GROUT OR CAST IN PLACE THROUGH HOLES IN THE FORMS REQUIRED FOR STAGED ADJACENT CONCRETE PLACEMENTS. SIDEWALK SECTION VIEW W TLI T/2 6 - LONGITUDINAL SIDEWALK REINFORCEMENT JOINTS SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) TIERED PERPENDICULAR OFFSET DRIVEWAY s DRIVEWAY PAVEMENT 11 LENGTH VARIES5.0 FT. 0.06 FT./FT. 0.015 FT./FT. SLOPE WHEN MATCHING INTO 3 CONCRETE 13 ENTRANCE SECTION A—A OO SECTION THRU DRIVEWAY TOPSOIL USE WHEN PAR IS BITUMINOUS, OR WHEN SIDEWALK WIDTH IS GREATER THAN 6'. INTEGRAL DRIVEWAY APRON PEDESTRIAN ACCESS ROUTE 0.015 FT./FT. 1 Ll 4" OR 6" SIDEWALK 6" OR 8" THICKNESS DRIVEWAY THICKNESS SECTION B—B SECTION THRU SIDEWALK THICKNESS TRANSITION TYPICAL GRADING SECTION (NOT USED WHEN CONFINED BY CURB, BUILDING, WALL, ETC.) 2' MINIMUM PI TOPSOIL S0.25 LOPE T./FT. USE IN ALL FILL SECTIONS, USE WHEN PAR IS BITUMINOUS, OR WHEN SIDEWALK WIDTH IS GREATER THAN 6' AND IF ROW IS AVAILABLE. NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. TO MINIMIZE SIDEWALK "ROLLER COASTER" EFFECT IT IS DESIRABLE TO KEEP THE PAR ELEVATION CONTINUOUS OR AT LEAST IN THE UPPER HALF OF CURB HEGHT. 4" HIGH CURB SHOULD BE USED INSTEAD OF 6" HIGH CURB TO HELP THIS PROBLEM WHEN APPLICABLE. 4" HIGH ADJACENT CURB IS PREFERRED WHEN BOULEVARDS 4' OR LESS ARE PRESENT MEASURED FROM THE BACK OF CURB. WHEN THE DRIVEWAY IS SLOPING DOWN FROM THE ROADWAY (NEGATIVE) 4" HIGH ADJACENT CURB SHOULD ALSO BE USED. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGN OF DRIVEWAYS. O1 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A—E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. DRIVEWAY EXPANSION SHALL BE PLACED AT TOP OR BOTTOM OF TRANSITION PANEL. O2 CONSTRUCT WITH EXPANSION MATERIAL MNDOT PER SPEC. 3702 TYPES A—E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. MAXIMUM ONE EXPANSION PER DRIVEWAY PLACED AT EITHER TOP OR BOTTOM OF CONCRETE THICKNESS TRANSITION. IF MULTIPLE DRIVEWAYS EXIST PLACE ONE EXPANSION BETWEEN EACH DRIVEWAY. IF NO DRIVEWAY EXIST PLACE A MAXIMUM OF ONE EXPANSION PER 150' OF SIDEWALK RUN. O3 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. ® TRANSITION DRIVEWAY THICKNESS TO WALK THICKNESS. IF THERE IS A CONSTRUCTION JOINT AND NO EXPANSION IS USED, INSTALL TIE BARS. O5 TRANSITION CURB RAMP THICKNESS TO WALK THICKNESS. © MATCH INPLACE DRIVEWAY WIDTH, MATERIAL TYPE AND THICKNESS. O7 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS. CONCRETE PANEL SIZE SHOULD NOT EXCEED 1 1/2 : 1 LENGTH X WIDTH. 81 SF FOR 6" CONCRETE DRIVEWAY WITH 9'X9' MAXIMUM PANEL SIZE. 144 SF FOR 8" CONCRETE DRIVEWAY WITH 12'X12' MAXIMUM PANEL SIZE. MATCH DRIVEWAY APRON AND SIDEWALK JOINTS. ® THE PEDESTRIAN ACCESS ROUTE CROSS—SLOPE, SHALL NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. Q9 1:10 MIN. SIDEWALK OFFSET TAPER REQUIRED FOR SIDEWALK REPLACEMENT PROJECTS. 1:3 MIN. AND 1:5 MIN. PREFERRED SIDEWALK OFFSET TAPER FOR DRIVEWAY REPLACEMENT. 10 LANDING REQUIRED, SEE NEXT SHEET FOR MORE INFORMATION. 11 CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SECTIONS SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. ENGINEER'S APPROVAL REQUIRED FOR MONOLITHIC PLACEMENTS. 1© DRILL AND GROUT NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. BARS TO BE ADJUSTED TO MATCH SIDEWALK GRADES. TO BE PAID BY EACH. DRILL AND GROUT OR CAST IN—PLACE THROUGH HOLES IN THE FORMS NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. SIDEWALK SIDEWALK PAR PROFILE LANDING PAR PROFILE MAX 5% MAX 2% MAX 5% 0 LONGITUDINAL CROSS SLOPE LONGITUDINAL A DOORWAY WIDTH +Q2 SLOPE (POSITIVE SLOPE (POSITIVE OR NEGATIVE) OR NEGATIVE) SECTION VIEW B—B LATCH SIDE OF DOOR ren HINGE SIDE OF DOOR UUUKWAY� A B B 0 E A DOORWAY WIDTH +Q2 PLAN VIEW DOORWAY PLAN VIEW DOORWAY WITH ALCOVE FACE OF BUILDING (ABOVE DOORWAY) DOORWAY WALK TO MEET FLUSH WITH BOTTOM OF DOORWAY THRES WALK —\ E 1.5% LANDING AREA SECTION VIEW A—A FACE OF BUILDING SEAL JOINT WITH APPROVED CLEAR OR GREY IN COLOR" SILICONE VARIABLE °a�a p1 /4" RADIUS — v p v o — DOORWAY THRESHOLD BUILDING FOUNDATION 1 2" PREFORMED J INT MATERIAL S 6" CONCRETE WALK ' BUILDING JOINT SEAL (INCIDENTAL) SIDEWALK LANDING REQUIREMENTS Q CURB BACK PAVED BOULEVARD ®Q9 a s o a o p O p d a d d 0 0 a o�v o o oma a a v a oa a a 17, FACE OF BUILDING Q7 1' 9 G) 1.5% d d d 6" CONCRETE WALK DOWNTOWN SIDEWALK TYPICAL SECTION 14 o° SLIP FORM SILL FIXED FORM SILL SILL CURB SHOULD BE USED AT ALL LOCATIONS WHEN CONCRETE WALK IS AT BACK OF CURB, INCLUDING PAVED BOULEVARD. SILL CURB SHALL NOT BE USED IN CURB RAMP AND DRIVEWAY AREAS, INCLUDING CONCRETE FLARES. SILL CURB WITH 4" WALK CAN USE FIXED OR SLIP FORM OPTIONS. NOTES: 5" WALK IS REQUIRED: 1) IN ALL SIDEWALK LOCATIONS WHERE VARIABLE SLOPED CONCRETE BOULEVARDS ARE PAVED, SUCH AS COMMERCIAL (STORE FRONT, DOWNTOWN) AREAS. 2) ANYTIME DRILL AND REINFORCEMENT IS USED TO TIE LONGITUDINAL JOINTS TOGETHER. 3) TO ELIMINATE LONGITUDINAL JOINT WHEN INCREASING PANEL SIZE OVER 36SF. 4) AT LOCATIONS WHERE MAINTENANCE EQUIPMENT WILL SUBJECT CONCRETE TO HEAVY LOADS. ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. FIELD ADJUST SIDEWALK PROFILES TO MEET ALL DOORWAY THRESHOLDS. SIDEWALK MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING TO THE ROADWAY. SEE SPECIAL PROVISIONS FOR SILICONE SPECIFICATIONS. O1 LANDING CRITERIA IS REQUIRED FOR ALL DOORS, STEPS, AND PRIVATE WALKS. FEASIBILITY DECREASES WITH NARROWER BOULEVARDS AND STEEPER SIDEWALK PROFILES. O2 18" MIN. WHEN DOOR SWINGS OUTWARD FROM BUILDING. 12" MIN WHEN DOOR SWINGS INWARD FROM BUILDING. O3 6' MIN. PAR REQUIRED WHEN ADJACENT TO BUILDINGS. ® 2/3 PAR TO 1/3 BOULEVARD SHOULD BE USED WHEN FEASIBLE. HOLD UNIFORM BOULEVARD WIDTH. 4' PREFERRED MINIMUM BOULEVARD. OS 1%-5% FOR THE MAJORITY OF THE BLOCK, WITH EXCEPTIONS UP TO 8% IN CONSTRAINED AREAS. © CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. LEAVE A MINIMUM 1/2" TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER MNDOT SPEC 3722. O7 TO MINIMIZE VIBRATION AND ROLLING RESISTANCE, AREA SHALL BE FREE OF PAVERS, STAMPED CONCRETE, AND/OR EXCESSIVE JOINTING. ® 2% MAX. PER BUILDING CODE. IF GREATER THAN 2%, FLATTEN AS FEASIBLE. O9 FORM CONTRACTION JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANEL SIZE. CONCRETE PANEL SIZE SHOULD NOT EXCEED 1 1/2 : 1 LENGTH X WIDTH. 10 DRILL AND GROUT NO. 4 X 8" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. TIE BARS SHALL BE EMBEDDED 4" WITH 2" MINIMUM CONCRETE COVER AND ARE INCIDENTAL TO SILL PLACEMENT. 11 FURNISH AND INSTALL THE FULL WIDTH OF THE TOP OF SILL A MINIMUM 2ML THICK POLYTHENE SHEETING. 1© USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. 1© DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. 14 6" WALK: 5" MIN. FOR 8424; 7" MIN. FOR 8624 4" WALK: 7" MIN. FOR 8424; 9" MIN. FOR 8624 1© DRILL AND GROUT NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. M0301 4TH STREET WASHINGTON STREET 1+37 940 rnrn 940 1+50 M M Of Of M M Of Of 936 936 936 936 932 932 932 - — — — — — 932 930 —40 —20 0 20 40 930 628 Ln La N N M M 928 926 —40 —20 01 01 0 20 926 40 1+00 1+00 936 — 936 936 936 LO 932UT-932 00 rl� M M 932 932 930 —40 0 0) —20 0 20 40 930 Ln 926 rnrn N N M M 926 0+50 926 —40 —20 01 01 0 20 926 40 CL 0+50 940 940 936 936 936 936 932 932 932 M 10 932 930 930 930 M M 01 m 930 —40 —20 0 20 40 —40 —20 0 20 40 0+00 0+00 936 936 936 _ 936 932 - M n M 932 932 O n n M M 932 m 0 0 O Z it Z Z 930 -40 M M 0f Of -20 0 20 40 930 930 -40 -20 O1 01 0 20 40 930 DATE REVISION DESIGNED BY: cJJ Hakanson Anderson 1 civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK IMPROVEMENT PROJECT CROSS SECTIONS 4TH STREET AND WASHINGTON STREET MONTICELLO, MINNESOTA SHEET x1 of V X2 SHEETS J a DHAWNBY: SGJ CHECKED BY: TAE M0301 rnrn m c0 f` M M Of Of M M Of Of M0301 m c0 f` M M Of Of M0301 960 956 954 956 954 2+00 ■ i e -40 —20 0 20 40 1+50 ai ai N N mm -40 —20 0 20 40 1+00 960 956 954 956 954 3+45.51 M0301 960 960 960 — — - 960 956 aN ai ai NN 956 956 a o �� of NN 956 954 mm 954 954 mm 954 —40 —20 0 20 40 —40 —20 0 20 40 3+00 0+50 964 964 960 960 960 — 960 956 N ai ai NN 956 956 M N 10 of of NN 956 954 mm 954 954 mm 954 —40 —20 0 20 40 —40 —20 0 20 40 2+50 0+00 964 964 960 - - 960 960 960 n 956 — - N N 956 956 a,956 N N 954 mm 954 954 mm 954 r J —40 —20 0 20 40 —40 —20 0 20 40 DDATE REVISION DESIGNED BY: CJJ �� 1 Hakanson Anderson civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2022 STREET AND SIDEWALK PROJECT IMPROVEMENT CROSS SECTIONS CHELSEA ROAD MONTICELLO, MINNESOTA SHEET X2 OF X2 SHEETS i OBAWNBY: SGJ CHECKED BY: TAE M0301 City Council Agenda: 2/14/2022 2U. Consideration of authorizing Stanley Access Technology and Russel Security to install ADA door upgrades and key fob access at the Monticello Community Center in the total amount of $30,493 Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 2/14/2022 ® Consent Agenda Item Reviewed by: Approved by: Facilities Maintenance Manager, City Administrator Finance Director, IT Technician, HR Manager ACTION REQUESTED Motion to authorize contracts with Stanley Access Technology in the amount of $17,900 and Russell Security in the amount of $12,593 for ADA upgrades to the Monticello Community Center and keycard access to the City Hall. REFERENCE AND BACKGROUND The proposed project would install electronic key fob access on the following doors at City Hall: • Northerly exterior door into City Hall (Employee Entrance) • Main interior door between City Hall and the Monticello Community Center The project would also include adding ADA push-button operators for the following doorways at the Monticello Community Center: • Easterly Entrance Door towards Walnut Street • Westerly Entrance Door towards the parking lot • Main Interior door between City Hall and the Monticello Community Center. The doors currently meet ADA requirements, but this improvement would make it easier for all members of the public to access the facility. The keycard access would eliminate the need for individual keys for staff and allow access to be easily granted or removed depending on employment changes. Three quotes were received ranging from $17,900 to $22,473 for the ADA door upgrades. In order to maintain consistency with existing keyless entry at City facilities, the key fob portion of the project was sole sourced to Russell Security. I. Budget Impact: The 2022 Monticello Community Center budget includes $36,000 for these improvements. II. Staff Workload Impact: The facilities department will coordinate the project. City Council Agenda: 2/14/2022 III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the door upgrades at the Monticello Community Center. SUPPORTING DATA • Verbal/Written Quote Summary sheets CITY OF MONTICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: _— Jerry Hanson Dept: Facilities Maintenance Phone: _763-271-7114 Signature of Person Obtaining Quotes: Jerry Item/Service Requested: ADA Doors Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name Contact Person Phone Number Total $ Amount Quoted 1 1/19/22 Stanley Access Technology Karl Bengston 612-919-1406 $17,900.00 2 1/25/22 J&A Glass Hannah Wicker (763)633-9694 $19,680.00 3 1/19/22 Russell Security Patrick Christensen 763-682-1253 $22,473.00 4 151 1 Selected Vendor: Stanley Access Technologies (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section(: Notes/comments: Approval Acknowledgement: Date: Attach this form and wrfitten quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/20 1 5 STANLEY. Access Technologies Monticello Community Center 505 Walnut Street Monticello, MN 55362 Phone: 763-271-7114 Email: jerry.hanson@ci.monticello.mn.us Attn: Jerry Hanson 19 January, 2022 Karl Bengtson Quotation: 0-43723 Monticello Community Center - Auto Operators i Minneapolis Branch 1211 Cliff Rd East Burnsville, MN 55337 Phone: 952582-4987 Mobile: 612-919-1406 Email: karl.bengtson@sbdinc.com Stanley Access Technologies, LLC is pleased to provide you a quotation to Furnish and Install the following: Product Summary: 5 ea. M -Force Single Clear Anodized 8 ea. BEA 10PBS1 4.75' SQ Wireless PP 2 ea. BEA 10PBJ1 Jamb Mount PP (1 wireless, 1 hardwired) Net Price: USD 17,900.00 Scope of Work Furnish and install 4 Stanley M -Force single low energy operators in clear anodized finish at East 8 West entry vestibules with 8 wireless 4.75" square stainless steel push plates. Furnish and install 1 Stanley M -Force single low energy operator in clear anodized finish at City Hall entry with 1 hardwired jamb style push plate interior and 1 wireless jamb style or 4.75' square push plate at exterior. This quote includes providing 120VAC power to each location fed from nearest electrical supply, with exposed and surface wiremoid. Subcontracted thru Wes Olson Electric. Lead Time: Current equipment lead time is 4-6 weeks from receipt of order and approved shop drawings. Equipment is furnished and installed during normal business hours (8:00 AM - 4:30 PM, Mon - Fri). Warranty: 1 year parts and labor. During normal business hours Mon - Fri 8:00 AM - 4:30 PM Inclusions 120 volts AC to inside auto door header. Electrical Inspection and Permit fees. Push plates (Wireless). Door operator installation. STANLEY. stanleyaccess Access Technologies Monticello Community Center Karl Bengtson Minneapolis Branch 505 Walnut Street 1211 Cliff Rd East Monticello, MN 55362 Burnsville, MN 55337 Phone: 763-271-7114 Phone: 952582-4987 Email: Quotation: Q-43723 Mobile: 612-919-1406 jerry.hanson@ci.monticello.mn.us Monticello Community Center - Auto Email: karl.bengtson@sbdinc.com Attn:Jerry Hanson Operators Conditions: Acceptance of this quotation / proposal by the purchasing unit shall constitute an order and is a contract for the purchase of the articles and services described therein on the terms outlined hereinAdditional or different terms applicable to a sale may be specified in the body of a STANLEY document or agreed to in writing by the parties. 1 Payment by purchaser to Stanley shall be Net 30 days from date of invoice, subject only to contract termination by Stanley in the event of an adverse credit decision by Stanley's Credit Department. Late payments are subject to a charge equal to 1.5% per month of the amount outstanding or the maximum allowed by law, whichever is less. 2 Payment is not contingent upon purchaser's receipt of moneys from owner or any other source. 3 The following shall represent events of default by purchaser in the terms of this contract: non-payment in accordance with the terms set out herein, cancellation of this order by purchaser or refusal by purchaser or its agent to accept delivery of goods from Stanley. 4 In the event of default by purchaser, purchaser agrees to pay Stanley the contract price for all work completed by Stanley to the date of default or cancellation as well as all of Stanley's costs and expenses incurred in enforcing the terms of this contract including, but not limited to a reasonable attorney's fee, collection and court costs. 5 Except for purchaser's payment obligations, neither party shall be liable for any failure under this agreement due to acts of nature, earthquake or storm; failure of public utilities or common carriers; or any other causes beyond the reasonable control of the affected party. 6 Unless accepted by purchaser, this quotation shall expire ninety days from the date hereof. 7 Sales tax, if applicable, is not included in this Quotation. 8 The Warranty as outlined in the Quotation will not apply if the products: (1) have been altered, except by Stanley; (2) have not been installed, operated, repaired, or maintained in accordance with instructions supplied by Stanley; or (3) have been subjected to abnormal physical or electrical stress, misuse, negligence, accident, or catastrophe. 9 Any dispute, controversy or claim arising out of or relating to this Agreement or the breach, termination, or invalidity of it shall be submitted to final and binding arbitration as the sole and exclusive remedy for such controversy or dispute, provided, however that Stanley may commence action against you in a court of law for infringement of Stanley's intellectual property rights or default in any payment obligation. This Contract will be governed in accordance with the laws of the state where the premises at which Stanley performs the Work or provides Services is located, without regard to choice of law principles. This document is a contract. I affirm that I have the authority to sign this contract and this is my acceptance of this Quotation as well as my authorization to proceed with the above stated work at the price of $ plus applicable sales tax. Signature: Name (Print): Ref#: Title: Date: If you would like to pay by Credit Card, please contact us at 1(800) 722-2377 Ext. 4. We accept the following Credit Cards: Page 2 of 2 J'�'GLASS.NC. Estimate 104920 Date: 1/25/2022 Page: 1 of 1 Your Ref: City of Monticello Quantity Description Rate Amount 1 Provide and Install Record Automatic Doors 19,680.00 19,680.00 TOTAL CITY: 5 (2) West Entrance Doors (2) East Entrance Doors (1) Interor Wood Door (2) Jamb Push Plates FAI-8100 Record 8100 series heavy-duty 36" operator in Clear Anodized Finish PBS45 Series Wireless Controls Kit with Sequencing Electrical by Wes Olson Electric LLC West Entrance Doors - 2 control openers, install 120v power to each. Fed from the nearest electrical supply, with exposed and surface wiremold East Entrance Door - 2 control openers, install 120v power to each. Fed from the nearest electrical supply, with exposed and surface wiremold Interior Wood Door All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specifications involving extra costs, will be executed only upon written orders and will become an extra charge over and above the estimate. J&A GLASS, INC. is not liable for acts of God, strikes, accidents or delays beyond our control. Owner's to carry fire, tornado, & other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. The owner is responsible for obtaining and payment of applicable permits, inspections and notices. I accept the above mentioned description of work and agree to the price, terms and conditions listed below. Customer Acceptance: Acceptance Date: This quotation is valid for 30 days from the date of issue. Subtotal: 19,680.00 'Prices are subject to change without notice. Labor 0.00%: 0.00 Payment is due on delivery or pickup. A 50% deposit is due at the time of Tax Included: 0.00 acceptance and must be paid before any work can commence. 50% ($9,840.00) We accept Amex, Visa, Mastercard, Discover, Check, Cash and EFT. Total: $19,680.00 J & A Glass Inc. 14188 Northdale Blvd, Rogers 55374, MN, United States Phone: 763-633-9694 Email: citydesk@jaglassinc.com Website: www.jaglassinc.com Job: City of Monticello City of Monticello 505 Walnut St 505 Walnut St Monticello MN 55362 Monticello MN 55362 Mobile: 763442-0721 Email: jerry.hanson@ci.monticello.mn.us Quantity Description Rate Amount 1 Provide and Install Record Automatic Doors 19,680.00 19,680.00 TOTAL CITY: 5 (2) West Entrance Doors (2) East Entrance Doors (1) Interor Wood Door (2) Jamb Push Plates FAI-8100 Record 8100 series heavy-duty 36" operator in Clear Anodized Finish PBS45 Series Wireless Controls Kit with Sequencing Electrical by Wes Olson Electric LLC West Entrance Doors - 2 control openers, install 120v power to each. Fed from the nearest electrical supply, with exposed and surface wiremold East Entrance Door - 2 control openers, install 120v power to each. Fed from the nearest electrical supply, with exposed and surface wiremold Interior Wood Door All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specifications involving extra costs, will be executed only upon written orders and will become an extra charge over and above the estimate. J&A GLASS, INC. is not liable for acts of God, strikes, accidents or delays beyond our control. Owner's to carry fire, tornado, & other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. The owner is responsible for obtaining and payment of applicable permits, inspections and notices. I accept the above mentioned description of work and agree to the price, terms and conditions listed below. Customer Acceptance: Acceptance Date: This quotation is valid for 30 days from the date of issue. Subtotal: 19,680.00 'Prices are subject to change without notice. Labor 0.00%: 0.00 Payment is due on delivery or pickup. A 50% deposit is due at the time of Tax Included: 0.00 acceptance and must be paid before any work can commence. 50% ($9,840.00) We accept Amex, Visa, Mastercard, Discover, Check, Cash and EFT. Total: $19,680.00 J & A Glass Inc. 14188 Northdale Blvd, Rogers 55374, MN, United States Phone: 763-633-9694 Email: citydesk@jaglassinc.com Website: www.jaglassinc.com Russell Securio Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Name /Address I City of Alomiccllo 5ui \kalnut Street %lonticello. SIN i5362 Qty I Description Estimate Date Estimate # W 1 12021 4960 P.O. No. Terms Rep Ihm on receipt PDC " No card access is included in the abode pricinig. ' -ll other door hardware to remain a, is. ° All of the pre-existing hardware holes (door closers) may not he covered by the new door operators. Sonic ol'the pre-existing hardware holes and hardware preps ma) still need to be covered. We will take measure to retro -tit as neat as possible. )hese prices are lir budget purposes onh and mac increase due to unknown future material prices. Russell Security Resource. Inc. guaranties all materials to be ol'good quality and to be installed in a professional manner. Bussell Security Resources Inc. prides itself on lidlo"ing a high code ol'clhics and will not Compromise this high standard. All warrauics will Julio" the manufacturer, "arrant%" unless other" ise stated. All prices are guaranteed for 30 d %i. no additional charges"ill be added without prior approral. Phone # Fax # 763-682.1253 763-682-0139 Page 2 Subtotal x17,320.00 Sales Tax (0.0%) x0.00 Total $17.320.00 I / / SecuxcY�f K'eaouuP r%tG. i Name /Address City of Monticello 505 Walnut Street Monticello. MN 55362 'Monticello Community Center Russell Security Resource Inc 205 5th St NE #6 Buffalo. MN 55313 Estimate Date Estimate # 1 19 2022 53i9 P.O. No. Terms Rep 1'Uc Russell Security Resource. Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Securitc Resource. Inc prides itself on following a high code of ethics and will not compromise this high standard. All warranties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days, no additional charges will be added without prior approval. Phone # Fax # 763-682-1253 763-682-0139 Page 2 Subtotal S5,153.00 Sales Tax (0.0%) S0.00 Total 55.153.00 CITY OF MONTICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: _ _ Jerry Hanson Dept: __Facilities Maintenance Phone: _763-271-7114 Signature of Person Obtaining Quotes: Jerry Hanson--- Item/Service ansomm__ Item/Service Requested: City Hall Fob Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name Contact Person Phone Number Total $ Amount Quoted 1 1/26/22 Russell Security Patrick Christensen 763-682-1253 $12,593.00 2 3 4 5 Selected Vendor: Russell Security. (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section(: Notes/comments: Sole source vendor for same system as Fire Station & DMV Approval Acknowledgement: Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/272015 Secu7Cty J=e-7�4, I i Name / Address Cin of Monticello 505 Walnut Street Monticello. M\ 55362 'Monticello ('ommunity Center Russell Seeurihi Resource Inn 205 5th St NE #6 Buffalo. MN 55313 Oty I Description Estimate Date Estimate # 1 26 2022 5179 P.O. No Terms Rep PD(' Job: Install electronic card/fob access on (2) City [fall Entry Doors: Exterior Door 19 and the One Interior Entrance Door Priced -the same system as the new fire station. 2 Keri NXT Controller with Mercury 2 KERI Proximity Card Reader 2 Dour Status Sw itch 2 Altronix Power Supply 2 4 Output Power Distribution Module 2 Filtered and Regulated Power Supply 2 Grade One flcmy-Duty Electric Strike, Dark Bronze Finish (Door 19 & City Hall Entrance) 6 12V Battery back up 1 Low Voltage Wire I Labor, Installation, Wiring, System Integration/Sci Up and Training Included 1 Wes Olson Electric: Electric wiring. permits, and inspection fees 50 Access Cards / FOBS Note: • At Jerry Hanson's request, we subcontracted with Wes Olson Electric to complete the line voltage to the power supplies. • Per Wes Olson, surface mound conduit or wircntold may be a necessity to run most of the wires to the doors. • We included 50 each Cards/Fobs in this estimate. • Soles tax is not included. If applicable. • Permit fees for Russell Security Resource are not included. If applicable. Wes Olson included his permit fees in his bid to ns. • These prices are for budget purposes only and may increase due to unknown future mineral] prices. Russell Security Resource, Inc. guaranties all materials to be of good quality and to be installed in a professional manner. Russell Security Resource, Inc. prides itself on following a high code of ethic, and will not compromise this high standard. All marianties will follow the manufacturers warranty unless otherwise stated. All prices are guaranteed for 30 days. no additional charge, will be added without prior approval. Phone # Fax # 763-682-1253 763-G82-11139 Subtotal 512.593.00 Sales Tax (0.0%n) 50.00 Total $12.593.00 City Council Agenda: 2/14/2022 2V. Consideration of approving a lease agreement with the Monticello Chamber of Commerce and Industry for an office suite in the new DMV Building (aka Prairie Conference Center) Prepared by: Meeting Date: ❑ Regular Agenda Item City Administrator 2/14/2022 ® Consent Agenda Item Reviewed by: Approved by: City Clerk ACTION REQUESTED Motion to approve a lease agreement with the Monticello Chamber of Commerce and Industry to relocate to an office suite in the new DMV building. PREVIOUS COUNCIL ACTION December 13, 2021: Approval begin lease negotiations with the Chamber for a relocation space in the new DMV building. REFERENCE AND BACKGROUND The Monticello Chamber of Commerce and Industry is a valued community partner. The organization is currently renting a City -owned building near the intersection of County Road 75 and Trunk Highway 25. The building is quite small with no separate offices, has limited parking, is situated quite close to the state highway, and needs HVAC upgrades. Given these characteristics, City Council authorized staff to pursue relocating the Chamber of Commerce to one of the second -floor suites within the new DMV location. With the intended move to a new location, the existing year-to-year lease with the Chamber needed to be updated. Important changes to the agreement include: • Initial 3 -year term with an automatic annual renewal. The initial term is intended to provide flexibility for both parties to adapt to the new space. A subsequent long-term lease renewal is a future option. • Language specific to responsibilities of both parties was revised to reflect the change from a single -occupant space to a shared space. The intent is to create an agreement similar to the library arrangement where the City owns and is responsible for the physical building and the occupant is responsible for items within the leased space. • The quarterly lease payment was updated to reflect common area charges for items like utilities, garbage collection, snow removal, and building maintenance. City Council Agenda: 2/14/2022 • The lease also notes the City will be responsible for any structural improvements needed prior to use of the space, and the Chamber will be responsible for finishing items such as paint or carpet. If approved, the intent is to facilitate necessary improvements to the suite so the Chamber can move in prior to their busy event season kicking off in late spring. I. Budget Impact: The lease outlines a quarterly rental fee of $500 or $2,000 per year into the DMV fund. This is intended to offset some of the cost for use of the building. II. Staff Workload Impact: Some staff time to ensure the suite is ready for the Chamber to move in. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the lease with the Monticello Chamber of Commerce and Industry for an office suite in the new DMV building. This maintains the Chamber's vital presence in the downtown while providing them with an improved space. SUPPORTING DATA • Updated Lease Agreement Lease Agreement This Lease Agreement ("Lease") is made and entered into this day of , 2022, by and between the City of Monticello, a Minnesota municipal corporation ("Lessor") and the Monticello Chamber of Commerce and Industry, a Minnesota nonprofit corporation ("Lessee"). Lessor leases and lets to Lessee that part of the Prairie Center premises situated at 118 West 6th Street, Monticello, Minnesota, described as part of Lots 9 and 10, Block 5, Original Plat of Monticello, Wright County, Minnesota, identified as the "Chamber of Commerce" on Exhibit A attached hereto within the building ("Building" containing approximately square feet of rentable space, hereinafter referred to as the "Leased Premises.") The Lessor and Lessee have identified certain improvements to the Leased Premises that both parties wish to have constructed. The Lessor will be responsible for structural and fixture improvements and Lessee shall be responsible for painting, carpet, and finishing items. The Lessor's facilities manager shall coordinate and approve the improvements and prepare an itemization of allocated costs prior to undertaking the work. The initial term of this Lease shall be for a period of three (3) years and ending , 2025, unless otherwise earlier terminated as provided herein. This Lease may be extended by supplemental written agreement regarding the extended term, rent and other conditions. The Lease is subject to the following terms and conditions: 1. Rent. Lessee agrees to pay, without demand by Lessor, the sum of $2,000.00 annually, to be billed quarterly at an amount of $500.00. 2. Use of Premises. The premises shall not be used by the Lessee for any purpose other than Chamber of Commerce activities without the written permission of Lessor. 3. Alterations and Improvements. The Lessee shall make no alterations to the Building on the Leased Premises or construct any building or make any other improvements to Leased Premises without the prior written consent of Lessor. 4. Maintenance and Repair and Utilities. The Lessor shall be responsible for all normal repairs and incidental maintenance of the Building and grounds, including garbage service. The Lessor shall also be responsible for all utilities including heat, electricity, sewer, and water. The Lessor shall keep the exterior of the Leased Premises in reasonable repair during the term of this Lease and shall maintain the grounds and snow removal of public sidewalks on the Leased Premises. The Lessee shall be responsible for payment of phone, internet, cable, or other telecommunication services. The Lessee shall be responsible for its own office furnishings and equipment within the Leased Premises. 5. Insurance. The Lessor shall maintain insurance coverage on the Building structure, and the Lessee shall be responsible for maintaining insurance coverage on any personal 220516v2 property or contents within the Building. The Lessee shall also provide and maintain in force public liability insurance coverage and name the Lessor as a co-insured. 6. Waiver of Subrogation. All insurance policies carried by either party pursuant to this Lease shall contain clauses by which the insurer waives all subrogation rights which it may have against either party hereto and against their respective insurers. The parties hereto, on behalf of themselves and their respective insurers, waive such subrogation rights. In addition to the foregoing, the Lessee agrees to name the Lessor as an additional insured on the insurance policies required hereunder. 7. Hold Harmless. The Lessee shall hold Lessor harmless from any damage suffered by any person arising out of Lessee's use or control of the Leased Premises and shall defend Lessor against any claims against Lessor arising from Lessee's use of or control over the Leased Premises. 8. Taxes. Lessor will be responsible for the real estate taxes during the terms of this Lease, if any. 9. Assignment and Subletting. The Lessee shall not assign this Lease or sublet any concession or license to use the Leased Premises or any part thereof without written permission of the Lessor. 10. Default. If any default is made in payment of rent, or any part thereof, at the time specified, or if any default is made in performance of or compliance with any other term or condition hereof, this Lease, at the option of the Lessor, may be terminated. Lessee agrees to pay all of the Lessor's costs, including reasonable attorney's fees, in the event legal action is necessary to obtain possession of the premises The Lessor reserves the right to terminate this Lease and the Lessee's use of the Leased Premises upon ninety (90) days written notice. 11. Applicable Law. The Lessee shall abide by all applicable statutes, administrative regulations, and ordinances covering Lessee's use of the Leased Premises. 12. Heirs and Assigns. The covenants and conditions herein contained shall apply to and bind the heirs, legal representatives, and assigns of the parties hereto, and all covenants are to be construed as conditions of this agreement. IN WITNESS WHEREOF, the parties hereto have executed this Lease Agreement. CITY OF MONTICELLO City Administrator CHAMBER OF COMMERCE President Date: , 2022 Date: , 2022 220516v2 EXHIBIT A 220516v2 City Council Agenda: 2/14/2022 3A. PUBLIC HEARING: Consideration of adopting Resolution 2022-13 ordering improvements for the 2022 Sidewalk Improvements Project Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 2/14/2022 ❑ Consent Agenda Item ® Public Hearing Reviewed by: Approved by: Project Engineer, Finance Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-13 ordering improvements for the 2022 Sidewalk Improvements Project. PREVIOUS COUNCIL ACTION • December 13, 2021— City Council authorized the preparation of a Feasibility Report for the 2022 Sidewalk Improvements and amended the contract with Hakanson Anderson to provide engineering services for this work. • January 10, 2022 — City Council accepted the Feasibility Report for the 2022 Sidewalk Improvements Project and set a public hearing date for February 14, 2022. REFERENCE AND BACKGROUND The City Council authorized the preparation of a Feasibility Report addressing sidewalk improvements in several identified areas. The proposed project would add sidewalk in front of 520 Chelsea Road, completing a connection from the Monticello High School driveway entrance westerly to County State Highway 39. The project is also proposed to address a Cargill request to replace sections of sidewalk that have become tripping hazards as well as a section along 318 41" Street West. The final area proposed to be included in this project is the section on Washington Street over the railroad tracks. The feasibility report concluded the proposed improvements are necessary, cost-effective and feasible, and will benefit the properties that are proposed to be assessed per Minnesota Statutes section 429.021 and 459.14, subd 7 and the City's Assessment Policy. I. Budget Impact: The project is to be funded from the Capital Projects Fund and $200,000 is included in the 2022 budget. The estimated project cost including engineering is $121,215, and $29,247 is proposed to be assessed as shown in the feasibility report. II. Staff Workload Impact: Extensive staff time will be spent reviewing the project submittals. City Council Agenda: 2/14/2022 III. Comprehensive Plan Impact: The Mobility Chapter of the Monticello 2040 Plan identifies a Connectivity goal striving for a complete, well-designed system of sidewalks and trails that provide access to the community. STAFF RECOMMENDED ACTION City staff recommends approval of the resolution ordering the improvements and authorizing the preparation of plans and specs. SUPPORTING DATA A. Resolution 2022-13 B. Feasibility Report CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-13 RESOLUTION ORDERING THE 2022 SIDEWALK IMPROVEMENTS PROJECT, CITY PROJECT NO. 22CO01 WHEREAS, a Feasibility Report has been prepared by the City Engineer for the 2022 Sidewalk Improvements Project, City Project No. 22CO01 which includes improvements and/or construction of certain sidewalk segments and other necessary appurtenant work; and WHEREAS, the report was received by the City Council on November 8, 2021 providing information as to whether the improvements are necessary, cost-effective, and feasible; whether it should be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels; and WHEREAS, a resolution of the City Council adopted the 10th day of January 2022, fixed a date for a council hearing on the proposed street improvements within the project area; and WHEREAS, ten days' mailed notice and two weeks' published notice of hearing was given, and the hearing was held thereon on the 14th day of February, 2022, at which all persons desiring to be heard were given an opportunity to be heard thereon. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: Such improvement is necessary, cost-effective, and feasible as detailed in the feasibility report. 2. Such improvement is hereby ordered as proposed in the City Council resolution adopted 10th day of January 2022. 3. The City Council declares its official intent to reimburse itself for the costs of the improvement from the proceeds of the tax-exempt bonds. ADOPTED BYthe Monticello City Council this 141h day of February 2022. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor FEASIBILITY REPORT FOR THE 2022 SIDEWALK IMPROVEMENT PROJECT Area 1 s. Area 2 4��/(7/�-{E/{R/�/sj[r7e%(� 3� 4q. eP Area 31 h� IN e$9A��0 '.669 f C7 ��� o /RJERSrA� �$$ssmnU F/, pRry THOMAS MHK CR 4TF 4¢ gt`C Aa � 9% ry M -ELS.EA.RR 4 U h a C all 196 F ROM mw H£Csf o Area 4 CITY OF MONTICELLO, MINNESOTA January 3, 2022 Prepared by: Hakanson 7 Anderson Hakanson Anderson 3601 Thurston Avenue Anoka, MN 55303 Telephone: 763-427-5860 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. L- 23461 1/3/22 Crail J. Joc um, P.E. Lic. No. Date Hak3601 Thurston anson Main Office: 45 Avenue, Anoka, MN 55303 Anderson Phone: 763/427-5860 Fax: 763/427-0520 www.haa-inc.com January 3, 2022 Matt Leonard, City Engineer City of Monticello 505 Walnut Street Monticello, MN 55362 RE: Feasibility Report 2022 Sidewalk Improvement Project Dear Mr. Leonard: Enclosed please find the Feasibility Report for the City of Monticello's 2022 Sidewalk Improvement Project. This project will include sidewalk repair and construction in four areas of the City as discussed in the report and as shown on Exhibit 1. The proposed improvements are technically feasible and will benefit the areas served. The total estimated project cost for the 2022 Sidewalk Improvement Project is $121,215.00. The project costs include construction costs plus 25 percent for construction contingency, engineering, legal, administrative and fiscal expenses. We would welcome the opportunity to present and discuss the contents of this report with you and your staff, the City Council, the benefiting property owners, and other interested parties. If you have any questions or need additional information, please call me at 763-852-0485. Sincerely, Hakanson Anderson Craig J. koclum, P.E. Project Engineer TABLE OF CONTENTS TITLE PAGE LETTER OF TRANSMITTAL TABLEOF CONTENTS.......................................................................................................TC-1 1. INTRODUCTION................................................................................................................1-2 2. ESTIMATED COSTS.............................................................................................................3 3. PROPOSED ASSESSMENTS................................................................................................3 4. PROJECT SCHEDULE..........................................................................................................4 5. CONCLUSIONS......................................................................................................................4 EXHIBIT Location Map APPENDIX Appendix A Estimated Quantities and Project Costs Appendix B Property List and Assessment Summary TC - 1 2022 SIDEWALK IMPROVEMENT PROJECT CITY OF MONTICELLO, MINNESOTA 1. INTRODUCTION This project will include sidewalk repair and construction in four areas of the City. Any pedestrian ramps within the project area that do not meet current ADA requirements will also be reconstructed with this project. Area 1 includes the construction of a new segment of sidewalk on the south side of 4th Street and just east of Linn Street. The construction of this sidewalk will complete a continuous pedestrian route from Linn Street to Walnut Street. See Area 1 in the photo below. This sidewalk will connect to an existing sidewalk on the east end and will require a new curb cut on Linn Street on the west end. Area 2 includes sidewalk repair on the west side of Walnut Street from 4th Street to one block south of 4th Street and continuing on 4th Street on the south side for approximately one block. This work will include the removal and replacement of the existing pedestrian ramps and removal and replacement of broken or unsafe sidewalk. See Area 2 in the photo below. Area 1 and Area 2 Area 3 includes the construction of 149 feet of new sidewalk on the west side of Washington Street from just north of Fallon Avenue and continuing across the railroad tracks. The construction of this sidewalk will complete a continuous pedestrian route from East Broadway to 7th Street. See Area 3 in the photo below. This sidewalk will connect to an existing sidewalk to the south and continue to the existing 6 -foot sidewalk to the north. The project assumes the existing 5 -foot sidewalk that is immediately north of the driveway for 407 Washington Street will be removed and replaced with 6 -foot sidewalk. Area 3 Area 4 includes the construction of 358 feet of new sidewalk on the south side of Chelsea Road and adjacent to 520 Chelsea Road. The construction of this sidewalk will complete a continuous pedestrian route from Fallon Avenue to the Monticello High School north driveway. This sidewalk will connect to a recently constructed sidewalk on the west side and will require a new curb cut in the driveway on the east end. Area 4 K 2. ESTIMATED COSTS The total estimated project cost for the 2022 Sidewalk Improvement Project is $121,215. The estimated project cost includes a 25 percent contingency for construction, engineering, legal, administrative and fiscal expenses. A summary of the project costs by project area is shown below. Appendix A includes a detailed breakdown of the estimated quantities and project costs. Area Construction Overhead Total Area 1: 4t' Street $17,931 $4,483 $22,414 Area 2: Walnut Street and 4t' Street $22,300 $5,575 $27,875 Area 3: Washington Street $21,313 $5,328 $26,641 Area 4: Chelsea Road $35,428 $8,857 $44,285 SUMMARY OF TOTAL COSTS $96,972 $24,243 $121,215 3. PROPOSED ASSESSMENTS The public improvement and property assessment process shall be carried out in accordance with Minnesota Statutes Chapter 429. The assessments shall be calculated in accordance with the current City Special Assessment and Trunk Area Policies and Procedures for Public Improvements and Maintenance Costs. The assessments for this project shall be calculated based on the "front footage" method of assessment for non-residential properties. The front footage assessment method applies to non-residential properties and is measured at the property line. Individual parcels can differ considerably in shape and area. In these cases, the actual physical dimensions of a parcel abutting an improvement (i.e., street, sewer, water, etc.) may not be construed as the frontage utilized to calculate the assessment for a particular parcel. Rather, an "adjusted front footage" will be determined. The purpose of this method is to equalize assessment calculations for lots of similar size. Individual parcels by their very nature differ considerably in shape and area. Per the policy, new sidewalks along an existing street, either as a stand-alone project or as part of a street reconstruction project, shall be assessed 50% on a front foot basis for non-residential commercially zoned properties and assessed 25% for non-residential industrial zoned properties that abut the sidewalk. Per the policy, replacement sidewalks are defined as the rehabilitation of an existing sidewalk which has become unsafe or a nuisance to the public as defined by local ordinance. Sidewalk replacement or repair shall be assessed at 25% of the total cost to the abutting benefitted lots. The total estimated project cost is $121,215 The total cost proposed to be assessed to the benefitting properties is $36,310. Appendix B provides a list of the properties proposed to be assessed and the assessment calculations. 4. 5. PROJECT SCHEDULE The proposed schedule for the 2022 Sidewalk Improvement Project shall be as follows. 2022 Monday January 10 City Council Approves Feasibility Report and Sets the Public Improvement Hearing Date Wednesday January 12 Send Hearing Notice to Monticello Times for publication on January 20, 2022 and January 27, 2022 Thursday January 20 Mail Public Improvement Hearing Notices to Property Owners Monday February 14 City Council Holds Public Improvement Hearing and Orders Preparation of Plans and Specifications Monday February 14 City Council Authorizes Advertisement for Bid Wednesday February 16 Send Advertisement for Bid to Monticello Times and Finance and Commerce Friday February 18 Advertisement for Bid Notice Published in the Finance and Commerce Thursday February 24 Advertisement for Bid Notice Published in Monticello Times Monday February 28 City Council Approves Plans and Specifications Tuesday March 22 Open Bids at City Hall Monday March 28 City Council Approves Bids and Awards Contract Tuesday May 10 Start Construction Friday July 15 Construction Substantial Completion Friday July 29 Construction Final Completion Friday August 5 Prepare Final Assessment Roll Monday August 22 City Council Approves Final Assessment Roll and Sets the Assessment Hearing Date Wednesday August 24 Send Advertisement for Assessment Hearing to Monticello Times for publication on September 1 Wednesday August 24 Mail Public Assessment Hearing Notices to Property Owners Monday September 26 City Council Holds the Assessment Hearing CONCLUSIONS The proposed improvements are necessary, cost-effective, and feasible and will benefit the properties listed in Appendix B of this report. In our opinion, this improvement should be combined and completed with the 2022 Street Improvement Project. The City, its financial consultant, and the persons assessed should review the project for benefit to determine the economic feasibility of the proposed improvements. It is recommended that the City Council accept this Feasibility Report at their January 10, 2022 regular City Council meeting and schedule the date for the Public Improvement Hearing. rd EXHIBIT Location Map C % P Area 1 Area 2 / I Rid /3R�STF � F � y A" A, F I` STATE 94 Kik �%\ NIL � LL Z rY' DUNDAS RD �� � e � ii ii �� 0 uI Cf:;i2 of N Legend Exhibit 1 New Construction 2022 Sidewalk Monticello Sidewalk Repair Improvement Project MINNESOTA Location Map APPENDIX A Estimated Quantities and Project Costs Estimated Quantities and Project Costs 2022 Street Improvement Project Sidewalk Improvements ITEM NO. DESCRIPTION UNIT UNIT COST AREA 1 - 318 4TH STREET NW AREA 2 - 200 & 206 4TH STREET NW AREA 3 - RR RIGHT OF WAY & 407 WASHINGTON STREET NW Area 4 - 520 CHELSEA ROAD TOTAL QUANTITY TOTAL COST 1 MOBILIZATION LUMP SUM $4,000.00 0.20 $800 0.21 $840 0.20 $800 0.39 $1,560 1 $4,000 2 REMOVE CONCRETE CURB AND GUTTER LIN FT $9.00 26 $234 48 $432 40 $360 20 $180 134 $1,206 3 REMOVE CONCRETE PAVEMENT - WALK SQ FT $2.00 1,288 $2,576 175 $350 1,463 $2,926 4 SAWING CONCRETE CURB AND GUTTER LIN FT $10.00 4 $40 8 $80 4 $40 16 $160 5 SAWING CONCRETE PAVEMENT - FULL DEPTH LIN FT $10.00 5 $50 11 $110 16 $160 6 SAWING BITUMINOUS PAVEMENT - AT CURB FACE LIN FT $10.00 26 $260 48 $480 40 $400 20 $200 134 $1,340 7 COMMON EXCAVATION CU YD $20.00 100 $2,000 55 $1,100 175 $3,500 330 $6,600 8 1 HAUL AND DISPOSE EXCESS MATERIAL CU YD $10.00 130 $1,300 72 $720 228 $2,280 430 $4,300 9 IRRIGATION SYSTEM REPAIR EACH $150.00 5 $750 1 $150 2 $300 6 $900 14 $2,100 10 CONCRETE CURB & GUTTER LIN FT $35.00 26 $910 48 $1,680 40 $1,400 20 $700 134 $4,690 11 RAILROAD IMPROVEMENTS LUMP SUM $3,000.00 1.00 $3,000 1 $3,000 12 TRUNCATED DOMES SQ FT $56.00 12 $672 48 $2,688 24 $1,344 12 $672 96 $5,376 13 5" CONCRETE WALK SQ FT $7.50 550 $4,125 955 $7,163 750 $5,625 2,130 $15,975 4,385 $32,888 14 6" CONCRETE WALK SQ FT $13.00 180 $2,340 330 $4,290 192 $2,496 120 $1,560 822 $10,686 15 TRAFFIC CONTROL LUMP SUM $2,500.00 0.20 $500 0.21 $525 0.20 $500 0.39 $975 1 $2,500 16 STORM DRAIN INLET PROTECTION DEVICE EACH $200.00 2 $400 4 $800 1 $200 4 $800 11 $2,200 17 SILT FENCE LIN FT $3.00 160 $480 160 $480 365 $1,095 685 $2,055 18 LOAM TOPSOIL BORROW (LV) CU YD $45.00 35 $1,575 20 $900 45 $2,025 100 $4,500 19 FERTILIZER TYPE 1 POUND $1.00 25 $25 18 $18 50 $50 93 $93 20 SEEDING SQ FT $0.10 2,570 $257 650 $65 3,220 $322 21 SEED MIXTURE 25-121 POUND $5.00 13 $65 3 $15 16 $80 22 HYDRAULIC BONDED FIBER MATRIX POUND $1.50 236 $354 60 $90 296 $444 23 SOD SQ YD $6.00 245 $1,470 160 $960 486 $2,916 1 891 $5,346 Estimated Construction Cost $17,931 $22,300 Estimated Project Cost (Includes 25% for Overhead and Contingency) $22,414 $27,875 M0301_Feasibility Construction Estimate R Page 1 of 1 $21,313 $35,428 $96,972 $26,641 $44,285 $121,215 APPENDIX B Property List and Assessment Summary Property List and Assessment Summary Monticello 2022 Sidewalk Improvement Project ASSESSMENT FOOTAGE TOTAL PID PROPERTY ADDRESS OWNER/TAXPAYER OWNER ADDRESS ZONING CONSTRUCTION TYPE PERCENTAGE (FEET) FRONTAGE (%) OWNER ASSESSMENT AREA 1 - 4TH STREET SIDEWALK CONSTRUCTION PO BOX 5626 155010019080 318 4TH ST W SUNNY FRESH FOODS INC CENTRAL COMMUNITY DISTRICT NEW CONSTRUCTION 50% 140 100.00% $11,207 MINNEAPOLIS, MN 55440 AREA 2 - WALNUT STREET AND 4TH STREET SIDEWALK REPLACEMENT SUNNY FRESH FOODS INC PO BOX 5626 155010018010 UNASSIGNED CENTRAL COMMUNITY DISTRICT REPAIR 25% 44 6.65% $463 %CARGILL INC MINNEAPOLIS, MN 55440 WRIGHT CO PRODUCTS INC PO BOX 5626 155010018060 200 4TH ST W CENTRAL COMMUNITY DISTRICT REPAIR 25% 398 60.12% $4,190 %CARGILL INC MINNEAPOLIS, MN 55440 WRIGHT CO PRODUCTS INC PO BOX 5626 155010018080 206 4TH ST W CENTRAL COMMUNITY DISTRICT REPAIR 25% 220 33.23% $2,316 %CARGILL INC MINNEAPOLIS, MN 55440 AREA 3 - WASHINGTON STREET SIDEWALK CONSTRUCTION 1321 13TH ST N 155015039010 407 WASHINGTON ST CENTRAL MN MENTAL HEALTH CTR NEIGHBORHOOD BUSINESS NEW CONSTRUCTION 50% 79 53.02% $7,063 ST. CLOUD, MN 56303 AREA 4 - CHELSEA ROAD SIDEWALK CONSTRUCTION 1070 33RD AVE SE INDUSTRIAL & BUSINESS 155120001010 520 CHELSEA RD TWIN CITY DIE CASTINGS COMPANY NEW CONSTRUCTION 25% 358 100.00% $11,071 MINNEAPOLIS, MN 55414 CAMPUS DISTRICT City Council Agenda: 2/14/2022 3B. PUBLIC HEARING: Consideration of Resolution 2022-14 approving the establishment Tax Increment Financing District No. 1-42 (Headwaters Apartment Project) within the Central Monticello Redevelopment Project No. 1; and the adoption of the Tax Increment Financine Plan relatine thereto Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager 02/14/2022 ❑ Consent Agenda Item ® Public Hearing Reviewed by: Approved by: Community Development Director, City City Administrator Clerk Motion to adopt Resolution No. 2022-14 approving the establishment of Tax Increment Financing District #1-42 (Headwaters Apartment Project) within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Financing Plan relating thereto. REFERENCE AND BACKGROUND City Council is asked to consider adopting Resolution 2022-14 establishing an Affordable Housing Tax Increment Financing (TIF) District for Headwaters Development's proposed senior (ages 55 +) apartment development. The City of Monticello and the Monticello Economic Development Authority (EDA) received an application from Headwaters Development for public financial assistance to assist with the construction of an approximate 108 -unit rental multi- family housing facility, with approximately 75 on -grade and 100 covered parking stalls. The project is to be located on the western portion of a land parcel known as Country Club Manor, Outlot A parcel, at the corner of Golf Course Road and 7th Street West within the City. The EDA has owned this property for some time. Headwaters Development presented its concept proposal at the August 11, 2021 EDA meeting. The EDA offered comments and invited Headwaters to submit a TIF Application for further consideration. That application was reviewed by the EDA at its meeting on December 8, 2021. The City Council adopted Resolution 2021-100 at its December 13, 2021 meeting calling for a public hearing to consider a TIF Plan for the proposed development. Due to the costs associated with acquisition and development of the apartment, the developer is seeking public financial assistance from the EDA in the form of pay -go tax increment financing City Council Agenda: 2/14/2022 assistance and conveyance of the site to the developer from the EDA. The tax increment revenue is proposed to come from a newly established TIF District No. 1-42. Subject to approval of the request for public financial assistance, the developer plans to commence construction by May 1, 2022, and substantially complete construction by December 31, 2023. The total cost of the Project is estimated at approximately $23.6 million or $218,518 per unit which is based on the developer's current pro forma as of December 2021. The developer's request for public financial assistance is to assist with the extraordinary costs of development and construction of the new housing. Headwaters Development has indicated that it will not proceed with the proposal without the approval of the requested public financial assistance. In a related sister proposal, Headwaters Development is also proposing to develop 60 rental twin -homes on 30 pad sites (Villas) on the easterly portion of the EDA owned parcel. Due to slightly different developer ownership interests, the Villas will be presented as a separate TIF District (1-43) consideration. State statutes for TIF review steps include a public hearing held by the City Council. Several years ago, the City Council assigned TIF District review and administration to the EDA. The City Council is still responsible for the final approval step in approving the TIF Plan and authorizing the creation of a new TIF District. The City Council last established an affordable housing TIF District in June 2018 when it approved the establishment of TIF District #1-40 which it used to support the Briggs Companies development of a 47 -unit apartment known as Rivertown Residential Suites in Block 36, in the core downtown area of Monticello. Budget Impact: The TIF application fee of $10,000 has been paid and will cover the cost of the TIF review and approval process. Costs not covered through the deposit will be invoiced to Headwaters Development. The impact of the proposed development project offers a positive element in that the EDA has an opportunity to sell a parcel of land for a market rate price using the mechanics of the pay -go TIF District increment capture. Over time, the captured increment will flow into the EDA General Fund for negotiated price of the 16.71 -acre parcel which will allow it to pursue other worthwhile housing and industrial development projects as needed. Also, Headwaters is not requesting a waiver of standard fees such as SAC, WAC, Trunk Fees, Park Dedication, etc. Ultimately, TIF increments are derived from new tax revenue from "new development" valuation. II. Staff Workload Impact: Staff involved in the proposed TIF District consideration include the Community Development Director, Economic Development Manager, the EDA attorney and the financial advisor. No additional staff are needed to complete the TIF review and approval process. City Council Agenda: 2/14/2022 III. Comprehensive Plan Impact: The Vision adopted as part of the Monticello 2040 Plan is to create a friendly and safe community which is inclusive and fosters a sense of belonging. The City has adopted a strategy for housing which includes developing a range of housing choice and opportunity. As residents move through their career paths and family status, their housing needs change. Monticello, an actively developing community, seeks to provide opportunities for a full range of "life cycle" housing options allowing them to stay and grow with our community. This proposal meets a specific housing need in the community, which is further supported by the 2020 Housing Study. The proposed project also meets the Monticello 2040 goal for growing from within, as it is also located within the city on an underutilized parcel of land. STAFF RECOMMENDED ACTION Staff recommends the City Council adopt Resolution 2022-14 establishing the Affordable Housing TIF District (1-42) supporting the Headwaters Development senior apartment proposal. The developer has indicated that it will not move forward with the proposal unless it can secure TIF assistance to help offset the extraordinary costs related to the parking structure and overall development components including grading, utility extensions and site excavation. SUPPORTING DATA A. Resolution 2022-14 B. TIF Plan C. Summary of Headwaters Development 7th Street Housing Proposal D. TIF Approval Calendar E. Proof of Public Hearing Publication CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2022-14 RESOLUTION APPROVING THE ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-42 (HEADWATERS APARTMENT PROJECT) WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1; AND THE ADOPTION OF THE TAX INCREMENT FINANCING PLAN RELATING THERETO WHEREAS, the City of Monticello Economic Development Authority (the "EDA") has requested that the City of Monticello, Minnesota (the "City") create Tax Increment Financing District No. 1-42 (the "TIF District") within the Central Monticello Redevelopment Project No. 1 (the "Project") and adopt a tax increment financing plan therefor (the "TIF Plan"), pursuant to Minnesota Statutes, Sections 469.090 to 469.1081, as amended, and 469.174 to 469.1794, as amended (collectively, the "Act"); and WHEREAS, the City and EDA have investigated the facts relating to the proposed TIF District and have caused the TIF Plan for the TIF District to be prepared; and WHEREAS, except for approval of the TIF District by the Board of Commissioners of the EDA, the City and its consultants have performed all actions required by law to be performed prior to the establishment of the TIF District and the adoption and approval of the proposed TIF Plan, including, but not limited to, notification of the commissioner of Wright County, Minnesota ("Wright County") representing the area included in the TIF District, notification of Wright County and Independent School District No. 882, and approval of the TIF Plan by the City's planning commission; and WHEREAS, on the date hereof, the City Council of the City conducted a public hearing relating to the TIF Plan and the establishment of the TIF District, at the views of all interested parties were heard at the public hearing; and WHEREAS, certain written materials and information (collectively, the "Materials") relating to the TIF Plan and to the activities contemplated therein have heretofore been prepared by staff and consultants and submitted to the Council and/or made a part of the City files and proceedings on the TIF Plan. The Materials include data, information, an application, project sources and uses, and other information supplied by Headwaters Development LLC, or an entity related thereto or affiliated therewith (the "Developer") as to the activities contemplated therein, and information constituting or relating to (1) why the assistance satisfies the so-called "but for" test and (2) the bases for the other findings and determinations made in this resolution. The Council hereby confirms, ratifies, and adopts the Materials, which are hereby incorporated into and made as fully a part of this resolution to the same extent as if set forth in full herein; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello as follows: 1. Tax Increment Financing District No. 1-42. The City hereby approves the establishment of the TIF District within the Project, the boundaries of which are described in Section 2.03.2 and Exhibit V of the TIF Plan. 2. Tax Increment Financing Plan. The TIF Plan is adopted as the tax increment financing plan for the TIF District and is incorporated herein by reference, and the City Council makes the following findings consistent with the TIF Plan: (a) The TIF District is a "housing district" within the meaning of Section 469.174, Subdivision 11 of the Act, as described in Section 2.03.3 of the TIF Plan, because (i) it consists of a project, or portions of a project, intended for occupancy, in part, by persons or families of low and moderate income as defined in Chapter 462A, Title II of the National Housing Act of 1934; the National Housing Act of 1959; the United States Housing Act of 1937, as amended; Title V of the Housing Act of 1949, as amended; and any other similar present or future federal, state, or municipal legislation or the regulations promulgated under any of those acts, and (ii) no more than 20% of the square footage of buildings that will receive assistance from tax increments within the TIF District will consist of commercial, retail, or other nonresidential uses. (b) In the opinion of the City Council, the development proposed in connection with establishment of the TIF District would not occur solely through private investment within the reasonably foreseeable future, and the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing ("TIF Assistance") would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District as described in the TIF Plan. The above finding is based on a request for tax increment assistance to the City submitted by the Developer, stating that the TIF Assistance is needed from the City and that without the use of tax increment financing, the proposed development could not proceed. The City also finds that in the Materials the Developer has demonstrated that the proposed use of tax increment financing is needed to offset the high construction costs of high-quality low to moderate income housing and associated infrastructure required to support the facility. Without the proposed assistance, these initial up -front costs would make it infeasible for the Developer to be able to charge the affordable rates required for low to moderate income MN190\170\777317.v2 residents. Due to the high construction costs of quality housing and the required associated infrastructure, and the limitation on rents available to developers of housing with an affordable component, the City has no expectation that other similar development would occur without TIF Assistance. Therefore, the City reasonably believes that the expected increase in market value at this site without TIF Assistance would be minimal. A comparative analysis of estimated market values both with and without establishment of the TIF District and the use of tax increments has been performed. Such analysis is included as Exhibit I to the TIF Plan and is incorporated herein by reference. (c) The TIF Plan for the TIF District conforms to the general plan for development or redevelopment of the City as a whole as determined by the City's planning commission. (d) The TIF Plan will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the TIF District by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for construction of multifamily housing for seniors by a private developer on currently underdeveloped and underutilized land, thereby increasing housing options in the City and encouraging potential further development of the surrounding properties by other private developers within the Project. (e) The provisions of this Section 1 are hereby incorporated by reference into and made a part of the TIF Plan. Background information and facts supporting all the above findings are set forth in the TIF Plan which is hereby incorporated by reference into and made a part of this resolution. 3. Public Purpose. The adoption of the TIF Plan conforms in all respects to the requirements of the Act and will help fulfill a need to develop an underutilized area of the City, eliminate blighting factors, to provide increased housing options to City residents, to provide affordable housing for seniors in the City, to improve the tax base, and to improve the general economy of the State, and thereby serves a public purpose. 4. Certification. Subject to approval of the TIF Plan by the Board of Commissioners of the EDA, the TIF District is hereby established and the TIF Plan, as presented to the City Council on this date, including without limitation the findings and statements of objectives contained therein, is hereby approved, ratified, established, and adopted and shall be placed on file in the office of the City Finance Director. Approval of the TIF Plan does not constitute approval of any project or a development agreement with any developer. City and EDA staff and consultants are authorized and directed to proceed with implementation of the TIF Plan and to transmit the request for certification of the TIF District to the Wright County Auditor in such form and MN190\170\777317.v2 content as the County Auditor may specify. The Wright County Auditor is requested to certify the original net tax capacity of the TIF District as described in the TIF Plan, and to certify in each year thereafter the amount by which the original net tax capacity has increased or decreased in accordance with the Act. 5. Filing. The City Administrator is authorized and directed to file copies of the TIF Plan with the Commissioner of Revenue and Office of the State Auditor. Approved by the City Council of the City of Monticello, Minnesota on February 14, 2022. Mayor City Clerk MN190\170\777317.v2 DRAFT CITY OF MONTICELLO, MINNESOTA TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 (HEADWATERS APARTMENT PROJECT) CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 PROPOSED TO BE ADOPTED BY CITY OF MONTICELLO AND CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY (EDA) PUBLIC HEARING DATE: , 2022 PLAN APPROVED BY EDA DATE: , 2022 PLAN APPROVED BY CITY COUNCIL DATE: , 2022 PLAN CERTIFICATION REQUEST DATE: , 2022 PLAN CERTIFIED DATE: , 2022 NORTHLAND y SECURITIES Northland Securities, Inc. 150 South Fifth Street, Suite 3300 Minneapolis, MN 55402 (800)851-2920 Member NASD and SIPC Registered with SEC and MSRB TABLE OF CONTENTS ARTICLE I - INTRODUCTION AND DEFINITIONS.........................................................1 Section 1.01 Introduction......................................................................................1 Section 1.02 Definitions.........................................................................................1 Section 1.03 Plan Preparation...............................................................................1 ARTICLE II - TAX INCREMENT FINANCING PLAN.........................................................2 Section 2.01 Statutory Authority..........................................................................2 Section 2.02 Planned Development.....................................................................2 2.02.1 Project Description......................................................................................3 2.02.2 City Plans and Development Program .................................................... 3 2.02.3 Land Acquisition.........................................................................................3 2.02.4 Development Activities..............................................................................2 2.02.5 Need for Tax Increment Financing........................................................... 2 Section 2.03 Tax Increment Financing District...................................................3 2.03.1 Designation.................................................................................................. 3 2.03.2 Boundaries of TIF District..........................................................................3 2.03.3 Type of District............................................................................................3 Section 2.04 Plan for Use of Tax Increment........................................................3 2.04.1 Estimated Tax Increment............................................................................3 2.04.2 Project Costs.................................................................................................4 2.04.3 Estimated Sources and Uses of Funds.....................................................5 Figure2-1......................................................................................................5 2.04.4 Administrative Expense.............................................................................5 2.04.5 County Road Costs.....................................................................................6 2.04.6 Bonded Indebtedness................................................................................. 6 2.04.7 Election of First Year of Increment and Duration of TIF District ......... 6 2.04.8 Estimated Impact on Other Taxing Jurisdictions...................................6 2.04.9 Prior Planned Improvements.................................................................... 7 ARTICLE III -ADMINISTERING THE TIF DISTRICT......................................................7 Section 3.01 Filing and Certification....................................................................7 Section 3.02 Modifications of the Tax Increment Financing Plan....................7 Section 3.03 4 -Year Knockdown Rule..................................................................8 Section 3.04 Pooling/5-Year Rule..........................................................................8 Section 3.05 Financial Reporting and Disclosure Requirements .....................8 Section 3.06 Business Subsidy Compliance........................................................8 EXHIBITS........................................................................................................................... 9 Exhibit I - Present Value Analysis............................................................................9 Exhibit II - Projected Tax Increment......................................................................10 Exhibit III - Impact on Other Taxing Jurisdictions..............................................11 Exhibit IV - Estimated Tax Increment Over Life of District...............................12 Exhibit V - Map of TIF District...............................................................................13 Exhibit VI - Map of Central Monticello Redevelopment Project No. 1 ............14 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 ARTICLE I — INTRODUCTION AND DEFINITIONS SECTION 1.01 INTRODUCTION The City of Monticello and the City of Monticello Economic Development Authority propose to provide tax increment financing assistance through the establishment of Tax Increment Financing (Housing) District No. 1-42 to assist with the financing of certain project costs for the construction of an approximate 108 -unit rental multi -family housing facility, with an affordable component, by a private developer. This document contains the plan for achieving the objectives of the Central Monticello Redevelopment Project No. 1 through the establishment of Tax Increment Financing District No. 1-42. SECTION 1.02 DEFINITIONS For the purposes of this document, the terms below have the meanings given in this section, unless the context in which they are used indicates a different meaning: 1. "Authority" means the City of Monticello Economic Development Authority. 2. "City" means the City of Monticello, Minnesota. 3. "City Council" means the City Council of the City. 4. "County" means Wright County, Minnesota. 5. "Developer" means the private party undertaking construction of the Project within the TIF District. 6. "Public Development Costs" means the cost of the development activities that will or are expected to occur within the Project Area or the TIF District. 7. "Project" means the construction by the Developer of an approximate 108 -unit rental multi- family housing facility for seniors, with approximately 75 on -grade and 100 covered parking stalls, to be located at the corner of Golf Course Road and 7th Street West within the City. 8. "Redevelopment Plan" means the Redevelopment Plan for the Redevelopment Project, as the same may, from time to time, be amended or supplemented. 9. "Redevelopment Project" means Central Monticello Redevelopment Project No. 1 of the Authority, as the same may, from time to time, be amended or supplemented. 10. "School District" means Independent School District No. 882 (Monticello Public Schools). 11. "State" means the State of Minnesota. 12. "TIF Act" means Minnesota Statutes, Sections 469.174 through 469.1794, as amended, both inclusive. 13. "TIF District" means Tax Increment Financing (Housing) District No. 1-42 (Headwaters Apartment Project). 14. "TIF Plan" means the tax increment financing plan for the TIF District (this document). SECTION 1.03 PLAN PREPARATION The document was prepared for the City and the Authority by Northland Securities, Inc. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 ARTICLE II - TAX INCREMENT FINANCING PLAN SECTION 2.01 STATUTORY AUTHORITY The TIF District and the TIF Plan are established under the authority of the TIF Act. SECTION 2.02 PLANNED DEVELOPMENT 2.02.1 Project Description The Project includes construction of an approximate 108 -unit rental multi -family housing facility for seniors, with approximately 75 on -grade and 100 covered parking stalls, to be located at the corner of Golf Course Road and 7th Street West within the City. The proposed four-story apartment building will include approximately 16 studio units, 64 one -bedroom units, and 28 two-bedroom units, with an affordable rent component. The property where the Project will be built is currently vacant and owned by the Authority. 2.02.2 City Plans and Development Program In addition to achieving the objectives of the Redevelopment Plan, the Project is consistent with and works to achieve the development objectives of the City. The TIF Plan for the TIF District conforms to the general plan for development or redevelopment of the City as a whole. The City has adopted land use controls to guide the use of property. The proposed development plans for the Project in the TIF District have been reviewed by the Planning Commission and the City Council. 2.02.3 Land Acquisition The Authority owns the land within the TIF District. The Authority plans to sell/convey land to the Developer for the Project. 2.02.4 Development Activities As of the date of approval of this TIF Plan, there are no development activities proposed in this TIF Plan that are subject to contracts. 2.02.5 Need for Tax Increment Financing In various materials the Developer has demonstrated that the proposed use of tax increment financing is needed to offset the high construction costs of high-quality low- to moderate - income housing and associated infrastructure required to support the facility. Without the proposed assistance, these initial up -front costs would make it infeasible for the Developer to be able to charge the affordable rents required for low -to moderate -income residents. Thus, it is the opinion of the City and the Authority that the proposed development would not reasonably be expected to occur solely through private investment within the foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the estimated tax increments for the maximum duration of the TIF District permitted by the TIF Plan. A comparative analysis of estimated market values both with and without establishment of the TIF District and the use of tax increments has been performed as described above and is shown in Exhibit I. This analysis, which is not required by the TIF Act for approval of a housing district, indicates that the increase in estimated market value of the proposed development (less the present value of the estimated tax increments for the maximum duration permitted by the TIF Plan) exceeds the estimated market value of the site prior to the establishment of the TIF District. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 SECTION 2.03 TAX INCREMENT FINANCING DISTRICT 2.03.7 Designation This TIF District is designated Tax Increment Financing (Housing) District No. 1-42 (Headwaters Apartment Project). 2.03.2 Boundaries of TIF District The boundaries of the TIF District are depicted in Exhibit V. The TIF District will include a portion of what is currently parcel 155-033-900-010, along with the adjacent roads and right-of- way. The property to be included within the TIF District is described as follows: • [A description of the property is being prepared and will be inserted here.] The property will need to be platted and a new parcel identification number assigned by the County prior to the certification of the TIF District. 2.03.3 Type of District The TIF District is designated as a "housing" district pursuant to Section 469.174, subdivision 11 of the TIF Act. For the designation, of a tax increment financing housing district, the Developer of the Project will need to commit to the following: 1. Satisfy the income requirements for a qualified residential rental project as defined in section 142(d) of the Internal Revenue Code. This requirement applies for the duration of the tax increment financing district. The Fiscal Year 2021 Area Median Family Income (AMI) for the County is $104,900. The developer will commit to provide (a) 40% or more of units for occupancy by persons at 60% or less of AMI (based on household size). These income thresholds may change over the life of the TIF District. 2. Provide that no more than 20% of the square footage of building to receive assistance from tax increments consist of commercial, retail, or other nonresidential uses. Revenue derived from tax increment from a housing district must be used solely to finance the cost of housing projects as defined in Section 469.174, subdivision 11 of the TIF Act. The cost of public improvements directly related to the housing projects and the allocated administrative expenses of the Authority may be included in the cost of a housing project. 3. Failure to comply with these income limitations is subject to the enforcement provisions of Section 469.1771 of the TIF Act. SECTION 2.04 PLAN FOR USE OF TAX INCREMENT 2.04.7 Estimated Tax Increment The original net tax capacity of value of the TIF District will be set by the County upon request for certification. For the purposes of this Plan, the estimated original net tax capacity is $899. This amount is estimated based on the most recent published estimated market value of $386,137 for Parcel 155-033-900-010; with tax capacity value calculated for residential rental property and the assumption that 18.6% of the valuation of this existing parcel will be attributed to the new parcel that will be established for the Project and included in the TIF District. The total tax capacity value of the property for the first estimated year of tax increment (for taxes payable in 2025) is estimated to be $163,620. This amount is based on a total estimated market value of $13,089,600 with property classified as residential rental property. The estimated difference between the total tax capacity value after development completion (for taxes payable in 2025) and the original net tax capacity value is the captured tax capacity value ($162,721) for the creation of tax increment. The total local tax rate for taxes payable in 2021 is 95.949%. The TIF Plan assumes that this rate DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 will be set as the original local tax rate for the TIF District. At the time of the certification of the original net tax capacity for the TIF District, the county auditor shall certify the original local tax rate that applies to the TIF District. The original local tax rate is the sum of all the local tax rates, excluding that portion of the school rate attributable to the general education levy under Minnesota Statutes section 126C.13, that apply to a property in the TIF District. The local tax rate to be certified is the rate in effect for the same taxes payable year applicable to the tax capacity values certified as the TIF District's original tax capacity. The resulting tax capacity rate is the original local tax rate for the life of the TIF District. Under these assumptions, the estimated annual tax increment will be $156,129 in the first year of tax increment collection. The actual tax increment will vary according to the certified original tax capacity value and original tax rate, the actual property value produced by the proposed development and the changes in property value and State tax policy over the life of the district. It is the intent of the City and the Authority to retain 100% of the captured tax capacity value for the duration of the TIF district. Exhibit II contains the estimated tax increment over the life of the District. 2.04.2 Public Development Costs The Authority will use tax increment to pay Public Development Costs. The Authority anticipates the use of tax increment to pay administrative expenses for the TIF District and to reimburse the Authority and the Developer on a pay -go basis for Public Development Costs. A contract between the Authority and the Developer will define the means for verifying Public Development Costs to be incurred by the Developer that will be eligible for reimbursement from tax increments and the means of disbursing tax increments collected by the Authority to the Developer. The Authority may also use tax increments to pay financing costs. The interest rate payable on bonds, the definition of bonds includes tax increment financing revenue notes, to be issued will be set pursuant to a contract with the Developer. The City and the Authority reserve the right to modify the TIF Plan to provide authority to expend tax increment from the TIF District on other qualified housing projects that meet the criteria for establishing a housing TIF district. Section 469.174, subdivision 11 of the TIF Act defines a housing district as consisting of a project, or a portion of a project, intended for occupancy, in part, by persons or families of low and moderate income. The requirements for the establishment of a housing TIF district are contained in Section 469.1761 of the TIF Act. The primary criteria are income related. The criteria are different for owned and rental housing. The practical application of this authority includes: • The use of tax increment is not limited by pooling restrictions or the five-year rule. • The tax increment can be spent on activities outside of the TIF district, but within the Development District No. 1. • This authority does not extend the maximum statutory duration of the TIF district. • The tax increment must be used solely to finance the cost of the "housing project" as defined by the TIF Act. The cost of public improvements directly related to the housing project and the allocated administrative expenses of the Authority may be included in the cost of the housing project. • No more than 20% of the square footage of buildings that receive TIF assistance may consist of commercial, retail, or other nonresidential uses. Potential applications of this authority include: • Individual housing projects avoiding the need for a new TIF district. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 4 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 • Supplementing the revenues of another housing TIF district. • Assistance for the renovation of existing housing. • Acquisition of land for housing. • Assistance to make public improvements more affordable. 2.04.3 Estimated Sources and Uses of Funds The estimated sources of revenue, along with the estimated Public Development Costs of the TIF District, are itemized in Figure 2-1 that follows. Such costs are eligible for reimbursement from tax increments from the TIF District. The City and Authority reserve the right to administratively adjust the amount of any of the Estimated Tax Increment Project Cost line items listed in Figure 2-1, so long as the total Estimated Tax Increment Project Costs amount, not including financing costs, is not increased. FIGURE 2-1 ESTIMATED SOURCES AND USES OF FUNDS Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County 4,596,000 Interest and investment earnings 50,000 Sales/lease proceeds - Market value homestead credit - Total Estimated Tax Increment Revenues 4,646,000 Estimated Project/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition 384,760 Site improvements/preparation costs - Utilities - Other public improvements - Construction of affordable housing 2,791,240 Small city authorized costs, if not already included above - Administrative costs 100,000 Estimated Tax Increment Project Costs 3,276,000 Estimated financing costs Interest expense 1,370,000 Total Estimated Project/Financing Costs to be Paid from Tax Increment 4,646,000 Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense 4,646,000 The Authority reserves the right to spend up to ten percent (10%) of tax increment revenues distributed from the County on qualified administrative expenses pursuant to the requirements in the TIF Act. The Authority will use these monies to pay for and reimburse the Authority for costs of administering the TIF district allowed by the TIF Act. The estimated amount of tax DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 5 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 increment revenue planned to pay administrative expense is shown in Figure 2-1. Anticipated administrative expenses of the TIF District include annual audit of the fund for TIF District, preparation of annual reporting, legal publication of annual report, and administration of the development agreement, among other qualified purposes. 2.04.5 County Road Costs The proposed development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. 2.04.6 Bonded Indebtedness The total amount of bonds estimated to be issued is shown in Figure 2-1. The City will not issue any general obligation bonded indebtedness as a result of the TIF Plan. The Authority intends to use tax increment financing to reimburse the Developer on pay-as- you-go basis for Public Development Costs pursuant to a contract with the Developer. The City or the Authority may advance or loan money to finance expenditures under Section 469.176, subdivision 4 of the TIF Act, from the general funds of the City or the Authority or any other fund under which there is legal authority to do so, subject to the following provisions: (a) Not later than 60 days after money is transferred, advanced, or spent, whichever is earliest, the loan or advance must be authorized by resolution of the City or of the Authority, whichever has jurisdiction over the fund from which the advance or loan is authorized. (b) The resolution may generally grant to the City or the Authority the power to make interfund loans under one or more tax increment financing plans or for one or more districts. The resolution may be adopted before or after the adoption of the tax increment financing plan or the creation of the tax increment financing district from which the advance or loan is to be repaid. (c) The terms and conditions for repayment of the loan must be provided in writing. The written terms and conditions may be in any form, but must include, at a minimum, the principal amount, the interest rate, and maximum term. Written terms may be modified or amended in writing by the City or the Authority before the latest decertification of any tax increment financing district from which the interfund loan is to be repaid. The maximum rate of interest permitted to be charged is limited to the greater of the rates specified under Minnesota Statutes, Section 270C.40 or 549.09 as of the date the loan or advance is authorized, unless the written agreement states that the maximum interest rate will fluctuate as the interest rates specified under Minnesota Statutes, Section 270C.40 or 549.09 are from time to time adjusted. Loans or advances may be structured as draw- down or line -of -credit obligations of the lending fund. (d) The Authority shall report in the annual report submitted under Section 469.175, subdivision 6 of the TIF Act: (1) the amount of any interfund loan or advance made in a calendar year; and (2) any amendment of an interfund loan or advance made in a calendar year. 2.04.7 Election of First Year of Increment and Duration of TIF District The duration to collect and spend tax increments on eligible purposes is set at the maximum duration of 25 years after the date of receipt of the first tax increment or 26 years of tax increment collection. The first year of increment is elected to be year 2025. Based on the elected first year of increment, the estimated decertification date is 12/31/2050. 2.04.8 Estimated Impact on Other Taxing Jurisdictions Exhibits III and IV show the estimated impact on other taxing jurisdictions if the maximum DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 6 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 estimated retained captured net tax capacity of the TIF District was hypothetically available to the other taxing jurisdictions. The City and the Authority believe that there will be no adverse impact on other taxing jurisdictions during the life of the TIF District, since the proposed development would not have occurred without the establishment of the TIF District and the provision of public assistance. A positive impact on other taxing jurisdictions will occur when the TIF District is decertified and the development therein becomes part of the general tax base. The City and the Authority anticipate minimal impact of the proposed development on city -provided services. A manageable increase in water and sewer usage is expected. It is anticipated that there may be a slight but manageable increase in police and fire protection duties due to the development. 2.04.9 Prior Planned Improvements There have been no building permits issued in the last 18 months in conjunction with any of the properties within the TIF District. The Authority will include this statement with the request for certification to the County Auditor. ARTICLE III —ADMINISTERING THE TIF DISTRICT SECTION 3.01 FILING AND CERTIFICATION The filing and certification of the TIF Plan consists of the following steps: 1. Upon adoption of the TIF Plan by the City and the Authority, the Authority shall submit a copy of the TIF Plan to the Minnesota Department of Revenue and the Office of the State Auditor. 2. The Authority shall request that the County Auditor certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the County Auditor in this process, the Authority shall submit copies of the TIF Plan, the resolution establishing the TIF District and adopting the TIF Plan, and a listing of any prior planned improvements. SECTION 3.02 MODIFICATIONS OF THE TAX INCREMENT FINANCING PLAN The City and the Authority reserve the right to modify the TIF District and the TIF Plan. Under the TIF Act, the following actions can only be approved after satisfying all the necessary requirements for approval of the original TIF Plan (including notifications and public hearing): 1. any reduction or enlargement of geographic area of the Project or TIF District that does not meet the requirements of Section 469.175, subdivision 4, paragraph (e) of the TIF Act. 2. increase in amount of bonded indebtedness to be incurred; 3. a determination to capitalize interest on the debt if that determination was not a part of the original plan; 4. increase in the portion of the captured net tax capacity to be retained by the Authority; 5. increase in the estimate of the cost of the Project, including administrative expenses, that will be paid or financed with tax increment from the TIF District; or 6. designation of additional property to be acquired by the Authority. Other modifications can be made by resolution of the Authority. In addition, the original approval process does not apply if (1) the only modification is elimination of parcels from the TIF District and (2) the current net tax capacity of the parcels eliminated equals or exceeds the net tax capacity of those parcels in the TIF District's original net tax capacity, or the City and the DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 7 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 Authority agree that the TIF District's original net tax capacity will be reduced by no more than the current net tax capacity of the parcels eliminated. Upon approval by the City, the Authority must notify the County Auditor of any modification that reduces or enlarges the geographic area of the TIF District. The geographic area of the TIF District may be reduced but not enlarged after five years following the date of certification. SECTION 3.03 4 -YEAR KNOCKDOWN RULE Since the TIF District is anticipated to consist of a single parcel, development of the Project as planned prevents any loss of value from the 4 -Year Knockdown Rule. The 4 -Year Knockdown Rule requires that if after four years from certification of the TIF District no demolition, rehabilitation, renovation or site improvement, including a qualified improvement of an adjacent street, has commenced on a parcel located within the TIF District, then that parcel shall be excluded from the TIF District and the original net tax capacity shall be adjusted accordingly. Qualified improvements of a street are limited to construction or opening of a new street, relocation of a street, or substantial reconstruction or rebuilding of an existing street. The Authority must submit to the County Auditor, by February 1 of the fifth year, evidence that the required activity has taken place for each parcel in the TIF District. If a parcel is excluded from the TIF District and the City, Authority, or owner of the parcel subsequently commences any of the above activities, the Authority shall certify to the County Auditor that such activity has commenced and the parcel shall once again be included in the TIF District. The County Auditor shall certify the net tax capacity of the parcel, as most recently certified by the Commissioner of Revenue, and add such amount to the original net tax capacity of the TIF District. SECTION 3.04 POOLING/5-YEAR RULE As permitted under Section 469.1763, subdivision 2(b) and subdivision 3(a)(5) of the TIF Act, any expenditures of increment from the TIF District to pay the cost of a "housing project" as defined in Section 469.174, subdivision 11 of the TIF Act will be treated as an expenditure within the district for the purposes of the "pooling rules" and the "five year rule". It is not anticipated that tax increments will be spent outside the TIF District (except allowable administrative expenses), but such expenditures are expressly authorized in the TIF Plan. SECTION 3.05 FINANCIAL REPORTING AND DISCLOSURE REQUIREMENTS The Authority will comply with the annual reporting requirements of the TIF Act pursuant to the guidelines of the Office of the State Auditor. Under current law, the Authority must prepare and submit a report on the TIF district on or before August 1 of each year. The Authority must also annually publish in a newspaper of general circulation in the City an annual statement for each tax increment financing district. The reporting and disclosure requirements outlined in this section begin with the year the district was certified, and shall end in the year in which both the district has been decertified and all tax increments have been spent or returned to the county for redistribution. Failure to meet these requirements, as determined by the State Auditors Office, may result in suspension of distribution of tax increment. SECTION 3.06 BUSINESS SUBSIDY COMPLIANCE The Project is exempt from the business subsidy requirements specified in Minnesota Statutes, Sections 116J.993 to 116J.995 because the intended assistance for the Project specified in this document is anticipated to be 100% for housing assistance. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 8 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 Exhibit I City of Monticello Tax Increment Financing District No. 1-42 Present Value Analysis 3 Section 469.175(3)(2) of the TIF Act Headwaters Apartment Project 1 Estimated Future Market Value w/ Tax Increment Financing $16,786,522 2 Payable 2021 Market Value $71,932 3 Market Value Increase (1-2) $16,714,590 4 Present Value of Future Tax Increments $2,928,146 5 Market Value Increase Less PV of Tax Increments $13,786,444 6 Estimated Future Market Value w/o Tax Increment Financing $92,248 7 Payable 2021 Market Value $71,932 8 Market Value Increase (6-7) $20,316 9 Increase in MV From TIF $13,766,128 2 ' Assume 1.00% annual appreciation over 26 year life of district. 2 Statutory compliance achieved if increase in market value from TIF (Line 9) is greater than or equal to zero. 3 Section 469.175(3)(2) of the TIF Act does not require this present value analysis for a housing tax increment financing district. This analysis is provided for information purposes. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 9 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 Exhibit II City of Monticello Monticello Tax Increment Financing District No. 1-42 (Housing) Headwaters Apartment Project Projected Tax Increment Cash Flow DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 10 Less Taxable Present TIF Taxes Original Captured Original Less Market Net Tax Captured Available Value of District Payable Value Capacity Net Tax Net Tax Tax Rate TIF State TIF e Available Year Year Capacity Capacity a z Fee s (TMV)' a TIF 1 2025 13,089,600 163,620 899 162,721 95.949% 156,129 (562) 155,567 142,630 2 2026 13,220,496 165,256 899 164,357 95.949% 157,699 (568) 157,131 282,468 3 2027 13,352,701 166,909 899 166,010 95.949% 159,285 (573) 158,712 419,568 4 2028 13,486,228 168,578 899 167,679 95.949% 160,886 (579) 160,307 553,983 5 2029 13,621,090 170,264 899 169,364 95.949% 162,504 (585) 161,919 685,767 6 2030 13,757,301 171,966 899 171,067 95.949% 164,137 (591) 163,546 814,970 7 2031 13,894,874 173,686 899 172,787 95.949% 165,787 (597) 165,190 941,644 8 2032 14,033,823 175,423 899 174,524 95.949% 167,454 (603) 166,851 1,065,837 9 2033 14,174,161 177,177 899 176,278 95.949% 169,137 (609) 168,528 1,187,598 10 2034 14,315,903 178,949 899 178,050 95.949% 170,837 (615) 170,222 1,306,975 11 2035 14,459,062 180,738 899 179,839 95.949% 172,554 (621) 171,933 1,424,014 12 2036 14,603,652 182,546 899 181,647 95.949% 174,288 (627) 173,661 1,538,761 13 2037 14,749,689 184,371 899 183,472 95.949% 176,040 (634) 175,406 1,651,262 14 2038 14,897,186 186,215 899 185,316 95.949% 177,809 (640) 177,169 1,761,559 15 2039 15,046,158 188,077 899 187,178 95.949% 179,595 (647) 178,948 1,869,695 16 2040 15,196,619 189,958 899 189,059 95.949% 181,400 (653) 180,747 1,975,714 17 2041 15,348,585 191,857 899 190,958 95.949% 183,222 (660) 182,562 2,079,656 18 2042 15,502,071 193,776 899 192,877 95.949% 185,063 (666) 184,397 2,181,563 19 2043 15,657,092 195,714 899 194,815 95.949% 186,923 (673) 186,250 2,281,473 20 2044 15,813,663 197,671 899 196,772 95.949% 188,800 (680) 188,120 2,379,427 21 2045 15,971,800 199,647 899 198,748 95.949% 190,697 (687) 190,010 2,475,462 22 2046 16,131,518 201,644 899 200,745 95.949% 192,613 (693) 191,920 2,569,616 23 2047 16,292,833 203,660 899 202,761 95.949% 194,547 (700) 193,847 2,661,925 24 2048 16,455,761 205,697 899 204,798 95.949% 196,502 (707) 195,795 2,752,427 25 2049 16,620,319 207,754 899 206,855 95.949% 198,475 (715) 197,760 2,841,155 26 2050 16,786,522 209,832 899 208,932 95.949% 200,469 (722)1 199,747 2,928,146 4,612,852 (16,606) 4,596,246 2,928,146 TOTAL = Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.00% 2 Original Tax Rate estimated based on Taxes Payable Year 2021. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $71,932, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 3.0% rate, and date of 12/1/2022. 6 Available TIF is after deducting State Auditor Fee of 0.36%. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 10 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 Exhibit III City of Monticello Monticello Tax Increment Financing District No. 1-42 Impact on Other Taxing Jurisdictions (Taxes Payable 2021) Headwaters Apartment Project Annual Tax Increment Estimated Annual Captured Tax Capacity (Full Development) $187,178 Payable 2021 Local Tax Rate 95.949% Estimated Annual Tax Increment $179,595 Percent of Tax Base Net Tax Captured Percent of Capacity (NTC) Tax Capacity Total NTC City of Monticello Wright County ISD # 882 31,796,124 191,418,817 42,943,725 187,178 187,178 187,178 0.59% 0.10% 0.44% Dollar Impact of Affected Taxing Jurisdictions Net Tax Tax Added Local Capacity % of Total Increment Tax Rate (NTC) Share City of Monticello 35.659% 37.165% 66,746 0.210% Wright County 43.719% 45.565% 81,832 0.043% ISD # 882 15.390% 16.040% 28,807 0.067% Other 1.181% 1.231% 2,211 Totals 95.949% 100.000% 179,596 NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the Tax Increment District, the creation of the District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the Tax Increment District, then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 11 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 Exhibit IV City of Monticello Tax Increment Financing (Housing) District No. 1-42 Headwaters Apartment Project Estimated Tax Increments Over Maximum Life of District Note: The Estimated Total Tax Increment shown above is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides Estimated Total Tax Increment after deducting for the State Auditor's fee. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 12 Based on Pay 2021 Tax Rate = 95.949% 35.659% 43.719% 15.390% 7.787% New Estimated City County School Other TIF Taxes Taxable New Base Captured Total TIF TIF TIF TIF District Payable Market Tax Tax Tax Tax Related Related Related Related Year Year Value Capacity Capacity Capacity Increment Share Share Share Share 1 2025 13,089,600 163,620 899 162,721 156,129 58,025 71,140 25,043 1,921 2 2026 13,220,496 165,256 899 164,357 157,699 58,608 71,855 25,295 1,941 3 2027 13,352,701 166,909 899 166,010 159,285 59,197 72,578 25,549 1,961 4 2028 13,486,228 168,578 899 167,679 160,886 59,793 73,307 25,806 1,980 5 2029 13,621,090 170,264 899 169,364 162,504 60,394 74,044 26,065 2,001 6 2030 13,757,301 171,966 899 171,067 164,137 61,001 74,789 26,327 2,020 7 2031 13,894,874 173,686 899 172,787 165,787 61,614 75,541 26,592 2,040 8 2032 14,033,823 175,423 899 174,524 167,454 62,233 76,300 26,859 2,062 9 2033 14,174,161 177,177 899 176,278 169,137 62,859 77,067 27,129 2,082 10 2034 14,315,903 178,949 899 178,050 170,837 63,491 77,842 27,402 2,102 11 2035 14,459,062 180,738 899 179,839 172,554 64,129 78,624 27,677 2,124 12 2036 14,603,652 182,546 899 181,647 174,288 64,773 79,414 27,955 2,146 13 2037 14,749,689 184,371 899 183,472 176,040 65,424 80,212 28,236 2,168 14 2038 14,897,186 186,215 899 185,316 177,809 66,082 81,018 28,520 2,189 15 2039 15,046,158 188,077 899 187,178 179,595 66,746 81,832 28,807 2,210 16 2040 15,196,619 189,958 899 189,059 181,400 67,416 82,655 29,096 2,233 17 2041 15,348,585 191,857 899 190,958 183,222 68,094 83,485 29,388 2,255 18 2042 15,502,071 193,776 899 192,877 185,063 68,778 84,324 29,684 2,277 19 2043 15,657,092 195,714 899 194,815 186,923 69,469 85,171 29,982 2,301 20 2044 15,813,663 197,671 899 196,772 188,800 70,167 86,027 30,283 2,323 21 2045 15,971,800 199,647 899 198,748 190,697 70,872 86,891 30,587 2,347 22 2046 16,131,518 201,644 899 200,745 192,613 71,584 87,764 30,895 2,370 23 2047 16,292,833 203,660 899 202,761 194,547 72,303 88,645 31,205 2,394 24 2048 16,455,761 205,697 899 204,798 196,502 73,029 89,536 31,518 2,419 25 2049 16,620,319 207,754 899 206,855 198,475 73,762 90,435 31,835 2,443 26 2050 16,786,522 209,832 899 208,932 200,469 74,503 91,343 32,155 2,468 Total 4,612,852 1,714,346 2,101,839 739,890 56,777 Note: The Estimated Total Tax Increment shown above is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides Estimated Total Tax Increment after deducting for the State Auditor's fee. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 12 U M ro N c -I LL N N O Q O L a TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 EXHIBIT V Boundaries of Tax Increment Financing District No. 1-42 within Central Monticello Redevelopment Project No. I TIF District is inclusive of parcels within the TIF District and the adjacent roads and right of way DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 13 Sa TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-42 EXHIBIT VI Boundaries of Central Monticello Redevelopment Project No. I DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 14 (1):'= o.c: C: o �o roc) • O O U Cfl (1) O 4-j C: 75O Co (3) O 5 � O G O E X �•a ��•, �U I— a� c� O U U 4-a 1 o ��U O N a� �-' •L O cn U � + /1 Lci o o > c N p .� _+ V) :3 •in O -i-+ Wco -t�- (.0 R co 0 W O Q •> l^i 0 p L) E N if x .cn 0 E J O 0 C M N .� L a U � -0 O O O O to L o 4- }, ' cn 0 O = C: N r _p to _ m O ov 04 ,,sr� dQrgsur�, 1,a t c7' 4b: W; 4) U) a� a� c� 0 CL 0 L n E C� C: 0 U lio LlW O S � N •+ O N 3 � � ■ O L —C L 4— Q� L O � � O 4 }J o c 0 •� o W O O �_' �> m ■ a) a) O U � U o o to Q X N O O U) N O L 4-a 0) Co L •C: •� O N ( U 0- _,_; V C: EF E O , O U o •� N .o 0 0 .� 2 ♦-+ (D -0 O � L N L U a C _� o =0 Co.. . -Co N 0 0 U N .0 .� O N 1-12 CL CL a. o � N � � ■ U N 4- 0 O U I L U) • O U I O O L I 0) co U ' L o CLCo CL x W -0 .5 v a)I-j o -CQ 0 o QL o 0' CV L o oL Q (n 4 �U) C Q3: O �O t� om I .v > C o Q CL � 1-170 O cn -0 O j, U) O O N cn >, N L- � 4-0 �.� O V 0 0 m U) 0 0( > Q 'E L O -' •� U OE (n-0 0).0 Q O > O cn _0 O: L p 0 — 0 Co .,� W .0 O 4-, cn O O O O N : O N ,+ o E U C6 w O -� .Q C, 0 W D-a)O ,0 fid' c_6 N O— _ O }, O ° m 3:z3 }' E L C Q C: a) a) o �- o � cu U,�o p0 c��•� --0E -O N }, > U> C:Q U N • V 0 4-a N N � 0 v 0 C m O Q O � cn cn -�-, L 0— U >> m� C6 L U N CZ C: -C 0 cia > CU Fn 0 cn .0 L - U0 N� p a) U E 0 > to }, O �., a) = Q4— p >> O O U _ to U 4- (� — O O O- C I co O 4- � 0 N p � 0 cn � "ca_ 4-0� O cn O� � ' o � E +� cn cn Q � }, > x p EN 0 m cn Co (n N (Y)CD� U i cm N�'O L -C N c �— + c O O '— L- � O >, N 7 0 �� L Q O '� C) - -r Q U 0) a) L E 0 as 0 c� c E 0 a� 0 0= c� _r_V U N E ;a) CL Q L > O CU V L L M i .� V a. 0 'm • 00 z J O az W L Q J U DD J0LO Woo �xou • L Q Co a-=� U) • C O O E E O cmc O o 0 O > G� 0 Q O ._ �� cm =C: cm�� E m w c C: _ .U) %+-U) .r W� _ cn a� U � O O o °' o '� E0 '- t/� v '� ca O L L .o Q > >t p W O � c� 4-0 Q 4000 •�' W Z3 C U c� L Q :3 "" •O 0 U _0 N L L— CD 70 •0 O y -m O a � }, U) L) N O N O U4-0 ,4W Q CL O 4- c6 L 4-- O O U QCD .�• CM L L E >y O . 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TIF for Housing NORTHLAND PUBLIC FINANCE 11/22/2021 Not Actual Size CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Mon- ticello, Minnesota, will hold a public hearing on Monday, February 14, 2022, at approximately 6:30 p.m. in the City Hall Council Chambers, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-42 (Headwaters Apartment Project) (the "TIF District") within Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursuant to Minnesota Statutes, Sections 469.090 to 469.1081 and Sections 469.174 through 469.1794, as amended. Cop- ies of the proposed Tax Increment Financing Plan will be on file and available for public inspection at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the of- fice of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Rede- velopment Project No. 1 and the proposed TIF District are shown in the following map: r T1 DkrLdrts Comml Mantkello RAwekppmem PrAve tArea RS Monhoelb, MM All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY ORDER OF THE CITY COUNCIL /s/Jennifer Schreiber City Clerk Published in the Monticello Times February 3, 2022 1201522 City Council Agenda: 2/14/2022 3C. PUBLIC HEARING: Consideration of Resolution 2022-15 approving the establishment Tax Increment Financing District No. 1-43 (Headwaters Villas Proiect) within the Central Monticello Redevelopment Project No. 1; and the adoption of the Tax Increment Financing Plan relating thereto Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager 02/14/2022 ❑ Consent Agenda Item ® Public Hearing Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution No. 2022-15 approving the establishment of Tax Increment Financing District #1-43 (Headwaters Villas Project) within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Financing Plan relating thereto. REFERENCE AND BACKGROUND The City Council is asked to consider adopting Resolution 2022-15 establishing an Affordable Housing Tax Increment Financing (TIF) District for Headwaters Development's proposed senior (ages 55 +) Villas development. The City of Monticello and the Monticello Economic Development Authority (EDA) received an application from Headwaters Development for public financial assistance to assist with the construction of 60 rental twin homes on 30 pad sites. The project is to be located on the eastern portion of a land parcel known as Country Club Manor, Outlot A parcel, at the corner of Golf Course Road and 7th Street West within the City. The EDA has owned this property for some time. Headwaters Development presented its concept proposal at the August 11, 2021 EDA meeting. The EDA offered comments and invited Headwaters to submit a TIF Application for further consideration. That application was reviewed by the EDA at its December 8, 2021 meeting. The City Council adopted Resolution #2021-100 at its December 13, 2021 meeting calling for a public hearing to consider a TIF Plan and establishing a new TIF District for the proposed development. Due to the costs associated with acquisition and development of the apartment, the developer is seeking public financial assistance from the EDA in the form of pay -go tax increment financing assistance and conveyance of the site to the developer from the EDA. The tax increment City Council Agenda: 2/14/2022 revenue is proposed to come from a newly established TIF District No. 1-43. Subject to approval of the request for public financial assistance, the developer plans to commence construction by May 1, 2022, and substantially complete construction by December 31, 2023. The total cost of the Project is estimated at approximately $20.5 million or $341,667 per unit which is based on the developer's current pro forma as of December 2021. The developer's request for public financial assistance is to assist with the extraordinary costs of development and construction of the new housing. Headwaters Development has indicated that it will not proceed with the proposal without the approval of the requested public financial assistance. In a related sister proposal, Headwaters Development is also proposing to develop a 108 -unit apartment building on the westerly portion of the EDA owned parcel. Due to slightly different developer ownership interests, the apartments have been presented as a separate TIF District (1-42) for consideration. State statutes for TIF review steps include a public hearing held by the City Council. Several years ago, the City Council assigned TIF District review and administration to the EDA. The City Council is still responsible for the final approval step in approving the TIF Plan and authorizing the creation of a new TIF District. The City Council last established an affordable housing TIF District in June 2018 when it approved the establishment of TIF District #1-40 which it used to support the Briggs Companies development of a 47 -unit apartment known as Rivertown Residential Suites in Block 36, in the core downtown area of Monticello. Budget Impact: The TIF application fee of $10,000 has been paid and will cover the cost of the TIF review and approval process. Costs not covered through the deposit will be invoiced to Headwaters Development. The impact of the proposed development project offers a positive element in that the EDA has an opportunity to sell a parcel of land for a market rate price using the mechanics of the pay -go TIF District increment capture. Over time, the captured increment will flow into the EDA General Fund for negotiated price of the 16.71 -acre parcel which will allow it to pursue other worthwhile housing and industrial development projects as needed. Also, Headwaters is not requesting a waiver of standard fees such as SAC, WAC, Trunk Fees, Park Dedication, etc. Ultimately, TIF increments are derived from new tax revenue from "new development" valuation. II. Staff Workload Impact: Staff involved in the proposed TIF District consideration include the Community Development Director, Economic Development Manager, the EDA attorney and the financial advisor. No additional staff are needed to complete the TIF review and approval process. III. Comprehensive Plan Impact: The Vision adopted as part of the Monticello 2040 Plan is to create a friendly and safe community which is inclusive and fosters a sense of City Council Agenda: 2/14/2022 belonging. The city has adopted a strategy for housing which includes developing a range of housing choice and opportunity. As residents move through their career paths and family status, their housing needs change. Monticello, an actively developing community, seeks to provide opportunities for a full range of "life cycle" housing options allowing them to stay and grow with our community. This proposal meets a specific housing need in the community, which is further supported by the 2020 Housing Study. The proposed project also meets the Monticello 2040 goal for growing from within, as it is also located within the city on an underutilized parcel of land. STAFF RECOMMENDED ACTION Staff recommends the City Council adopt Resolution 2022-15 establishing the Affordable Housing TIF District (1-43) supporting the Headwaters Development senior Villas proposal. The developer has indicated that it will not move forward with the proposal unless it can secure TIF assistance to help offset the extraordinary costs related to the parking structure and overall development components including grading, utility extensions and site excavation. SUPPORTING DATA A. Resolution 2022-15 B. TIF Plan C. Summary of Headwaters Development 7t" Street Housing Proposal D. TIF Approval Calendar E. Proof of Public Hearing Publication CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2022-15 RESOLUTION APPROVING THE ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-43 (HEADWATERS VILLA PROJECT) WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1; AND THE ADOPTION OF THE TAX INCREMENT FINANCING PLAN RELATING THERETO WHEREAS, the City of Monticello Economic Development Authority (the "EDA") has requested that the City of Monticello, Minnesota (the "City") create Tax Increment Financing District No. 1-43 (the "TIF District") within the Central Monticello Redevelopment Project No. 1 (the "Project") and adopt a tax increment financing plan therefor (the "TIF Plan"), pursuant to Minnesota Statutes, Sections 469.090 to 469.1081, as amended, and 469.174 to 469.1794, as amended (collectively, the "Act"); and WHEREAS, the City and EDA have investigated the facts relating to the proposed TIF District and have caused the TIF Plan for the TIF District to be prepared; and WHEREAS, except for approval of the TIF District by the Board of Commissioners of the EDA, the City and its consultants have performed all actions required by law to be performed prior to the establishment of the TIF District and the adoption and approval of the proposed TIF Plan, including, but not limited to, notification of the commissioner of Wright County, Minnesota ("Wright County") representing the area included in the TIF District, notification of Wright County and Independent School District No. 882, and approval of the TIF Plan by the City's planning commission; and WHEREAS, on the date hereof, the City Council of the City conducted a public hearing relating to the TIF Plan and the establishment of the TIF District, at the views of all interested parties were heard at the public hearing; and WHEREAS, certain written materials and information (collectively, the "Materials") relating to the TIF Plan and to the activities contemplated therein have heretofore been prepared by staff and consultants and submitted to the Council and/or made a part of the City files and proceedings on the TIF Plan. The Materials include data, information, an application, project sources and uses, and other information supplied by Headwaters Development LLC, or an entity related thereto or affiliated therewith (the "Developer") as to the activities contemplated therein, and information constituting or relating to (1) why the assistance satisfies the so-called "but for" test and (2) the bases for the other findings and determinations made in this resolution. The Council hereby confirms, ratifies, and adopts the Materials, which are hereby incorporated into and made as fully a part of this resolution to the same extent as if set forth in full herein; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello as follows: 1. Tax Increment Financing District No. 1-43. The City hereby approves the establishment of the TIF District within the Project, the boundaries of which are described in Section 2.03.2 and Exhibit V of the TIF Plan. 2. Tax Increment Financing Plan. The TIF Plan is adopted as the tax increment financing plan for the TIF District and is incorporated herein by reference, and the City Council makes the following findings consistent with the TIF Plan: (a) The TIF District is a "housing district" within the meaning of Section 469.174, Subdivision 11 of the Act, as described in Section 2.03.3 of the TIF Plan, because (i) it consists of a project, or portions of a project, intended for occupancy, in part, by persons or families of low and moderate income as defined in Chapter 462A, Title II of the National Housing Act of 1934; the National Housing Act of 1959; the United States Housing Act of 1937, as amended; Title V of the Housing Act of 1949, as amended; and any other similar present or future federal, state, or municipal legislation or the regulations promulgated under any of those acts, and (ii) no more than 20% of the square footage of buildings that will receive assistance from tax increments within the TIF District will consist of commercial, retail, or other nonresidential uses. (b) In the opinion of the City Council, the development proposed in connection with establishment of the TIF District would not occur solely through private investment within the reasonably foreseeable future, and the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing ("TIF Assistance") would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District as described in the TIF Plan. The above finding is based on a request for tax increment assistance to the City submitted by the Developer, stating that the TIF Assistance is needed from the City and that without the use of tax increment financing, the proposed development could not proceed. The City also finds in the Materials the Developer has demonstrated that the proposed use of tax increment financing is needed to offset the high construction costs of high-quality low to moderate income housing and associated infrastructure required to support the facility. Without the proposed MN190\163\777318.v1 assistance, these initial up -front costs would make it infeasible for the Developer to be able to charge the affordable rates required for low to moderate income residents. Due to the high construction costs of quality housing and the required associated infrastructure, and the limitation on rents available to developers of housing with an affordable component, the City has no expectation that other similar development would occur without TIF Assistance. Therefore, the City reasonably believes that the expected increase in market value at this site without TIF Assistance would be minimal. A comparative analysis of estimated market values both with and without establishment of the TIF District and the use of tax increments has been performed. Such analysis is included as Exhibit I to the TIF Plan and is incorporated herein by reference. (c) The TIF Plan for the TIF District conforms to the general plan for development or redevelopment of the City as a whole as determined by the City's planning commission. (d) The TIF Plan will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the TIF District by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for construction of housing for seniors by a private developer on currently underdeveloped and underutilized land, thereby increasing housing options in the City and encouraging potential further development of the surrounding properties by other private developers within the Project. (e) The provisions of this Section 1 are hereby incorporated by reference into and made a part of the TIF Plan. Background information and facts supporting all the above findings are set forth in the TIF Plan which is hereby incorporated by reference into and made a part of this resolution. 3. Public Purpose. The adoption of the TIF Plan conforms in all respects to the requirements of the Act and will help fulfill a need to develop an underutilized area of the City, eliminate blighting factors, to provide increased housing options to City residents, to provide affordable housing for seniors in the City, to improve the tax base, and to improve the general economy of the State, and thereby serves a public purpose. 4. Certification. Subject to approval of the TIF Plan by the Board of Commissioners of the EDA, the TIF District is hereby established and the TIF Plan, as presented to the City Council on this date, including without limitation the findings and statements of objectives contained therein, is hereby approved, ratified, established, and adopted and shall be placed on file in the office of the City Finance Director. Approval of the TIF Plan does not constitute approval of any project or a development agreement with any developer. City and EDA staff and consultants are authorized and directed to proceed with implementation of the TIF Plan and to transmit the request for MN190\163\777318.v1 certification of the TIF District to the Wright County Auditor in such form and content as the County Auditor may specify. The Wright County Auditor is requested to certify the original net tax capacity of the TIF District as described in the TIF Plan, and to certify in each year thereafter the amount by which the original net tax capacity has increased or decreased in accordance with the Act. 5. Filing. The City Administrator is authorized and directed to file copies of the TIF Plan with the Commissioner of Revenue and Office of the State Auditor. Approved by the City Council of the City of Monticello, Minnesota on February 14, 2022. Mayor City Clerk MN190\163\777318.v1 DRAFT CITY OF MONTICELLO, MINNESOTA TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 (HEADWATERS VILLAS PROJECT) CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 PROPOSED TO BE ADOPTED BY CITY OF MONTICELLO AND CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY (EDA) PUBLIC HEARING DATE: , 2022 PLAN APPROVED BY EDA DATE: , 2022 PLAN APPROVED BY CITY COUNCIL DATE: , 2022 PLAN CERTIFICATION REQUEST DATE: , 2022 PLAN CERTIFIED DATE: , 2022 NORTHLAND y SECURITIES Northland Securities, Inc. 150 South Fifth Street, Suite 3300 Minneapolis, MN 55402 (800)851-2920 Member NASD and SIPC Registered with SEC and MSRB TABLE OF CONTENTS ARTICLE I - INTRODUCTION AND DEFINITIONS.........................................................1 Section 1.01 Introduction......................................................................................1 Section 1.02 Definitions.........................................................................................1 Section 1.03 Plan Preparation...............................................................................1 ARTICLE II - TAX INCREMENT FINANCING PLAN.........................................................2 Section 2.01 Statutory Authority..........................................................................2 Section 2.02 Planned Development.....................................................................2 2.02.1 Project Description......................................................................................3 2.02.2 City Plans and Development Program .................................................... 3 2.02.3 Land Acquisition.........................................................................................3 2.02.4 Development Activities..............................................................................2 2.02.5 Need for Tax Increment Financing........................................................... 2 Section 2.03 Tax Increment Financing District...................................................3 2.03.1 Designation.................................................................................................. 3 2.03.2 Boundaries of TIF District..........................................................................3 2.03.3 Type of District............................................................................................3 Section 2.04 Plan for Use of Tax Increment........................................................3 2.04.1 Estimated Tax Increment............................................................................3 2.04.2 Project Costs.................................................................................................4 2.04.3 Estimated Sources and Uses of Funds.....................................................5 Figure2-1......................................................................................................5 2.04.4 Administrative Expense.............................................................................5 2.04.5 County Road Costs.....................................................................................6 2.04.6 Bonded Indebtedness................................................................................. 6 2.04.7 Election of First Year of Increment and Duration of TIF District ......... 6 2.04.8 Estimated Impact on Other Taxing Jurisdictions...................................6 2.04.9 Prior Planned Improvements.................................................................... 7 ARTICLE III -ADMINISTERING THE TIF DISTRICT......................................................7 Section 3.01 Filing and Certification....................................................................7 Section 3.02 Modifications of the Tax Increment Financing Plan....................7 Section 3.03 4 -Year Knockdown Rule..................................................................8 Section 3.04 Pooling/5-Year Rule..........................................................................8 Section 3.05 Financial Reporting and Disclosure Requirements .....................8 Section 3.06 Business Subsidy Compliance........................................................8 EXHIBITS........................................................................................................................... 9 Exhibit I - Present Value Analysis............................................................................9 Exhibit II - Projected Tax Increment......................................................................10 Exhibit III - Impact on Other Taxing Jurisdictions..............................................11 Exhibit IV - Estimated Tax Increment Over Life of District...............................12 Exhibit V - Map of TIF District...............................................................................13 Exhibit VI - Map of Central Monticello Redevelopment Project No. 1 ............14 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 ARTICLE I — INTRODUCTION AND DEFINITIONS SECTION 1.01 INTRODUCTION The City of Monticello and the City of Monticello Economic Development Authority propose to provide tax increment financing assistance through the establishment of Tax Increment Financing (Housing) District No. 1-43 to assist with the financing of certain project costs for the construction of approximately 60 rental villa housing units, with an affordable component, by a private developer. This document contains the plan for achieving the objectives of the Central Monticello Redevelopment Project No. 1 through the establishment of Tax Increment Financing District No. 1-43. SECTION 1.02 DEFINITIONS For the purposes of this document, the terms below have the meanings given in this section, unless the context in which they are used indicates a different meaning: 1. "Authority" means the City of Monticello Economic Development Authority. 2. "City" means the City of Monticello, Minnesota. 3. "City Council" means the City Council of the City. 4. "County" means Wright County, Minnesota. 5. "Developer" means the private party undertaking construction of the Project within the TIF District, Headwater Development LLC. 6. "Public Development Costs" means the cost of the development activities that will or are expected to occur within the Project Area or the TIF District. 7. "Project" means the construction by the Developer of approximately 60 rental villa housing units for seniors with two car attached garages, to be located at the corner of Golf Course Road and 7th Street West within the City. 8. "Redevelopment Plan" means the Redevelopment Plan for the Redevelopment Project, as the same may, from time to time, be amended or supplemented. 9. "Redevelopment Project" means Central Monticello Redevelopment Project No. 1 of the Authority, as the same may, from time to time, be amended or supplemented. 10. "School District" means Independent School District No. 882 (Monticello Public Schools). 11. "State" means the State of Minnesota. 12. "TIF Act" means Minnesota Statutes, Sections 469.174 through 469.1794, as amended, both inclusive. 13. "TIF District" means Tax Increment Financing (Housing) District No. 1-43 (Headwaters Villas Project). 14. "TIF Plan" means the tax increment financing plan for the TIF District (this document). SECTION 1.03 PLAN PREPARATION The document was prepared for the City and the Authority by Northland Securities, Inc. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 ARTICLE II - TAX INCREMENT FINANCING PLAN SECTION 2.01 STATUTORY AUTHORITY The TIF District and the TIF Plan are established under the authority of the TIF Act. SECTION 2.02 PLANNED DEVELOPMENT 2.02.1 Project Description The Project includes construction of approximately 60 rental villa housing units for seniors to be located at the corner of Golf Course Road and 7th Street West within the City. The proposed single story living units will include two bedrooms and two -car garages. The property where the Project will be built is currently vacant and owned by the Authority. 2.02.2 City Plans and Development Program In addition to achieving the objectives of the Redevelopment Plan, the Project is consistent with and works to achieve the development objectives of the City. The TIF Plan for the TIF District conforms to the general plan for development or redevelopment of the City as a whole. The City has adopted land use controls to guide the use of property. The proposed development plans for the Project in the TIF District have been reviewed by the Planning Commission and the City Council. 2.02.3 Land Acquisition The Authority owns the land within the TIF District. The Authority plans to sell/convey land to the Developer for the Project. 2.02.4 Development Activities As of the date of approval of this TIF Plan, there are no development activities proposed in this TIF Plan that are subject to contracts. 2.02.5 Need for Tax Increment Financing In various materials the Developer has demonstrated that the proposed use of tax increment financing is needed to offset the high construction costs of high-quality low- to moderate - income housing and associated infrastructure required to support the facility. Without the proposed assistance, these initial up -front costs would make it infeasible for the Developer to be able to charge the affordable rents required for low -to moderate -income residents. Thus, it is the opinion of the City and the Authority that the proposed development would not reasonably be expected to occur solely through private investment within the foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the estimated tax increments for the maximum duration of the TIF District permitted by the TIF Plan. A comparative analysis of estimated market values both with and without establishment of the TIF District and the use of tax increments has been performed as described above and is shown in Exhibit I. This analysis, which is not required by the TIF Act for approval of a housing district, indicates that the increase in estimated market value of the proposed development (less the present value of the estimated tax increments for the maximum duration permitted by the TIF Plan) exceeds the estimated market value of the site prior to the establishment of the TIF District. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 SECTION 2.03 TAX INCREMENT FINANCING DISTRICT 2.03.1 Designation This TIF District is designated Tax Increment Financing (Housing) District No. 1-43 (Headwaters Villas Project). 2.03.2 Boundaries of TIF District The boundaries of the TIF District are depicted in Exhibit V. The TIF District will include a portion of what is currently parcel 155-033-900-010, along with the adjacent roads and right-of- way. The property to be included within the TIF District is described as follows: • [A description of the property is being prepared and will be inserted here.] The property will need to be platted and a new parcel identification number assigned by the County prior to the certification of the TIF District. 2.03.3 Type of District The TIF District is designated as a "housing" district pursuant to Section 469.174, subdivision 11 of the TIF Act. For the designation, of a tax increment financing housing district, the Developer of the Project will need to commit to the following: 1. Satisfy the income requirements for a qualified residential rental project as defined in section 142(d) of the Internal Revenue Code. This requirement applies for the duration of the tax increment financing district. The Fiscal Year 2021 Area Median Family Income (AMI) for the County is $104,900. The developer will commit to provide (a) 40% or more of units for occupancy by persons at 60% or less of AMI (based on household size). These income thresholds may change over the life of the TIF District. 2. Provide that no more than 20% of the square footage of building to receive assistance from tax increments consist of commercial, retail, or other nonresidential uses. Revenue derived from tax increment from a housing district must be used solely to finance the cost of housing projects as defined in Section 469.174, subdivision 11 of the TIF Act. The cost of public improvements directly related to the housing projects and the allocated administrative expenses of the Authority may be included in the cost of a housing project. 3. Failure to comply with these income limitations is subject to the enforcement provisions of Section 469.1771 of the TIF Act. SECTION 2.04 PLAN FOR USE OF TAX INCREMENT 2.04.1 Estimated Tax Increment The original net tax capacity of value of the TIF District will be set by the County upon request for certification. For the purposes of this Plan, the estimated original net tax capacity is $3,928. This amount is estimated based on the most recent published estimated market value of $386,137 for Parcel 155-033-900-010; with tax capacity value calculated for residential rental property and the assumption that 81.4% of the valuation of this existing parcel will be attributed to the new parcel that will be established for the Project and included in the TIF District. The total tax capacity value of the property for the first estimated year of tax increment (for taxes payable in 2025) is estimated to be $156,234. This amount is based on a total estimated market value of $12,498,750 with property classified as residential rental property. The estimated difference between the total tax capacity value after development completion (for taxes payable in 2025) and the original net tax capacity value is the captured tax capacity value ($152,307) for the creation of tax increment. The total local tax rate for taxes payable in 2021 is 95.949%. The TIF Plan assumes that this rate DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 will be set as the original local tax rate for the TIF District. At the time of the certification of the original net tax capacity for the TIF District, the county auditor shall certify the original local tax rate that applies to the TIF District. The original local tax rate is the sum of all the local tax rates, excluding that portion of the school rate attributable to the general education levy under Minnesota Statutes section 126C.13, that apply to a property in the TIF District. The local tax rate to be certified is the rate in effect for the same taxes payable year applicable to the tax capacity values certified as the TIF District's original tax capacity. The resulting tax capacity rate is the original local tax rate for the life of the TIF District. Under these assumptions, the estimated annual tax increment will be $146,137 in the first year of tax increment collection. The actual tax increment will vary according to the certified original tax capacity value and original tax rate, the actual property value produced by the proposed development and the changes in property value and State tax policy over the life of the district. It is the intent of the City and the Authority to retain 100% of the captured tax capacity value for the duration of the TIF district. Exhibit II contains the estimated tax increment over the life of the District. 2.04.2 Public Development Costs The Authority will use tax increment to pay Public Development Costs. The Authority anticipates the use of tax increment to pay administrative expenses for the TIF District and to reimburse the Authority and the Developer on a pay -go basis for Public Development Costs. A contract between the Authority and the Developer will define the means for verifying Public Development Costs to be incurred by the Developer that will be eligible for reimbursement from tax increments and the means of disbursing tax increments collected by the Authority to the Developer. The Authority may also use tax increments to pay financing costs. The interest rate payable on bonds, the definition of bonds includes tax increment financing revenue notes, to be issued will be set pursuant to a contract with the Developer. The City and the Authority reserve the right to modify the TIF Plan to provide authority to expend tax increment from the TIF District on other qualified housing projects that meet the criteria for establishing a housing TIF district. Section 469.174, subdivision 11 of the TIF Act defines a housing district as consisting of a project, or a portion of a project, intended for occupancy, in part, by persons or families of low and moderate income. The requirements for the establishment of a housing TIF district are contained in Section 469.1761 of the TIF Act. The primary criteria are income related. The criteria are different for owned and rental housing. The practical application of this authority includes: • The use of tax increment is not limited by pooling restrictions or the five-year rule. • The tax increment can be spent on activities outside of the TIF district, but within the Development District No. 1. • This authority does not extend the maximum statutory duration of the TIF district. • The tax increment must be used solely to finance the cost of the "housing project" as defined by the TIF Act. The cost of public improvements directly related to the housing project and the allocated administrative expenses of the Authority may be included in the cost of the housing project. • No more than 20% of the square footage of buildings that receive TIF assistance may consist of commercial, retail, or other nonresidential uses. Potential applications of this authority include: • Individual housing projects avoiding the need for a new TIF district. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 4 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 • Supplementing the revenues of another housing TIF district. • Assistance for the renovation of existing housing. • Acquisition of land for housing. • Assistance to make public improvements more affordable. 2.04.3 Estimated Sources and Uses of Funds The estimated sources of revenue, along with the estimated Public Development Costs of the TIF District, are itemized in Figure 2-1 that follows. Such costs are eligible for reimbursement from tax increments from the TIF District. The City and Authority reserve the right to administratively adjust the amount of any of the Estimated Tax Increment Project Cost line items listed in Figure 2-1, so long as the total Estimated Tax Increment Project Costs amount, not including financing costs, is not increased. FIGURE 2-1 ESTIMATED SOURCES AND USES OF FUNDS Estimated Project/Financing Costs (to be paid or financed with tax increment) Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County 5,733,000 Interest and investment earnings 60,000 Sales/lease proceeds - Market value homestead credit - Total Estimated Tax Increment Revenues 5,793,000 Estimated Project/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition 1,680,670 Site improvements/preparation costs Utilities - Other public improvements - Construction of affordable housing 2,069,330 Small city authorized costs, if not already included above - Administrative costs 100,000 Estimated Tax Increment Project Costs 3,850,000 Estimated financing costs Interest expense 1,943,000 Total Estimated Project/Financing Costs to be Paid from Tax Increment 5,793,000 Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense 5,793,000 The Authority reserves the right to spend up to ten percent (10%) of tax increment revenues distributed from the County on qualified administrative expenses pursuant to the requirements in the TIF Act. The Authority will use these monies to pay for and reimburse the Authority for costs of administering the TIF district allowed by the TIF Act. The estimated amount of tax DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 5 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 increment revenue planned to pay administrative expense is shown in Figure 2-1. Anticipated administrative expenses of the TIF District include annual audit of the fund for TIF District, preparation of annual reporting, legal publication of annual report, and administration of the development agreement, among other qualified purposes. 2.04.5 County Road Costs The proposed development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. 2.04.6 Bonded Indebtedness The total amount of bonds estimated to be issued is shown in Figure 2-1. The City will not issue any general obligation bonded indebtedness as a result of the TIF Plan. The Authority intends to use tax increment financing to reimburse the Developer on pay-as- you-go basis for Public Development Costs pursuant to a contract with the Developer. The City or the Authority may advance or loan money to finance expenditures under Section 469.176, subdivision 4 of the TIF Act, from the general funds of the City or the Authority or any other fund under which there is legal authority to do so, subject to the following provisions: (a) Not later than 60 days after money is transferred, advanced, or spent, whichever is earliest, the loan or advance must be authorized by resolution of the City or of the Authority, whichever has jurisdiction over the fund from which the advance or loan is authorized. (b) The resolution may generally grant to the City or the Authority the power to make interfund loans under one or more tax increment financing plans or for one or more districts. The resolution may be adopted before or after the adoption of the tax increment financing plan or the creation of the tax increment financing district from which the advance or loan is to be repaid. (c) The terms and conditions for repayment of the loan must be provided in writing. The written terms and conditions may be in any form, but must include, at a minimum, the principal amount, the interest rate, and maximum term. Written terms may be modified or amended in writing by the City or the Authority before the latest decertification of any tax increment financing district from which the interfund loan is to be repaid. The maximum rate of interest permitted to be charged is limited to the greater of the rates specified under Minnesota Statutes, Section 270C.40 or 549.09 as of the date the loan or advance is authorized, unless the written agreement states that the maximum interest rate will fluctuate as the interest rates specified under Minnesota Statutes, Section 270C.40 or 549.09 are from time to time adjusted. Loans or advances may be structured as draw- down or line -of -credit obligations of the lending fund. (d) The Authority shall report in the annual report submitted under Section 469.175, subdivision 6 of the TIF Act: (1) the amount of any interfund loan or advance made in a calendar year; and (2) any amendment of an interfund loan or advance made in a calendar year. 2.04.7 Election of First Year of Increment and Duration of TIF District The duration to collect and spend tax increments on eligible purposes is set at the maximum duration of 25 years after the date of receipt of the first tax increment or 26 years of tax increment collection. The first year of increment is elected to be year 2025. Based on the elected first year of increment, the estimated decertification date is 12/31/2050. 2.04.8 Estimated Impact on Other Taxing Jurisdictions Exhibits III and IV show the estimated impact on other taxing jurisdictions if the maximum DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 6 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 estimated retained captured net tax capacity of the TIF District was hypothetically available to the other taxing jurisdictions. The City and the Authority believe that there will be no adverse impact on other taxing jurisdictions during the life of the TIF District, since the proposed development would not have occurred without the establishment of the TIF District and the provision of public assistance. A positive impact on other taxing jurisdictions will occur when the TIF District is decertified and the development therein becomes part of the general tax base. The City and the Authority anticipate minimal impact of the proposed development on city -provided services. A manageable increase in water and sewer usage is expected. It is anticipated that there may be a slight but manageable increase in police and fire protection duties due to the development. 2.04.9 Prior Planned Improvements There have been no building permits issued in the last 18 months in conjunction with any of the properties within the TIF District. The Authority will include this statement with the request for certification to the County Auditor. ARTICLE III —ADMINISTERING THE TIF DISTRICT SECTION 3.01 FILING AND CERTIFICATION The filing and certification of the TIF Plan consists of the following steps: 1. Upon adoption of the TIF Plan by the City and the Authority, the Authority shall submit a copy of the TIF Plan to the Minnesota Department of Revenue and the Office of the State Auditor. 2. The Authority shall request that the County Auditor certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the County Auditor in this process, the Authority shall submit copies of the TIF Plan, the resolution establishing the TIF District and adopting the TIF Plan, and a listing of any prior planned improvements. SECTION 3.02 MODIFICATIONS OF THE TAX INCREMENT FINANCING PLAN The City and the Authority reserve the right to modify the TIF District and the TIF Plan. Under the TIF Act, the following actions can only be approved after satisfying all the necessary requirements for approval of the original TIF Plan (including notifications and public hearing): 1. any reduction or enlargement of geographic area of the Project or TIF District that does not meet the requirements of Section 469.175, subdivision 4, paragraph (e) of the TIF Act. 2. increase in amount of bonded indebtedness to be incurred; 3. a determination to capitalize interest on the debt if that determination was not a part of the original plan; 4. increase in the portion of the captured net tax capacity to be retained by the Authority; 5. increase in the estimate of the cost of the Project, including administrative expenses, that will be paid or financed with tax increment from the TIF District; or 6. designation of additional property to be acquired by the Authority. Other modifications can be made by resolution of the Authority. In addition, the original approval process does not apply if (1) the only modification is elimination of parcels from the TIF District and (2) the current net tax capacity of the parcels eliminated equals or exceeds the net tax capacity of those parcels in the TIF District's original net tax capacity, or the City and the DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 7 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 Authority agree that the TIF District's original net tax capacity will be reduced by no more than the current net tax capacity of the parcels eliminated. Upon approval by the City, the Authority must notify the County Auditor of any modification that reduces or enlarges the geographic area of the TIF District. The geographic area of the TIF District may be reduced but not enlarged after five years following the date of certification. SECTION 3.03 4 -YEAR KNOCKDOWN RULE Since the TIF District is anticipated to consist of a single parcel, development of the Project as planned prevents any loss of value from the 4 -Year Knockdown Rule. The 4 -Year Knockdown Rule requires that if after four years from certification of the TIF District no demolition, rehabilitation, renovation or site improvement, including a qualified improvement of an adjacent street, has commenced on a parcel located within the TIF District, then that parcel shall be excluded from the TIF District and the original net tax capacity shall be adjusted accordingly. Qualified improvements of a street are limited to construction or opening of a new street, relocation of a street, or substantial reconstruction or rebuilding of an existing street. The Authority must submit to the County Auditor, by February 1 of the fifth year, evidence that the required activity has taken place for each parcel in the TIF District. If a parcel is excluded from the TIF District and the City, Authority, or owner of the parcel subsequently commences any of the above activities, the Authority shall certify to the County Auditor that such activity has commenced and the parcel shall once again be included in the TIF District. The County Auditor shall certify the net tax capacity of the parcel, as most recently certified by the Commissioner of Revenue, and add such amount to the original net tax capacity of the TIF District. SECTION 3.04 POOLING/5-YEAR RULE As permitted under Section 469.1763, subdivision 2(b) and subdivision 3(a)(5) of the TIF Act, any expenditures of increment from the TIF District to pay the cost of a "housing project" as defined in Section 469.174, subdivision 11 of the TIF Act will be treated as an expenditure within the district for the purposes of the "pooling rules" and the "five year rule". It is not anticipated that tax increments will be spent outside the TIF District (except allowable administrative expenses), but such expenditures are expressly authorized in the TIF Plan. SECTION 3.05 FINANCIAL REPORTING AND DISCLOSURE REQUIREMENTS The Authority will comply with the annual reporting requirements of the TIF Act pursuant to the guidelines of the Office of the State Auditor. Under current law, the Authority must prepare and submit a report on the TIF district on or before August 1 of each year. The Authority must also annually publish in a newspaper of general circulation in the City an annual statement for each tax increment financing district. The reporting and disclosure requirements outlined in this section begin with the year the district was certified, and shall end in the year in which both the district has been decertified and all tax increments have been spent or returned to the county for redistribution. Failure to meet these requirements, as determined by the State Auditors Office, may result in suspension of distribution of tax increment. SECTION 3.06 BUSINESS SUBSIDY COMPLIANCE The Project is exempt from the business subsidy requirements specified in Minnesota Statutes, Sections 116J.993 to 116J.995 because the intended assistance for the Project specified in this document is anticipated to be 100% for housing assistance. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 8 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 Exhibit I City of Monticello Tax Increment Financing District No. 1-43 Present Value Analysis 3 Section 469.175(3)(2) of the TIF Act Headwaters Villas Project 1 Estimated Future Market Value w/ Tax Increment Financing 21,371,729 ' 2 Payable 2021 Market Value 314,205 3 Market Value Increase (1-2) 21,057,524 4 Present Value of Future Tax Increments 3,637,507 5 Market Value Increase Less PV of Tax Increments 17,420,017 6 Estimated Future Market Value w/o Tax Increment Financing 402,947 ' 7 Payable 2021 Market Value 314,205 8 Market Value Increase (6-7) 88,742 9 Increase in MV From TIF 17,331,275 Z ' Assume 1.00% annual appreciation over 26 year life of district. Z Statutory compliance achieved if increase in market value from TIF (Line 9) is greater than or equal to zero. 3 Section 469.175(3)(2) of the TIF Act does not require this present value analysis for a housing tax increment financing district. This analysis is provided for information purposes. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 9 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 Exhibit II City of Monticello Monticello Tax Increment Financing District No. 1-43 (Housing) Headwaters Villas Project Projected Tax Increment Cash Flow DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 10 Less Taxable Present TIF Taxes Original Captured Original Less Market Net Tax Captured Available Value of District Payable Net Tax Net Tax Tax Rate State Year Year Value Capacity Capacity Capacity a z TIF Fee TIF Available (TMV)' a TIF s 1 2025 12,498,750 156,234 3,928 152,307 95.949% 146,137 (526) 145,611 133,502 2 2026 16,831,650 210,396 3,928 206,468 95.949% 198,104 (713) 197,391 309,168 3 2027 16,999,967 212,500 3,928 208,572 95.949% 200,123 (720) 199,403 481,418 4 2028 17,169,966 214,625 3,928 210,697 95.949% 202,162 (728) 201,434 650,319 5 2029 17,341,666 216,771 3,928 212,843 95.949% 204,221 (735) 203,486 815,934 6 2030 17,515,082 218,939 3,928 215,011 95.949% 206,301 (743) 205,558 978,327 7 2031 17,690,233 221,128 3,928 217,200 95.949% 208,402 (750) 207,652 1,137,561 8 2032 17,867,136 223,339 3,928 219,412 95.949% 210,523 (758) 209,765 1,293,697 9 2033 18,045,807 225,573 3,928 221,645 95.949% 212,666 (766) 211,900 1,446,794 10 2034 18,226,265 227,828 3,928 223,901 95.949% 214,831 (773) 214,058 1,596,913 11 2035 18,408,528 230,107 3,928 226,179 95.949% 217,017 (781) 216,236 1,744,111 12 2036 18,592,613 232,408 3,928 228,480 95.949% 219,224 (789) 218,435 1,888,443 13 2037 18,778,539 234,732 3,928 230,804 95.949% 221,454 (797) 220,657 2,029,965 14 2038 18,966,325 237,079 3,928 233,151 95.949% 223,707 (805) 222,902 2,168,733 15 2039 19,155,988 239,450 3,928 235,522 95.949% 225,981 (814) 225,167 2,304,799 16 2040 19,347,548 241,844 3,928 237,917 95.949% 228,279 (822) 227,457 2,438,217 17 2041 19,541,023 244,263 3,928 240,335 95.949% 230,599 (830) 229,769 2,569,036 18 2042 19,736,433 246,705 3,928 242,778 95.949% 232,943 (839) 232,104 2,697,308 19 2043 19,933,798 249,172 3,928 245,245 95.949% 235,310 (847) 234,463 2,823,081 20 2044 20,133,136 251,664 3,928 247,737 95.949% 237,701 (856) 236,845 2,946,406 21 2045 20,334,467 254,181 3,928 250,253 95.949% 240,116 (864) 239,252 3,067,328 22 2046 20,537,812 256,723 3,928 252,795 95.949% 242,554 (873) 241,681 3,185,894 23 2047 20,743,190 259,290 3,928 255,362 95.949% 245,018 (882) 244,136 3,302,151 24 2048 20,950,622 261,883 3,928 257,955 95.949% 247,505 (891) 246,614 3,416,143 25 2049 21,160,128 264,502 3,928 260,574 95.949% 250,018 (900) 249,118 3,527,914 26 2050 21,371,729 267,147 3,928 263,219 95.949% 252,556 (909)1 251,647 3,637,507 5,753,452 (20,712) 5,732,740 3,637,507 TOTAL = Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.00% 2 Original Tax Rate estimated based on Taxes Payable Year 2021. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $314,205, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 3.0% rate, and date of 12/1/2022. 6 Available TIF is after deducting State Auditor Fee of 0.36%. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 10 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 Exhibit III City of Monticello Monticello Tax Increment Financing District No. 1-43 Impact on Other Taxing Jurisdictions (Taxes Payable 2021) Headwaters Villas Project Annual Tax Increment Estimated Annual Captured Tax Capacity (Full Development) $235,522 Payable 2021 Local Tax Rate 95.949% Estimated Annual Tax Increment $225,981 Percent of Tax Base Net Tax Captured Percent of Capacity (NTC) Tax Capacity Total NTC City of Monticello Wright County ISD # 882 31,796,124 191,418,817 42,943,725 235,522 235,522 235,522 0.74% 0.12% 0.55% Dollar Impact of Affected Taxing Jurisdictions Net Tax Tax Added Local Capacity % of Total Increment Tax Rate (NTC) Share City of Monticello 35.659% 37.165% 83,985 0.264% Wright County 43.719% 45.565% 102,968 0.054% ISD # 882 15.390% 16.040% 36,247 0.084% Other 1.181% 1.231% 2,782 Totals 95.949% 100.000% 225,982 NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the Tax Increment District, the creation of the District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the Tax Increment District, then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 11 TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 Exhibit IV City of Monticello Tax Increment Financing (Housing) District No. 1-43 Headwaters Villas Project Estimated Tax Increments Over Maximum Life of District Total 5,753,452 2,138,241 2,621,551 922,838 70,822 Note: The Estimated Total Tax Increment shown above is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides Estimated Total Tax Increment after deducting for the State Auditor's fee. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 12 Based on Pay 2021 Tax Rate = 95.949% 35.659% 43.719% 15.390% 1.181 New Estimated City County School Other TIF Taxes Taxable New Base Captured Total TIF TIF TIF TIF District Payable Market Tax Tax Tax Tax Related Related Related Related Year Year Value Capacity Capacity Capacity Increment Share Share Share Share 1 2025 12,498,750 156,234 3,928 152,307 146,137 54,311 66,587 23,440 1,799 2 2026 16,831,650 210,396 3,928 206,468 198,104 73,624 90,266 31,775 2,439 3 2027 16,999,967 212,500 3,928 208,572 200,123 74,375 91,186 32,099 2,463 4 2028 17,169,966 214,625 3,928 210,697 202,162 75,132 92,115 32,426 2,489 5 2029 17,341,666 216,771 3,928 212,843 204,221 75,898 93,053 32,757 2,513 6 2030 17,515,082 218,939 3,928 215,011 206,301 76,671 94,001 33,090 2,539 7 2031 17,690,233 221,128 3,928 217,200 208,402 77,451 94,958 33,427 2,566 8 2032 17,867,136 223,339 3,928 219,412 210,523 78,240 95,925 33,767 2,591 9 2033 18,045,807 225,573 3,928 221,645 212,666 79,036 96,901 34,111 2,618 10 2034 18,226,265 227,828 3,928 223,901 214,831 79,841 97,887 34,458 2,645 11 2035 18,408,528 230,107 3,928 226,179 217,017 80,653 98,883 34,809 2,672 12 2036 18,592,613 232,408 3,928 228,480 219,224 81,474 99,889 35,163 2,698 13 2037 18,778,539 234,732 3,928 230,804 221,454 82,302 100,905 35,521 2,726 14 2038 18,966,325 237,079 3,928 233,151 223,707 83,139 101,932 35,882 2,754 15 2039 19,155,988 239,450 3,928 235,522 225,981 83,985 102,968 36,247 2,781 16 2040 19,347,548 241,844 3,928 237,917 228,279 84,839 104,015 36,615 2,810 17 2041 19,541,023 244,263 3,928 240,335 230,599 85,701 105,072 36,988 2,838 18 2042 19,736,433 246,705 3,928 242,778 232,943 86,572 106,140 37,364 2,867 19 2043 19,933,798 249,172 3,928 245,245 235,310 87,452 107,219 37,743 2,896 20 2044 20,133,136 251,664 3,928 247,737 237,701 88,340 108,308 38,127 2,926 21 2045 20,334,467 254,181 3,928 250,253 240,116 89,238 109,408 38,514 2,956 22 2046 20,537,812 256,723 3,928 252,795 242,554 90,144 110,519 38,905 2,986 23 2047 20,743,190 259,290 3,928 255,362 245,018 91,060 111,642 39,300 3,016 24 2048 20,950,622 261,883 3,928 257,955 247,505 91,984 112,775 39,699 3,047 25 2049 21,160,128 264,502 3,928 260,574 250,018 92,918 113,920 40,102 3,078 26 2050 21,371,729 267,147 3,928 263,219 252,556 93,861 115,077 40,509 3,109 Total 5,753,452 2,138,241 2,621,551 922,838 70,822 Note: The Estimated Total Tax Increment shown above is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides Estimated Total Tax Increment after deducting for the State Auditor's fee. DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 12 U M ro N c -I LL N N O Q O L a TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 EXHIBIT V Boundaries of Tax Increment Financing District No. 1-43 within Central Monticello Redevelopment Project No. I TIF District is inclusive of parcels within the TIF District and the adjacent roads and right of way DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 13 Sa TAX INCREMENT FINANCING (HOUSING) DISTRICT NO. 1-43 EXHIBIT VI Boundaries of Central Monticello Redevelopment Project No. I DRAFT FOR PUBLIC HEARING FEBRUARY 14, 2022 14 (1):'= o.c: C: o �o roc) • O O U Cfl (1) O 4-j C: 75O Co (3) O 5 � O G O E X �•a ��•, �U I— a� c� O U U 4-a 1 o ��U O N a� �-' •L O cn U � + /1 Lci o o > c N p .� _+ V) :3 •in O -i-+ Wco -t�- (.0 R co 0 W O Q •> l^i 0 p L) E N if x .cn 0 E J O 0 C M N .� L a U � -0 O O O O to L o 4- }, ' cn 0 O = C: N r _p to _ m O ov 04 ,,sr� dQrgsur�, 1,a t c7' 4b: W; 4) U) a� a� c� 0 CL 0 L n E C� C: 0 U lio LlW O S � N •+ O N 3 � � ■ O L —C L 4— Q� L O � � O 4 }J o c 0 •� o W O O �_' �> m ■ a) a) O U � U o o to Q X N O O U) N O L 4-a 0) Co L •C: •� O N ( U 0- _,_; V C: EF E O , O U o •� N .o 0 0 .� 2 ♦-+ (D -0 O � L N L U a C _� o =0 Co.. . -Co N 0 0 U N .0 .� O N 1-12 CL CL a. o � N � � ■ U N 4- 0 O U I L U) • O U I O O L I 0) co U ' L o CLCo CL x W -0 .5 v a)I-j o -CQ 0 o QL o 0' CV L o oL Q (n 4 �U) C Q3: O �O t� om I .v > C o Q CL � 1-170 O cn -0 O j, U) O O N cn >, N L- � 4-0 �.� O V 0 0 m U) 0 0( > Q 'E L O -' •� U OE (n-0 0).0 Q O > O cn _0 O: L p 0 — 0 Co .,� W .0 O 4-, cn O O O O N : O N ,+ o E U C6 w O -� .Q C, 0 W D-a)O ,0 fid' c_6 N O— _ O }, O ° m 3:z3 }' E L C Q C: a) a) o �- o � cu U,�o p0 c��•� --0E -O N }, > U> C:Q U N • V 0 4-a N N � 0 v 0 C m O Q O � cn cn -�-, L 0— U >> m� C6 L U N CZ C: -C 0 cia > CU Fn 0 cn .0 L - U0 N� p a) U E 0 > to }, O �., a) = Q4— p >> O O U _ to U 4- (� — O O O- C I co O 4- � 0 N p � 0 cn � "ca_ 4-0� O cn O� � ' o � E +� cn cn Q � }, > x p EN 0 m cn Co (n N (Y)CD� U i cm N�'O L -C N c �— + c O O '— L- � O >, N 7 0 �� L Q O '� C) - -r Q U 0) a) L E 0 as 0 c� c E 0 a� 0 0= c� _r_V U N E ;a) CL Q L > O CU V L L M i .� V a. 0 'm • 00 z J O az W L Q J U DD J0LO Woo �xou • L Q Co a-=� U) • C O O E E O cmc O o 0 O > G� 0 Q O ._ �� cm =C: cm�� E m w c C: _ .U) %+-U) .r W� _ cn a� U � O O o °' o '� E0 '- t/� v '� ca O L L .o Q > >t p W O � c� 4-0 Q 4000 •�' W Z3 C U c� L Q :3 "" •O 0 U _0 N L L— CD 70 •0 O y -m O a � }, U) L) N O N O U4-0 ,4W Q CL O 4- c6 L 4-- O O U QCD .�• CM L L E >y O . 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TIF for Housing NORTHLAND PUBLIC FINANCE 11/22/2021 Not Actual Size CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Mon- ticello, Minnesota, will hold a public hearing on Monday, February 14, 2022, at approximately 6:30 p.m. in the City Hall Council Chambers, 505 Walnut Streets Monticello, relating to the proposed establishment of Tax Increment Financing District No, 1-43 (Headwaters Villas Project) (the "TIF District") within Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursuant to Minnesota Statutes, Sections 469.090 to 469.1081 and Sections 469.174 through 469.1794, as amended. Cop- ies of the proposed Tax Increment Financing Plan will be on file and available for public inspection at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the of- fice of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Rede- velopment Project No. 1 and the proposed TIF District are shown in the following map: TIF Plst—N Central Monticello Redevelopment Rrgjert Area #1 - mlS nitrell6, MN All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY ORDER OF THE CITY COUNCIL /s/Jennifer Schreiber City Clerk Published in the Monticello Times February 3, 2022 1201530 ,yGNT COGy�. f9r R 5 G4/`r Monticello Monthly Report 2022 Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpFE55I0NA�rS Printed on February1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 911 Abandoned Total: 9 01/07/22 06:33 911 Abandoned 2022001575 911 01/07/2216:51 911 Abandoned 2022001716 911 01/09/2218:59 911 Abandoned 2022002272 911 01/14/22 07:39 911 Abandoned 2022003525 911 01/15/22 21:12 911 Abandoned 2022004020 911 01/18/22 11:17 911 Abandoned 2022004589 911 01/25/2214:58 911 Abandoned 2022006367 911 01/27/22 08:13 911 Abandoned 2022006782 911 01/28/2219:49 911 Abandoned 2022007221 911 911 Hang-up Total: 19 01/01/2213:48 911 Hang-up 2022000097 911 01/03/2216:51 911 Hang-up 2022000585 911 01/04/2211:45 911 Hang-up 2022000782 911 01/05/22 20:34 911 Hang-up 2022001225 911 01/06/2211:33 911 Hang-up 2022001355 911 01/06/2217:39 911 Hang-up 2022001444 911 01/07/2214:11 911 Hang-up 2022001674 911 01/08/2211:15 911 Hang-up 2022001936 911 01/09/2211:23 911 Hang-up 2022002176 911 01/10/2210:47 911 Hang-up 2022002386 911 01/10/2216:57 911 Hang-up 2022002492 911 01/11/2214:29 911 Hang-up 2022002722 911 01/12/22 06:27 911 Hang-up 2022002910 911 01/16/22 01:28 911 Hang-up 2022004061 Domestic Disturbance WP22001214 911 01/16/2213:00 911 Hang-up 2022004143 911 01/21/22 21:19 911 Hang-up 2022005453 911 01/26/2212:59 911 Hang-up 2022006587 911 01/28/22 01:23 911 Hang-up 2022007015 911 01/30/2218:45 911 Hang-up 2022007693 911 911 Hang-up; Suspicious - Person - Vehicle Total: 1 01/08/22 23:07 911 Hang-up; 2022002090 Suspicious - Person - Vehicle WP22000618 911 911 Open Line Total: 62 01/01/22 03:20 911 Open Line 2022000034 911 01/01/22 11:47 911 Open Line 2022000075 911 01/01/22 19:38 911 Open Line 2022000165 911 01/03/22 09:17 911 Open Line 2022000474 911 01/04/22 07:56 911 Open Line 2022000733 911 Page 1 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/04/22 18:36 911 Open Line 2022000922 911 01/04/22 18:54 911 Open Line 2022000927 911 01/05/22 11:24 911 Open Line 2022001074 911 Open Line WP22000317 911 01/05/22 12:52 911 Open Line 2022001094 911 01/05/22 14:54 911 Open Line 2022001119 911 01/07/22 07:46 911 Open Line 2022001584 911 01/08/22 11:23 911 Open Line 2022001938 911 01/08/22 15:15 911 Open Line 2022001978 911 01/08/22 16:03 911 Open Line 2022001992 911 01/09/22 10:05 911 Open Line 2022002159 911 01/09/22 10:17 911 Open Line 2022002163 911 01/09/22 12:37 911 Open Line 2022002196 911 01/09/22 15:08 911 Open Line 2022002222 911 01/09/22 15:46 911 Open Line 2022002228 911 01/09/22 17:20 911 Open Line 2022002249 911 01/10/22 11:34 911 Open Line 2022002406 911 01/10/22 15:15 911 Open Line 2022002467 911 01/10/22 17:24 911 Open Line 2022002501 911 01/10/22 17:57 911 Open Line 2022002514 911 01/10/22 20:47 911 Open Line 2022002544 911 01/10/22 22:25 911 Open Line 2022002564 911 01/11/22 10:59 911 Open Line 2022002670 911 01/11/22 19:14 911 Open Line 2022002806 911 01/12/22 09:58 911 Open Line 2022002949 911 01/12/22 10:21 911 Open Line 2022002955 911 01/13/22 12:31 911 Open Line 2022003295 911 01/13/22 21:07 911 Open Line 2022003451 911 01/14/22 09:59 911 Open Line 2022003551 911 01/15/22 12:50 911 Open Line 2022003895 911 01/16/22 17:11 911 Open Line 2022004181 911 01/17/22 10:31 911 Open Line 2022004329 911 01/18/22 10:34 911 Open Line 2022004574 911 01/18/22 18:15 911 Open Line 2022004700 911 01/18/22 20:58 911 Open Line 2022004735 911 01/19/22 00:27 911 Open Line 2022004759 911 01/19/22 05:43 911 Open Line 2022004777 911 01/19/22 18:18 911 Open Line 2022004937 911 01/20/22 07:42 911 Open Line 2022005034 911 01/20/22 18:07 911 Open Line 2022005169 911 01/21/22 12:20 911 Open Line 2022005327 911 01/21/22 12:47 911 Open Line 2022005330 911 01/21/22 17:30 911 Open Line 2022005408 911 01/23/22 02:28 911 Open Line 2022005763 911 01/23/22 20:39 911 Open Line 2022005959 911 01/24/22 15:44 911 Open Line 2022006134 911 01/25/22 09:16 911 Open Line 2022006278 911 01/25/22 10:04 911 Open Line 2022006290 911 Page 2 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/25/22 19:35 911 Open Line 2022006435 911 01/26/22 11:34 911 Open Line 2022006566 911 01/26/22 14:31 911 Open Line 2022006614 911 01/27/22 08:44 911 Open Line 2022006788 911 01/27/22 21:21 911 Open Line 2022006975 911 01/27/22 22:20 911 Open Line 2022006987 911 01/28/22 09:29 911 Open Line 2022007071 911 01/29/22 16:53 911 Open Line 2022007439 911 01/30/22 19:05 911 Open Line 2022007697 911 01/31/22 12:07 911 Open Line 2022007857 911 911 Open Line; Domestic Disturbance Total: 1 WP22000683 01/28/22 17:50 911 Open Line; 2022007192 Domestic Disturbance WP22002178 911 /_1:fTTGTI -—VIMMrMf-M. W, 01/03/22 13:53 Abandoned Vehicle 2022000535 Abandoned Vehicle WP22000138 Phone 01/04/22 15:44 Abandoned Vehicle 2022000859 Abandoned Vehicle WP22000232 Phone 01/13/22 13:16 Abandoned Vehicle 2022003305 Abandoned Vehicle WP22000997 Phone 01/26/22 13:10 Abandoned Vehicle 2022006589 Parking Agency Assist WP22001982 Phone 01/28/22 08:33 Abandoned Vehicle 2022007061 Abandoned Vehicle WP22002123 Phone Abuse Total: 2 01/09/22 20:59 Agency Assist; Warrant 2022002292 Agency Assist WP22000683 Phone 01/12/22 21:00 Abuse 2022003153 Abuse WP22000942 Phone 01/20/22 08:01 Abuse 2022005043 Abuse WCID2200149IPhone Agency Assist Total: 5 01/01/22 10:38 Agency Assist 2022000064 Agency Assist WP22000017 Phone 01/06/22 16:39 Agency Assist 2022001429 Agency Assist WP22000441 Phone 01/11/22 18:50 Agency Assist 2022002799 Agency Assist WP22000840 Phone 01/15/22 00:18 Agency Assist 2022003764 Agency Assist WP22001142 Phone 01/28/22 12:27 Agency Assist 2022007115 Warrant - Arrest WP22002150 Phone Agency Assist; Warrant - Attempt Total: 1 01/09/22 20:59 Agency Assist; Warrant 2022002292 Agency Assist WP22000683 Phone Alarm Total: 4 01/07/2218:15 Alarm 2022001746 Phone 01/08/2218:40 Alarm 2022002032 911 01/10/22 23:13 Alarm 2022002572 Phone 01/11/2215:11 Alarm 2022002730 Alarm WP22000853 Phone Alarm; Medical - Carbon Monoxide Inhalation Total: 1 01/19/22 15:06 Alarm; Medical - 2022004893 Phone Animal Total: 8 01/06/2211:07 Animal 2022001346 Animal WP22000410 Phone 01/06/2216:56 Animal 2022001434 Phone 01/10/22 20:40 Animal 2022002543 Animal WP22000763 911 01/12/22 22:35 Animal 2022003166 Animal WP22000947 Phone 01/17/2219:20 Animal 2022004449 Animal WP22001321 Phone Page 3 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/21/2213:52 Animal 2022005352 Animal WP22001591 Phone 01/21/2214:29 Animal 2022005367 Animal WP22001597 Phone 01/25/2218:10 Animal 2022006419 Animal WP22001933 Phone Animal - Barking Dog Total: 1 2022000579 Check Welfare WP22000154 Phone 01/13/22 14:52 Animal - Barking Dog 2022003331 Animal - Barking Dog WP22001007 911 Animal - Bites - Attacks Total: 2 Check Welfare 2022001082 Check Welfare 01/06/22 16:38 Animal - Bites - Attacks 2022001428 Animal - Bites - Attacks WP22000440 Phone 01/16/22 10:17 Animal - Bites - Attacks 2022004112 Animal - Bites - Attacks WP22001232 Phone Assault Total: 2 Check Welfare WP22000675 911 01/10/22 09:20 01/15/2217:58 Assault 2022003970 Assault WP22001195 Phone 01/20/22 07:17 Assault 2022005027 Assault WP22001492 911 Burglary Total: 1 01/11/22 19:45 Check Welfare 2022002815 Check Welfare 01/27/22 08:48 Burglary 2022006789 Theft WP22002037 911 Check Welfare Total: 19 01/02/22 13:51 Check Welfare 2022000307 Citizen Aid WP22000082 Phone 01/02/22 18:51 Check Welfare 2022000354 Check Welfare WP22000089 911 01/02/22 19:32 Check Welfare 2022000360 Check Welfare WP22000094 911 01/03/22 16:24 Check Welfare 2022000579 Check Welfare WP22000154 Phone 01/04/22 03:25 Check Welfare 2022000708 Check Welfare WP22000180 Officer 01/05/22 12:08 Check Welfare 2022001082 Check Welfare WP22000320 Phone 01/07/22 17:01 Check Welfare 2022001720 Check Welfare WP22000528 Phone 01/09/22 18:22 Check Welfare 2022002266 Check Welfare WP22000675 911 01/10/22 09:20 Check Welfare 2022002374 Check Welfare WP22000707 Phone 01/10/22 15:26 Check Welfare 2022002473 Check Welfare WP22000749 Phone 01/11/22 19:45 Check Welfare 2022002815 Check Welfare WP22000843 Phone 01/15/22 05:13 Check Welfare 2022003801 Check Welfare WP22001164 Phone 01/17/22 12:27 Check Welfare 2022004357 Check Welfare WP22001288 Phone 01/17/22 18:07 Check Welfare 2022004438 Check Welfare WP22001315 911 01/19/22 19:29 Check Welfare 2022004955 Check Welfare WP22001474 Phone 01/26/22 19:08 Check Welfare 2022006679 Check Welfare WP22002010 Phone 01/30/22 12:35 Check Welfare 2022007613 Check Welfare WP22002287 911 01/30/22 15:08 Check Welfare 2022007652 Check Welfare WP22002299 Phone 01/30/22 20:04 Check Welfare 2022007709 Check Welfare WP22002316 Phone Check Welfare; Civil Complaint Total: 1 01/30/22 21:15 Check Welfare; Civil 2022007725 Check Welfare WP22002321 Phone Check Welfare; Dispatch - CAD - Addressing Problems Total: 2 01/01/22 17:38 Check Welfare; 2022000146 Check Welfare WP22000037 Phone 01/06/22 15:55 Check Welfare; 2022001420 Check Welfare WP22000438 Phone Check Welfare; Domestic Disturbance Total: 1 01/04/22 18:32 Check Welfare; 2022000921 Intoxicated Person WP22000249 911 Citizen Aid Total: 9 Page 4 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/04/22 12:21 Citizen Aid 2022000793 Citizen Aid WP22000208 Phone 01/04/22 15:49 Citizen Aid 2022000861 Citizen Aid WP22000233 911 01/05/22 15:54 Citizen Aid 2022001144 01/09/22 16:06 Civil Complaint Phone 01/08/22 13:17 Citizen Aid 2022001958 Citizen Aid WP22000585 Phone 01/22/22 08:39 Citizen Aid 2022005541 Citizen Aid WP22001655 Phone 01/26/22 13:39 Citizen Aid 2022006600 Trespass WP22001984 Phone 01/27/22 10:44 Citizen Aid 2022006822 Citizen Aid WP22002047 Phone 01/27/22 20:35 Citizen Aid 2022006965 Citizen Aid WP22002096 Phone 01/28/22 12:38 Citizen Aid 2022007118 Theft WP22002144 Phone Citizen Aid; Check Welfare Total: 1 WP22001351 Phone 01/18/22 14:40 01/26/22 21:01 Citizen Aid; Check 2022006701 Citizen Aid WP22002015 Phone Civil Complaint Total: 24 01/02/22 17:28 Civil Complaint 2022000344 Civil Complaint WP22000087 Phone 01/02/22 19:13 Civil Complaint 2022000358 Civil Complaint WP22000090 Phone 01/05/22 18:17 Civil Complaint 2022001180 Civil Complaint WP22000355 911 01/07/22 19:31 Civil Complaint 2022001763 Civil Complaint WP22000534 Phone 01/09/22 16:06 Civil Complaint 2022002232 Civil Complaint WP22000665 911 01/10/22 02:18 Civil Complaint 2022002333 Civil Complaint WP22000695 01/10/22 20:19 Civil Complaint 2022002539 Civil Complaint WP22000762 Phone 01/13/22 12:29 Civil Complaint 2022003294 Civil Complaint WP22000992 Phone 01/13/22 18:24 Civil Complaint 2022003405 Civil Complaint WP22001034 Phone 01/17/22 13:17 Civil Complaint 2022004372 Civil Complaint WP22001294 911 01/17/22 19:09 Civil Complaint 2022004447 Civil Complaint WP22001319 911 01/18/22 07:32 Civil Complaint 2022004536 Civil Complaint WP22001351 Phone 01/18/22 14:40 Civil Complaint 2022004636 Civil Complaint WP22001381 Phone 01/19/22 15:01 Civil Complaint 2022004890 Civil Complaint WP22001449 911 01/19/22 16:01 Civil Complaint 2022004903 Civil Complaint WP22001451 Phone 01/22/22 17:44 Civil Complaint 2022005679 Civil Complaint WP22001692 01/23/22 14:32 Civil Complaint 2022005868 Civil Complaint WP22001761 Phone 01/24/22 14:17 Civil Complaint 2022006111 Civil Complaint WP22001836 Phone 01/26/22 17:25 Civil Complaint 2022006655 Civil Complaint WP22002001 Phone 01/27/22 16:21 Civil Complaint 2022006900 Civil Complaint WP22002076 Phone 01/27/22 17:53 Civil Complaint 2022006927 Civil Complaint WP22002084 Phone 01/29/22 14:14 Civil Complaint 2022007401 Civil Complaint WP22002236 Phone 01/30/22 20:04 Civil Complaint 2022007710 Civil Complaint WP22002317 Phone 01/31/22 17:17 Civil Complaint 2022007961 Civil Complaint WP22002401 Phone Civil Complaint; Civil Process Total: 1 01/07/22 17:04 Civil Complaint; Civil 2022001721 Civil Process WP22000529 Phone Civil Complaint; Dispatch - CAD - Addressing Problems Total: 1 01/02/22 09:39 Civil Complaint; 2022000253 Civil Complaint WP22000069 Phone Civil Process Total: 50 01/03/22 08:07 Civil Process 2022000453 Officer 01/03/22 09:36 Civil Process 2022000480 Officer 01/03/22 14:56 Civil Process 2022000554 Officer Page 5 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/03/22 15:58 Civil Process 2022000569 Officer 01/04/22 15:25 Civil Process 2022000849 Officer 01/05/22 08:06 Civil Process 2022001033 Officer 01/05/22 08:15 Civil Process 2022001034 Officer 01/05/22 17:45 Civil Process 2022001168 Officer 01/06/22 10:50 Civil Process 2022001344 Officer 01/06/22 11:25 Civil Process 2022001352 Officer 01/06/22 15:09 Civil Process 2022001407 Officer 01/06/22 16:08 Civil Process 2022001425 Officer 01/06/22 17:10 Civil Process 2022001435 Officer 01/07/22 08:11 Civil Process 2022001587 Officer 01/10/22 12:52 Civil Process 2022002427 Officer 01/11/22 11:48 Civil Process 2022002685 Officer 01/11/22 12:02 Civil Process 2022002689 Officer 01/12/22 10:21 Civil Process 2022002954 Officer 01/13/22 09:49 Civil Process 2022003254 Officer 01/14/22 15:39 Civil Process 2022003636 Officer 01/18/22 15:14 Civil Process 2022004643 01/19/22 08:54 Civil Process 2022004800 Officer 01/19/22 09:11 Civil Process 2022004803 Officer 01/19/22 09:27 Civil Process 2022004806 Officer 01/19/22 15:52 Civil Process 2022004899 Officer 01/19/22 15:59 Civil Process 2022004902 Officer 01/20/22 14:59 Civil Process 2022005122 Officer 01/21/22 10:01 Civil Process 2022005296 Officer 01/21/22 11:36 Civil Process 2022005318 Officer 01/21/22 12:00 Civil Process 2022005325 Officer 01/25/22 09:04 Civil Process 2022006273 Officer 01/25/22 09:04 Civil Process 2022006274 Officer 01/25/22 09:08 Civil Process 2022006276 Officer 01/25/22 09:21 Civil Process 2022006280 Officer 01/25/22 09:31 Civil Process 2022006282 Officer 01/25/22 10:30 Civil Process 2022006298 Officer 01/25/22 12:07 Civil Process 2022006324 Officer 01/25/22 15:03 Civil Process 2022006369 Officer 01/25/22 15:23 Civil Process 2022006378 Officer 01/25/22 15:38 Civil Process 2022006388 Officer 01/26/22 08:11 Civil Process 2022006510 Officer 01/26/22 12:12 Civil Process 2022006576 Officer 01/26/22 15:17 Civil Process 2022006622 Officer 01/26/22 15:22 Civil Process 2022006625 Officer 01/26/22 15:46 Civil Process 2022006634 Officer 01/27/22 13:42 Civil Process 2022006858 Officer 01/27/22 14:09 Civil Process 2022006864 Officer 01/28/22 14:09 Civil Process 2022007137 Officer 01/28/22 14:33 Civil Process 2022007142 Officer 01/31/22 13:18 Civil Process 2022007881 Officer Page 6 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Commercial Fire Alarm Total: 2 01/07/22 19:23 Commercial Fire Alarm 2022001761 Phone 01/28/22 08:00 Commercial Fire Alarm 2022007055 Phone Commercial General Alarm Total: 29 01/01/22 07:19 Commercial General 2022000048 Phone 01/02/22 09:40 01/31/22 08:17 Commercial General 2022000254 Phone 01/02/22 21:32 Criminal Damage to Property Total: 3 Commercial General 2022000384 Phone 01/06/22 06:42 2022000477 Commercial General 2022001299 Phone 01/07/22 06:20 2022004036 Commercial General 2022001571 Phone 01/07/22 08:35 2022006127 Commercial General 2022001597 Phone 01/07/22 10:37 Commercial General 2022001632 Phone 01/07/22 12:21 Commercial General 2022001651 Phone 01/07/22 23:07 Commercial General 2022001842 Phone 01/11/22 06:06 Commercial General 2022002606 Phone 01/13/22 17:00 Commercial General 2022003376 Phone 01/13/22 18:53 Commercial General 2022003420 Phone 01/14/22 06:54 Commercial General 2022003520 Phone 01/15/22 17:10 Commercial General 2022003965 Phone 01/15/22 20:09 Commercial General 2022004007 Phone 01/16/22 01:54 Commercial General 2022004063 Phone 01/16/22 12:22 Commercial General 2022004138 Phone 01/16/22 19:57 Commercial General 2022004216 Phone 01/16/22 21:25 Commercial General 2022004232 Commercial General Alarm WP22001260 Phone 01/19/22 13:15 Commercial General 2022004857 Phone 01/21/22 19:50 Commercial General 2022005430 Phone 01/22/22 04:40 Commercial General 2022005522 Phone 01/24/22 01:41 Commercial General 2022005992 Phone 01/24/22 21:51 Commercial General 2022006213 Phone 01/25/22 22:28 Commercial General 2022006461 Phone 01/26/22 14:28 Commercial General 2022006613 Phone 01/26/22 15:41 Commercial General 2022006633 Phone 01/26/22 18:37 Commercial General 2022006672 Phone 01/31/22 06:54 Commercial General 2022007782 Phone Commercial General Alarm; Dispatch - CAD - Addressing Problems Total: 2 01/18/22 16:31 Commercial General 2022004663 Phone 01/19/22 08:24 Commercial General 2022004795 Phone Court Order Violation Total: 2 01/04/22 12:24 Court Order Violation 2022000794 Court Order Violation WP22000212 Phone 01/31/22 08:17 Court Order Violation 2022007800 Court Order Violation WP22002344 Phone Criminal Damage to Property Total: 3 01/03/22 09:30 Criminal Damage to 2022000477 Civil Complaint WP22000121 Phone 01/15/22 22:34 Criminal Damage to 2022004036 Criminal Damage to Property WP22001207 911 01/24/22 15:13 Criminal Damage to 2022006127 Criminal Damage to Property WP22001839 Phone Page 7 of 25 Incident Start Date/Time Initial Call CFS # Disabled Vehicle Total: 2 01/21/22 10:16 Disabled Vehicle 2022005302 01/27/22 21:48 Disabled Vehicle 2022006979 Disorderly Total: 4 Final Incident Case Number How Reported Phone Phone 01/02/22 19:34 Disorderly 2022000363 Juvenile - Complaint WP22000091 Phone 01/13/2210:06 Disorderly 2022003260 Disorderly WP22000981 911 01/18/22 09:44 Disorderly 2022004566 Disorderly WP22001360 Phone 01/21/2213:44 Disorderly 2022005347 Disorderly WP22001587 911 Domestic Disturbance Total: 22 01/01/22 12:02 Domestic Disturbance 2022000078 Domestic Disturbance WP22000022 Phone 01/01/22 23:49 Domestic Disturbance 2022000215 Domestic Disturbance WP22000059 Phone 01/05/22 23:20 Domestic Disturbance 2022001252 Suspicious - Circumstances WP22000366 911 01/07/22 07:41 Domestic Disturbance 2022001581 Domestic Disturbance WP22000480 911 01/12/22 15:45 Domestic Disturbance 2022003050 Domestic Disturbance WP22000913 911 01/12/22 17:00 Domestic Disturbance 2022003075 Domestic Disturbance WP22000922 911 01/12/22 22:20 Domestic Disturbance 2022003164 Domestic Disturbance WP22000945 911 01/14/22 12:10 Domestic Disturbance 2022003586 Domestic Disturbance WP22001100 Phone 01/16/22 13:13 Domestic Disturbance 2022004146 Domestic Disturbance WP22001241 911 01/17/22 07:43 Domestic Disturbance 2022004297 Domestic Disturbance WP22001275 911 01/20/22 05:38 Domestic Disturbance 2022005019 Domestic Disturbance WP22001491 911 01/21/22 10:09 Domestic Disturbance 2022005299 Domestic Disturbance WP22001571 911 01/22/22 01:53 Domestic Disturbance 2022005497 Domestic Disturbance WP22001637 911 01/22/22 02:02 Domestic Disturbance 2022005500 Domestic Disturbance WP22001639 911 01/22/22 23:03 Domestic Disturbance 2022005728 Domestic Disturbance WP22001710 911 01/25/22 18:42 Domestic Disturbance 2022006423 Noise WP22001934 911 01/25/22 21:42 Domestic Disturbance 2022006454 Domestic Disturbance WP22001944 911 01/28/22 09:22 Domestic Disturbance 2022007068 Domestic Disturbance WP22002127 Phone 01/28/22 11:02 Domestic Disturbance 2022007098 CSC Sex Offense WP22002139 Phone 01/28/22 20:00 Domestic Disturbance 2022007224 Civil Complaint WP22002183 Phone 01/29/22 23:33 Domestic Disturbance 2022007525 Domestic Disturbance WP22002260 911 01/30/22 15:58 Domestic Disturbance 2022007660 Domestic Disturbance WP22002302 Phone Domestic Disturbance; 911 Abandoned Total: 1 01/23/22 20:53 Domestic Disturbance; 2022005961 Domestic Disturbance WP22001785 Phone Drugs Total: 5 01/10/2212:16 Drugs 2022002417 Drugs WP22000722 Phone 01/10/2213:40 Drugs 2022002435 Drugs WP22000732 Phone 01/11/2216:15 Drugs 2022002747 Drugs WSIU2200084gDfficer 01/13/22 00:05 Drugs 2022003177 Drugs WP22000949 Phone 01/15/22 21:42 Drugs 2022004028 Drugs WP22001205 911 Dumping Total: 1 01/03/2212:18 Dumping 2022000522 Dumping WP22000130 Phone Extra Patrol Total: 1 01/20/22 01:19 Extra Patrol 2022005003 Extra Patrol WP22001485 Phone Page 8 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Extra Patrol; Dispatch - CAD - Addressing Problems Total: 1 01/25/22 09:46 Extra Patrol; Dispatch - 2022006286 Phone Extra Patrol; Dispatch - CAD - Addressing Problems; Suspicious - Person - Vehicle Total: 1 01/15/22 15:19 Extra Patrol; Dispatch - 2022003939 Suspicious - Person - Vehicle WP22001186 Phone Fire - Gas Leak Total: 1 01/11/22 19:11 Fire - Gas Leak 2022002805 Fire - Gas Leak WP22000841 911 Fire - Gas Leak; Dispatch - CAD - Addressing Problems Total: 1 01/28/22 08:53 Fire - Gas Leak; 2022007063 Fire - Gas Leak WP22002126 911 Fire - Other Total: 1 01/31/22 10:38 Fire - Other 2022007835 Other Fire - Structure Total: 2 01/08/22 11:07 Fire - Structure 01/17/22 14:06 Fire - Structure Fire - Vehicle Total: 1 01/23/22 16:52 Fire - Vehicle 2022001933 Fire - Structure 2022004382 Fire - Structure 2022005907 Found Body Total: 1 01/13/22 07:20 Found Body 2022003214 Fraud - Checks - Cards Total: 6 01/12/22 13:16 Fraud - Checks - Cards 2022003002 01/12/22 14:28 Fraud - Checks - Cards 2022003026 01/18/22 16:49 Fraud - Checks - Cards 2022004668 01/19/22 21:20 Fraud - Checks - Cards 2022004979 01/25/22 15:36 Fraud - Checks - Cards 2022006384 01/29/22 11:05 Fraud - Checks - Cards 2022007363 Fraud - Forgery Total: 2 01/20/22 13:57 Fraud - Forgery 01/28/22 17:06 Fraud - Forgery Fraud - Internet Total: 3 01/03/22 14:44 Fraud - Internet 01/11/22 11:07 Fraud - Internet 01/21/22 18:08 Fraud - Internet Funeral Escort Total: 3 01/05/22 11:44 Funeral Escort 01/07/22 09:35 Funeral Escort 01/31/22 09:37 Funeral Escort Harassment Total: 3 01/04/2210:55 Harassment WP22000577 911 WP22001299 911 911 Death Investigation - Natural WP22000968 Phone Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards 2022005106 Fraud - Forgery 2022007185 Fraud - Forgery 2022000553 Fraud - Internet 2022002674 Fraud - Internet 2022005415 Fraud - Internet 2022001078 2022001618 2022007816 2022000772 Harassment WP22000897 Phone WP22000906 Phone WP22001388 Phone WP22001478 Phone WP22001917 Phone WP22002225 911 WP22001517 Phone WP22002175 911 WP22000145 Phone WP22000798 Phone WP22001613 Phone Phone Phone Phone WP22000205 Phone Page 9 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/09/2217:22 Harassment 2022002251 Harassment WP22000671 Phone 01/14/2215:58 Harassment 2022003642 Harassment WP22001118 Phone Info Total: 4 01/05/22 22:47 Info 2022001244 Phone 01/21/22 02:02 Info 2022005253 Phone 01/31/22 18:46 Info 2022007980 Phone 01/31/22 23:01 Info 2022008026 Phone Intoxicated Person Total: 1 01/05/22 14:39 Intoxicated Person 2022001114 Intoxicated Person WP22000336 911 Juvenile - Complaint Total: 3 01/15/22 21:25 Juvenile - Complaint 2022004022 Juvenile - Complaint WP22001204 Phone 01/28/22 07:47 Juvenile - Complaint 2022007054 Juvenile - Complaint WP22002121 Phone 01/29/22 01:46 Juvenile - Complaint 2022007307 Juvenile - Complaint WP22002204 911 Juvenile - Runaway Total: 2 01/05/22 15:34 Juvenile - Runaway 2022001134 Juvenile - Runaway WP22000340 Phone 01/16/22 20:59 Juvenile - Runaway 2022004229 Juvenile - Runaway WP22001257 911 Lift Assist Total: 8 01/01/22 11:44 Lift Assist 2022000074 911 01/07/22 02:44 Lift Assist 2022001556 911 01/12/22 02:43 Lift Assist 2022002895 01/13/22 09:59 Lift Assist 2022003257 911 01/20/22 22:19 Lift Assist 2022005225 911 01/21/2210:18 Lift Assist 2022005303 911 01/26/22 23:53 Lift Assist 2022006736 911 01/29/22 22:32 Lift Assist 2022007511 911 Lock Out - Lock In Total: 2 01/14/22 13:28 Lock Out - Lock In 2022003604 911 01/19/22 18:12 Lock Out - Lock In 2022004934 Lock Out - Lock In WP22001462 911 Lost - Found Property Total: 2 01/04/22 13:21 Lost - Found Property 2022000815 Lost - Found Property WP22000217 01/08/22 06:50 Lost - Found Property 2022001886 Suspicious - Item WP22000562 Phone Medical - Abdominal Pain Total: 1 01/12/2215:51 Medical - Abdominal 2022003051 Phone Medical - Allergies - Stings Total: 2 01/13/22 05:56 Medical - Allergies - 2022003204 Phone 01/14/22 17:33 Medical - Allergies - 2022003666 911 Medical - Back Pain Total: 2 01/24/22 10:10 Medical - Back Pain 2022006053 911 01/31/22 08:37 Medical - Back Pain 2022007801 Phone Page 10 of 25 Incident Start Date/Time Initial Call CFS # Medical - Bleeding - Lacerations Total: 1 01/17/22 23:49 Medical - Bleeding - 2022004495 Medical - Breathing Problems Total: 12 Final Incident Case Number How Reported 911 01/01/22 15:13 Medical - Breathing 2022000113 911 01/02/22 03:49 Medical - Breathing 2022000230 911 01/04/22 01:21 Medical - Breathing 2022000701 Medical - Breathing Problems WP22000178 911 01/04/22 05:44 Medical - Breathing 2022000717 911 01/06/22 02:33 Medical - Breathing 2022001280 911 01/08/22 17:05 Medical - Breathing 2022002005 911 01/11/22 03:52 Medical - Breathing 2022002600 Medical - Breathing Problems WP22000777 911 01/15/22 13:36 Medical - Breathing 2022003909 911 01/19/22 15:05 Medical - Breathing 2022004892 911 01/20/22 10:14 Medical - Breathing 2022005070 911 01/25/22 09:40 Medical - Breathing 2022006284 911 01/27/22 02:29 Medical - Breathing 2022006753 911 Medical - Carbon Monoxide Inhalation Total: 2 01/02/22 12:14 Medical - Carbon 2022000280 Phone 01/16/22 16:05 Medical - Carbon 2022004170 911 Medical - Chest Pain Total: 4 01/03/22 06:28 Medical - Chest Pain 2022000441 Phone 01/19/22 14:55 Medical - Chest Pain 2022004889 Phone 01/20/22 07:27 Medical - Chest Pain 2022005028 911 01/23/22 23:16 Medical - Chest Pain 2022005982 911 Medical - Cold Exposure Total: 1 Medical - Diabetic 01/10/22 18:00 Medical - Cold 2022002518 911 Medical - Diabetic Total: 6 01/03/22 08:55 Medical - Diabetic 2022000462 911 01/04/22 19:25 Medical - Diabetic 2022000935 911 01/14/22 08:28 Medical - Diabetic 2022003538 911 01/17/22 10:43 Medical - Diabetic 2022004332 911 01/30/22 18:31 Medical - Diabetic 2022007691 911 01/30/22 21:09 Medical - Diabetic 2022007722 911 Medical - Fall Under 6 Feet Total: 20 01/02/22 16:12 Medical - Fall Under 6 2022000332 Phone 01/05/22 18:25 Medical - Fall Under 6 2022001185 911 01/09/22 06:59 Medical - Fall Under 6 2022002134 Phone 01/10/22 17:44 Medical - Fall Under 6 2022002507 Phone 01/11/22 05:18 Medical - Fall Under 6 2022002603 911 01/11/22 08:15 Medical - Fall Under 6 2022002623 911 01/11/22 09:27 Medical - Fall Under 6 2022002640 911 01/12/22 12:55 Medical - Fall Under 6 2022002995 911 01/13/22 13:30 Medical - Fall Under 6 2022003309 911 01/14/22 00:06 Medical - Fall Under 6 2022003484 911 Page 11 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/15/22 17:09 Medical - Fall Under 6 2022003963 911 01/16/22 23:06 Medical - Fall Under 6 2022004253 911 01/18/22 22:35 Medical - Fall Under 6 2022004747 911 01/19/22 19:31 Medical - Fall Under 6 2022004956 Phone 01/21/22 09:20 Medical - Fall Under 6 2022005290 Phone 01/22/22 08:39 Medical - Fall Under 6 2022005542 911 01/23/22 17:37 Medical - Fall Under 6 2022005917 Medical - Fall Under 6 Feet WP22001779 Phone 01/23/22 18:31 Medical - Fall Under 6 2022005931 911 01/24/22 12:16 Medical - Fall Under 6 2022006084 911 01/24/22 21:50 Medical - Fall Under 6 2022006211 911 Medical - Headache Total: 1 Medical - Sick 2022001596 01/12/22 13:12 Medical - Headache 2022003000 911 Medical - Heart Problems Total: 1 Medical - Sick 01/03/22 22:08 Medical - Heart 2022000668 911 Medical - Psychiatric - Behavioral Total: 5 01/04/22 12:55 Medical - Psychiatric - 2022000805 Medical - Psychiatric - WSRO2200021;Ehone 01/05/22 20:20 Medical - Psychiatric - 2022001220 Medical - Psychiatric - WP22000363 Phone 01/12/22 13:04 Medical - Psychiatric - 2022002997 Medical - Psychiatric - WSRO22000894hone 01/23/22 05:51 Medical - Psychiatric - 2022005784 Medical - Psychiatric - WP22001736 911 01/26/22 14:21 Medical - Psychiatric - 2022006610 Medical - Psychiatric - WP22001988 Phone Medical - Seizure Total: 4 01/06/22 11:41 Medical - Seizure 2022001357 911 01/24/22 11:19 Medical - Seizure 2022006072 Medical - Seizure WP22001819 911 01/30/22 08:29 Medical - Seizure 2022007573 911 01/30/22 15:03 Medical - Seizure 2022007650 911 Medical - Sick Total: 35 01/01/22 02:56 Medical - Sick 2022000032 911 01/02/22 07:51 Medical - Sick 2022000244 911 01/02/22 19:33 Medical - Sick 2022000361 911 01/03/22 09:33 Medical - Sick 2022000479 911 01/03/22 10:56 Medical - Sick 2022000500 911 01/03/22 10:57 Medical - Sick 2022000501 911 01/03/22 22:49 Medical - Sick 2022000678 911 01/03/22 23:09 Medical - Sick 2022000683 911 01/04/22 22:16 Medical - Sick 2022000968 911 01/06/22 17:59 Medical - Sick 2022001450 911 01/07/22 00:02 Medical - Sick 2022001533 911 01/07/22 08:32 Medical - Sick 2022001596 911 01/07/22 13:11 Medical - Sick 2022001665 911 01/07/22 15:03 Medical - Sick 2022001684 911 01/08/22 08:26 Medical - Sick 2022001895 911 01/08/22 16:41 Medical - Sick 2022001999 911 01/08/22 21:47 Medical - Sick 2022002072 911 01/09/22 09:09 Medical - Sick 2022002152 911 Page 12 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/12/22 16:54 Medical - Sick 2022003073 911 01/13/22 10:07 Medical - Sick 2022003261 911 01/14/22 04:11 Medical - Sick 2022003514 911 01/14/22 07:56 Medical - Sick 2022003529 911 01/16/22 11:25 Medical - Sick 2022004126 911 01/16/22 15:13 Medical - Sick 2022004166 911 01/19/22 12:32 Medical - Sick 2022004848 911 01/20/22 15:13 Medical - Sick 2022005127 911 01/21/22 15:00 Medical - Sick 2022005370 Phone 01/22/22 11:14 Medical - Sick 2022005572 911 01/24/22 14:40 Medical - Sick 2022006117 911 01/25/22 08:48 Medical - Sick 2022006269 911 01/25/22 14:41 Medical - Sick 2022006362 911 01/27/22 09:30 Medical - Sick 2022006798 911 01/27/22 15:43 Medical - Sick 2022006888 911 01/29/22 06:52 Medical - Sick 2022007321 911 01/31/22 10:01 Medical - Sick 2022007823 911 Medical - Stroke Total: 4 01/15/22 20:13 Medical - Stroke 2022004009 01/20/22 13:17 Medical - Stroke 2022005100 01/24/22 13:48 Medical - Stroke 2022006102 01/30/22 11:56 Medical - Stroke 2022007605 Medical - Trauma Total: 2 Medical - Unconscious - 01/23/22 09:35 Medical - Trauma 2022005805 01/28/22 19:08 Medical - Trauma 2022007213 Medical - Unconscious - Fainting Total: 6 01/03/22 16:57 Medical - Unconscious - 2022000587 01/07/22 09:16 Phone Medical - Unconscious - 2022001614 01/09/22 15:23 01/19/22 06:18 Missing Person Medical - Unconscious - 2022002225 01/14/22 11:58 Medical - Unconscious - 2022003582 01/14/22 18:02 Phone Medical - Unconscious - 2022003672 01/22/22 18:53 01/29/22 13:25 Motorist Aid Medical - Unconscious - 2022005690 911 911 911 911 911 911 Phone 911 Death Investigation - Natural WP22000664 911 911 911 Medical - Unconscious - WP22001698 911 Medical - Unconscious - Fainting; Medical - Overdose - Poisoning Total: 1 01/11/22 11:44 Medical - Unconscious - 2022002684 Medical - Unconscious - WP22000805 911 Medical - Unknown Total: 1 01/06/22 14:48 Medical - Unknown 2022001403 Phone Missing Person Total: 1 01/19/22 06:18 Missing Person 2022004779 Missing Person WP22001414 Phone Motorist Aid Total: 4 01/08/22 11:41 Motorist Aid 2022001941 Phone 01/25/22 20:54 Motorist Aid 2022006447 Phone 01/29/22 13:25 Motorist Aid 2022007394 Phone Page 13 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/31/22 12:06 Motorist Aid 2022007856 MVA - No Injuries 2022000492 Phone MVA - Car Deer Total: 1 01/03/22 14:15 MVA - No Injuries 2022000542 01/13/22 14:23 MVA - Car Deer 2022003326 01/04/22 10:42 911 MVA - Hit & Run Total: 3 MVA - No Injuries WP22000202 911 01/04/22 16:02 01/08/22 08:24 MVA - Hit & Run 2022001894 MVA - Hit & Run WP22000565 Phone 01/31/22 15:50 MVA - Hit & Run 2022007936 MVA - Hit & Run WP22002394 WP22000289 01/31/22 17:38 MVA - Hit & Run 2022007966 MVA - Hit & Run WP22002402 911 MVA - Injuries Total: 3 911 01/07/22 07:43 MVA - No Injuries 2022001582 01/05/22 14:13 MVA - Injuries 2022001107 911 01/07/22 20:29 911 01/18/22 20:32 MVA - Injuries 2022004729 MVA - No Injuries WP22001405 911 01/23/22 21:47 MVA - Injuries 2022005969 MVA - Injuries WP22001789 911 MVA - No Injuries Total: 24 01/02/22 13:48 MVA - No Injuries 2022000306 Agency Assist WP22000080 01/03/22 10:22 MVA - No Injuries 2022000492 01/03/22 14:15 MVA - No Injuries 2022000542 MVA - No Injuries WP22000139 01/04/22 10:42 MVA - No Injuries 2022000767 MVA - No Injuries WP22000202 911 01/04/22 16:02 MVA - No Injuries 2022000867 MVA - No Injuries WP22000236 01/05/22 08:02 MVA - No Injuries 2022001031 MVA - No Injuries WP22000289 01/05/22 09:55 MVA - No Injuries 2022001057 MVA - No Injuries WP22000308 911 01/07/22 07:43 MVA - No Injuries 2022001582 911 01/07/22 20:29 MVA - No Injuries 2022001785 Agency Assist WP22000540 911 01/11/22 14:46 MVA - No Injuries 2022002724 MVA - No Injuries WP22000822 01/13/22 08:21 MVA - No Injuries 2022003231 MVA - No Injuries WP22000973 01/15/22 14:25 MVA - No Injuries 2022003925 911 01/15/22 18:22 MVA - No Injuries 2022003979 911 01/18/22 11:11 MVA - No Injuries 2022004584 MVA - No Injuries WP22001365 01/19/22 10:48 MVA - No Injuries 2022004828 MVA - No Injuries WP22001426 01/20/22 07:43 MVA - No Injuries 2022005036 MVA - No Injuries WP22001494 911 01/23/22 09:40 MVA - No Injuries 2022005806 MVA - No Injuries WP22001741 911 01/23/22 09:50 MVA - No Injuries 2022005808 MVA - No Injuries WP22001743 01/23/22 13:41 MVA - No Injuries 2022005857 MVA - No Injuries WP22001758 911 01/25/22 07:01 MVA - No Injuries 2022006253 MVA - No Injuries WP22001881 911 01/25/22 12:29 MVA - No Injuries 2022006329 MVA - No Injuries WP22001897 911 01/26/22 08:57 MVA - No Injuries 2022006524 MVA - No Injuries WP22001965 01/28/22 15:37 MVA - No Injuries 2022007166 MVA - No Injuries WP22002167 01/29/22 13:48 MVA - No Injuries 2022007398 MVA - No Injuries WP22002235 911 MVA - No Injuries; Dispatch - CAD - Addressing Problems; Dispatch - Phone -Radio -CAD Problems Total: 1 01/27/22 12:16 MVA - No Injuries; 2022006847 MVA - No Injuries WP22002058 MVA - No Injuries; MVA - Hit & Run Total: 1 01/08/22 22:42 MVA - No Injuries; MVA 2022002084 MVA - No Injuries WP22000614 911 Neighborhood Dispute Total: 1 Page 14 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/09/22 06:12 Neighborhood Dispute 2022002131 Neighborhood Dispute WP22000635 Noise Total: 1 WP22000407 01/06/2215:52 Parking 01/23/22 03:51 Noise 2022005773 Noise WP22001732 Ordinance Violation Total: 1 2022001457 Parking WP22000447 01/09/22 15:17 Ordinance Violation 2022002224 Ordinance Violation WPRK22000663 Parking Total: 12 01/03/2213:40 Parking 2022000533 Parking WP22000137 01/06/2210:10 Parking 2022001336 Parking WP22000407 01/06/2215:52 Parking 2022001419 Parking WP22000434 01/06/2218:27 Parking 2022001457 Parking WP22000447 01/10/2214:33 Parking 2022002451 Parking WP22000742 01/10/2214:57 Parking 2022002459 Parking WP22000745 01/11/22 09:45 Parking 2022002648 Parking WP22000789 01/12/2211:26 Parking 2022002971 Parking WP22000886 01/13/2211:01 Parking 2022003270 Parking WP22000986 01/17/2213:03 Parking 2022004369 Parking WP22001293 01/18/22 08:31 Parking 2022004546 Parking WP22001354 01/31/2214:24 Parking 2022007903 Parking WP22002386 Phone Call Total: 2 Probation Check 2022007897 01/22/22 21:48 Phone Call 2022005713 Probation Other 01/24/22 13:54 Phone Call 2022006105 Other POR Check Total: 1 01/30/22 23:29 POR Check 2022007749 Officer Probation Check Total: 12 01/02/22 12:39 Probation Check 2022000289 Officer 01/02/22 12:55 Probation Check 2022000293 Officer 01/02/22 13:58 Probation Check 2022000310 Officer 01/02/22 14:24 Probation Check 2022000312 Officer 01/11/22 09:43 Probation Check 2022002645 Officer 01/12/22 16:30 Probation Check 2022003070 Officer 01/20/22 20:26 Probation Check 2022005202 Officer 01/20/22 21:03 Probation Check 2022005210 Officer 01/28/22 18:08 Probation Check 2022007195 Officer 01/28/22 18:21 Probation Check 2022007200 Officer 01/31/22 14:05 Probation Check 2022007897 Officer 01/31/22 15:45 Probation Check 2022007933 Officer Prowler Total: 1 01/10/22 03:02 Prowler 2022002338 Prowler WP22000699 911 Public Works - Utilities Total: 2 01/22/22 13:21 Public Works - Utilities 2022005608 Public Works - Utilities WP22001679 Phone 01/27/22 17:26 Public Works - Utilities 2022006915 Public Works - Utilities WP22002082 Phone Page 15 of 25 Incident Start Date/Time Initial Call CFS # Repossession Total: 3 01/04/22 23:48 01/07/22 21:16 Repossession 2022001801 01/12/2216:14 Repossession 2022003061 01/12/2218:27 Repossession 2022003119 Residential General Alarm Total: 2 01/06/22 11:12 Residential General 2022001348 01/15/22 00:03 Residential General 2022003760 Residential Medical Alarm Total: 7 Final Incident 01/03/22 13:33 Residential Medical 2022000532 01/04/22 23:48 Residential Medical 2022000983 01/13/22 08:53 Residential Medical 2022003241 01/19/22 09:39 Residential Medical 2022004809 01/25/22 02:45 Residential Medical 2022006241 01/29/22 01:13 Residential Medical 2022007302 01/30/22 21:04 Residential Medical 2022007719 Search Warrant Total: 3 2022000431 01/06/22 09:31 Search Warrant 2022001326 Search Warrant 01/12/22 09:57 Search Warrant 2022002947 Search Warrant 01/20/22 14:45 Search Warrant 2022005117 Search Warrant SIA Area Watch Total: 14 01/01/22 22:30 SIA Area Watch 2022000196 01/01/22 22:33 SIA Area Watch 2022000197 01/01/22 23:30 SIA Area Watch 2022000211 01/01/22 23:34 SIA Area Watch 2022000213 01/01/22 23:41 SIA Area Watch 2022000214 01/03/22 04:15 SIA Area Watch 2022000431 01/05/22 00:56 SIA Area Watch 2022000988 01/10/22 00:47 SIA Area Watch 2022002327 01/10/22 08:51 SIA Area Watch 2022002368 01/12/22 04:57 SIA Area Watch 2022002903 01/20/22 01:40 SIA Area Watch 2022005005 01/27/22 07:08 SIA Area Watch 2022006768 01/27/22 07:27 SIA Area Watch 2022006769 01/28/22 08:04 SIA Area Watch 2022007056 SIA Business Walk Through Total: 18 01/01/22 10:16 SIA Business Walk 2022000060 01/04/22 10:40 SIA Business Walk 2022000765 01/04/22 11:48 SIA Business Walk 2022000784 01/10/22 08:33 SIA Business Walk 2022002364 01/10/22 09:13 SIA Business Walk 2022002373 01/11/22 14:15 SIA Business Walk 2022002717 01/12/22 11:35 SIA Business Walk 2022002974 01/12/22 13:43 SIA Business Walk 2022003011 Case Number How Reported Phone Phone Phone Phone Phone Phone Phone Phone Phone WSIU220004007fficer WSIU2200088(Dfficer WSIU22001519Dfficer Page 16 of 25 Incident Start Date/Time Initial Call CFS # 01/15/22 09:15 SIA Business Walk 2022003843 01/19/22 12:08 SIA Business Walk 2022004841 01/20/2211:57 SIA Business Walk 2022005091 01/26/22 07:32 SIA Business Walk 2022006499 01/26/22 08:46 SIA Business Walk 2022006522 01/26/22 09:55 SIA Business Walk 2022006538 01/26/22 11:14 SIA Business Walk 2022006557 01/26/22 12:02 SIA Business Walk 2022006572 01/26/2215:38 SIA Business Walk 2022006632 01/27/22 13:11 SIA Business Walk 2022006853 SIA City Council - City Hall Total: 2 01/10/22 17:30 SIA City Council - City 2022002504 01/24/22 17:30 SIA City Council - City 2022006160 SIA Door Check Total: 1 01/27/22 01:17 SIA Door Check 2022006745 SIA Foot Patrol Total: 2 01/20/22 11:37 SIA Foot Patrol 2022005085 01/27/22 09:41 SIA Foot Patrol 2022006803 SIA House Check Total: 1 01/18/22 03:12 SIA House Check 2022004514 SIA Other Total: 2 01/11/2214:23 SIA Other 2022002719 01/25/22 18:39 SIA Other 2022006421 SIA Parks Total: 17 01/01/22 06:35 SIA Parks 2022000042 01/01/22 09:48 SIA Parks 2022000059 01/02/22 09:20 SIA Parks 2022000252 01/04/22 08:59 SIA Parks 2022000741 01/07/22 10:05 SIA Parks 2022001627 01/08/22 08:16 SIA Parks 2022001893 01/09/22 08:23 SIA Parks 2022002143 01/09/2215:01 SIA Parks 2022002220 01/10/2211:00 SIA Parks 2022002393 01/11/22 14:48 SIA Parks 2022002725 01/16/22 09:09 SIA Parks 2022004097 01/19/22 14:00 SIA Parks 2022004873 01/21/22 23:29 SIA Parks 2022005484 01/22/2211:47 SIA Parks 2022005580 01/26/2210:19 SIA Parks 2022006544 01/26/2210:31 SIA Parks 2022006546 01/29/22 13:46 SIA Parks 2022007397 SIA School Check Total: 1 Final Incident Case Number How Reported Officer Officer Page 17 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/25/22 14:42 SIA School Check 2022006364 SIA Winter Parking Warning Total: 2 01/10/22 14:00 SIA Winter Parking 2022002442 01/24/22 02:58 SIA Winter Parking 2022005994 Officer Sign - Signal Repair Total: 4 01/08/22 07:43 Sign - Signal Repair 2022001888 Phone 01/09/22 10:15 Sign - Signal Repair 2022002162 01/15/22 06:01 Sign - Signal Repair 2022003804 Phone 01/30/22 13:02 Sign - Signal Repair 2022007623 Phone Snowbird Total: 28 01/03/22 02:17 Snowbird 2022000427 Snowbird WP22000110 01/14/22 08:23 01/03/22 02:34 Snowbird 2022000428 Snowbird WP22000111 Stolen - Vehicle 01/05/22 02:29 Snowbird 2022001000 Snowbird WP22000280 Officer 01/06/22 02:13 Snowbird 2022001272 Snowbird WP22000375 Officer 01/06/22 02:17 Snowbird 2022001274 Snowbird WP22000377 Officer 01/08/22 02:09 Snowbird 2022001864 Snowbird WP22000555 01/09/22 02:42 Snowbird 2022002113 Snowbird WP22000624 01/09/22 02:51 Snowbird 2022002115 Snowbird WP22000627 01/09/22 03:02 Snowbird 2022002119 Snowbird WP22000629 01/15/22 02:19 Snowbird 2022003785 Snowbird WP22001153 Officer 01/18/22 02:09 Snowbird 2022004507 Snowbird WP22001338 01/18/22 02:21 Snowbird 2022004508 Snowbird WP22001339 01/18/22 02:26 Snowbird 2022004509 Snowbird WP22001340 01/18/22 02:31 Snowbird 2022004510 Snowbird WP22001341 01/18/22 02:52 Snowbird 2022004512 Snowbird WP22001342 01/18/22 03:18 Snowbird 2022004516 Snowbird WP22001344 01/18/22 03:32 Snowbird 2022004518 Snowbird WP22001345 01/26/22 02:29 Snowbird 2022006475 Snowbird WP22001950 01/27/22 02:16 Snowbird 2022006751 Snowbird WP22002023 01/27/22 02:45 Snowbird 2022006756 Snowbird WP22002024 01/27/22 04:20 Snowbird 2022006760 Snowbird WP22002027 01/28/22 02:10 Snowbird 2022007021 Snowbird WP22002107 01/28/22 04:07 Snowbird 2022007030 Snowbird WP22002113 01/28/22 04:50 Snowbird 2022007032 Snowbird WP22002114 01/28/22 05:06 Snowbird 2022007035 Snowbird WP22002115 01/29/22 02:05 Snowbird 2022007309 Snowbird WP22002207 Officer 01/29/22 02:10 Snowbird 2022007310 Snowbird WP22002208 Officer 01/31/22 02:57 Snowbird 2022007769 Snowbird WP22002337 Officer Stolen - Vehicle Total: 5 01/05/22 05:28 Stolen - Vehicle 2022001013 Stolen - Vehicle WP22000285 911 01/14/22 08:23 Stolen - Vehicle 2022003537 Stolen - Vehicle WP22001079 911 01/19/22 14:04 Stolen - Vehicle 2022004876 Stolen - Vehicle WP22001443 911 01/19/22 15:58 Stolen - Vehicle 2022004901 Citizen Aid WP22001450 Phone 01/29/22 22:59 Stolen - Vehicle 2022007516 Stolen - Vehicle WP22002257 911 Page 18 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Stoparm Violation Total: 3 01/11/22 17:22 Stoparm Violation 2022002772 Stoparm Violation 01/27/22 17:07 Stoparm Violation 2022006910 Stoparm Violation 01/28/22 16:59 Stoparm Violation 2022007183 Stoparm Violation Suspicious - Circumstances Total: 9 01/01/22 17:18 Suspicious - 2022000139 Suspicious - Circumstances 01/03/22 00:07 Suspicious - 2022000416 Suspicious - Circumstances 01/05/22 21:00 Suspicious - 2022001232 Suspicious - Circumstances 01/08/22 16:06 Suspicious - 2022001993 Suspicious - Circumstances 01/18/22 15:22 Suspicious - 2022004646 Suspicious - Circumstances 01/20/22 08:03 Suspicious - 2022005045 Suspicious - Circumstances 01/21/22 11:37 Suspicious - 2022005320 Suspicious - Circumstances 01/26/22 16:55 Suspicious - 2022006649 Suspicious - Circumstances 01/29/22 15:07 Suspicious - 2022007412 Suspicious - Circumstances Case Number How Reported WP22000834 Other WP22002079 Other WP22002174 Other WP22000034 Phone WP22000107 911 WP22000365 Phone WP22000594 Phone WP22001384 911 WP22001498 Phone WP22001580 Phone WP22001998 Phone WP22002238 Phone Suspicious - Circumstances; Medical - Psychiatric - Behavioral Total: 1 01/17/22 22:02 Suspicious - 2022004481 Suspicious - Circumstances WP22001329 911 Suspicious - Person - Vehicle Total: 28 01/01/22 00:11 Suspicious - Person - 2022000005 01/05/22 11:15 Suspicious - Person - 2022001071 01/06/22 00:58 Suspicious - Person - 2022001264 01/07/22 15:47 Suspicious - Person - 2022001700 01/11/22 15:29 Suspicious - Person - 2022002735 01/12/22 09:38 Suspicious - Person - 2022002942 01/13/22 09:21 Suspicious - Person - 2022003247 01/13/22 09:35 Suspicious - Person - 2022003250 01/14/22 20:25 Suspicious - Person - 2022003712 01/15/22 09:08 Suspicious - Person - 2022003841 01/15/22 23:52 Suspicious - Person - 2022004053 01/16/22 11:17 Suspicious - Person - 2022004124 01/16/22 16:41 Suspicious - Person - 2022004177 01/16/22 19:08 Suspicious - Person - 2022004204 01/17/22 03:14 Suspicious - Person - 2022004281 01/17/22 07:27 Suspicious - Person - 2022004292 01/19/22 09:06 Suspicious - Person - 2022004802 01/19/22 20:48 Suspicious - Person - 2022004969 01/21/22 13:50 Suspicious - Person - 2022005350 01/23/22 01:25 Suspicious - Person - 2022005752 01/23/22 14:46 Suspicious - Person - 2022005870 01/24/22 09:18 Suspicious - Person - 2022006037 01/24/22 09:24 Suspicious - Person - 2022006038 01/24/22 16:51 Suspicious - Person - 2022006149 01/24/22 22:42 Suspicious - Person - 2022006223 01/25/22 10:28 Suspicious - Person - 2022006297 01/27/22 09:53 Suspicious - Person - 2022006809 Suspicious - Person - Vehicle WP22000001 Officer Suspicious - Person - Vehicle WP22000315 Phone Suspicious - Person - Vehicle WP22000370 Phone Suspicious - Person - Vehicle WP22000522 Phone Suspicious - Person - Vehicle WP22000826 Phone Suspicious - Person - Vehicle WP22000877 Phone Suspicious - Person - Vehicle WP22000978 Phone Suspicious - Person - Vehicle WP22000979 Phone Suspicious - Person - Vehicle WP22001132 Phone Suspicious - Person - Vehicle WP22001173 Phone Theft - Gas Drive Off WP22001211 Phone Suspicious - Person - Vehicle WP22001235 911 Suspicious - Person - Vehicle WP22001248 911 Suspicious - Person - Vehicle WP22001251 Phone Drugs WP22001270 911 Suspicious - Person - Vehicle WP22001273 Suspicious - Person - Vehicle WP22001420 Phone Suspicious - Person - Vehicle WP22001476 Phone Suspicious - Person - Vehicle WP22001590 Phone DUI WP22001722 Phone Suspicious - Person - Vehicle WP22001762 Phone Suspicious - Person - Vehicle WP22001805 911 Suspicious - Person - Vehicle WP22001806 Phone Suspicious - Person - Vehicle WP22001850 Phone Suspicious - Person - Vehicle WP22001871 Phone Suspicious - Person - Vehicle WP22001887 Phone Suspicious - Person - Vehicle WP22002042 Phone Page 19 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/29/22 01:53 Suspicious - Person - 2022007308 Suspicious - Person - Vehicle WP22002206 911 Theft Total: 6 Theft - From Vehicle 2022007149 Theft - Identity Theft Total: 2 Phone 01/07/2210:05 Theft 2022001626 Theft WP22000489 Phone 01/13/2211:02 Theft 2022003271 Theft WP22000985 Phone 01/14/22 09:42 Theft 2022003548 Theft WP22001092 Phone 01/14/2212:54 Theft 2022003597 Theft WP22001106 Phone 01/16/2219:03 Theft 2022004201 Theft WP22001250 Phone 01/26/2214:26 Theft 2022006612 Theft WP22001989 Phone Theft - From Vehicle Total: 5 01/01/22 17:49 Theft - From Vehicle 2022000147 01/04/22 17:38 Theft - From Vehicle 2022000903 01/16/22 03:42 Theft - From Vehicle 2022004069 01/24/22 08:56 Theft - From Vehicle 2022006030 01/28/22 14:58 Theft - From Vehicle 2022007149 Theft - Identity Theft Total: 2 Phone 01/06/22 11:22 Theft - Identity Theft 2022001350 01/06/22 14:07 Theft - Identity Theft 2022001392 Theft - Shoplifting Total: 7 Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle Theft - From Vehicle WP22000039 Phone WP22000246 Phone WP22001217 911 WP22001804 Phone WP22002165 911 Fraud - Financial Transaction WP22000411 Phone Theft - Identity Theft WP22000427 Phone 01/02/22 13:33 Theft - Shoplifting 2022000302 Theft - Shoplifting WP22000078 Phone 01/03/22 18:32 Theft - Shoplifting 2022000612 Theft - Shoplifting WP22000158 Phone 01/07/22 02:32 Theft - Shoplifting 2022001553 Theft - Shoplifting WP22000470 Phone 01/17/22 10:26 Theft - Shoplifting 2022004327 Theft - Shoplifting WP22001282 Phone 01/20/22 12:36 Theft - Shoplifting 2022005096 Theft - Shoplifting WP22001513 Phone 01/23/22 14:49 Theft - Shoplifting 2022005871 Theft - Shoplifting WP22001763 Phone 01/31/22 10:31 Theft - Shoplifting 2022007833 Theft - Shoplifting WP22002358 Phone Threats Total: 4 01/06/2210:44 Threats 2022001342 Threats WP22000408 Phone 01/08/22 07:04 Threats 2022001887 Threats WP22000563 911 01/17/2213:10 Threats 2022004371 Threats WP22001295 911 01/29/2215:54 Threats 2022007424 Threats WP22002241 Phone Tow Total: 1 Traffic - Complaint 2022001421 Traffic - Complaint WP22000435 911 01/04/2217:35 Tow 2022000901 Tow WP22000244 Phone Traffic - Complaint Total: 14 01/01/22 15:49 Traffic - Complaint 2022000121 Traffic - Complaint WP22000030 Phone 01/02/22 23:29 Traffic - Complaint 2022000410 Traffic - Complaint WP22000104 911 01/04/22 15:16 Traffic - Complaint 2022000847 Traffic - Complaint WP22000229 911 01/04/22 18:57 Traffic - Complaint 2022000928 Traffic - Complaint WP22000253 911 01/06/22 15:57 Traffic - Complaint 2022001421 Traffic - Complaint WP22000435 911 01/06/22 15:59 Traffic - Complaint 2022001422 Traffic - Complaint WP22000436 911 01/08/22 19:25 Traffic - Complaint 2022002042 Traffic - Complaint WP22000603 911 01/12/22 18:25 Traffic - Complaint 2022003118 Traffic - Complaint WP22000933 911 01/12/22 21:14 Traffic - Complaint 2022003157 Traffic - Complaint WP22000943 911 Page 20 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/21/22 21:26 Traffic - Complaint 2022005457 Traffic - Complaint WP22001622 Phone 01/24/22 07:45 Traffic - Complaint 2022006016 Agency Assist WP22001801 911 01/27/22 11:13 Traffic - Complaint 2022006828 Traffic - Complaint WP22002050 911 01/27/22 23:13 Traffic - Complaint 2022007000 Traffic - Complaint WP22002100 Phone 01/29/22 22:12 Traffic - Complaint 2022007508 Traffic - Complaint WP22002256 Phone Traffic - Hazard Total: 1 Traffic Stop 2022000386 01/03/22 08:21 Traffic - Hazard 2022000456 Traffic - Hazard WP22000118 WP22000193 Traffic Stop Total: 156 01/01/22 00:17 Traffic Stop 2022000007 Officer 01/01/22 00:35 Traffic Stop 2022000012 Officer 01/01/22 22:52 Traffic Stop 2022000204 Traffic Stop WP22000057 Officer 01/02/2218:50 Traffic Stop 2022000353 Officer 01/02/22 21:02 Traffic Stop 2022000378 Drugs WP22000097 Officer 01/02/22 21:37 Traffic Stop 2022000385 Officer 01/02/22 21:43 Traffic Stop 2022000386 Officer 01/04/22 09:28 Traffic Stop 2022000745 Traffic Stop WP22000193 Officer 01/04/22 10:26 Traffic Stop 2022000758 Traffic Stop WP22000198 Officer 01/04/22 10:42 Traffic Stop 2022000766 Officer 01/04/2210:57 Traffic Stop 2022000773 Officer 01/04/2216:20 Traffic Stop 2022000878 Officer 01/04/2217:08 Traffic Stop 2022000894 Officer 01/04/22 20:16 Traffic Stop 2022000947 Officer 01/05/22 20:11 Traffic Stop 2022001216 Officer 01/05/22 20:12 Traffic Stop 2022001217 Officer 01/06/2212:07 Traffic Stop 2022001364 Traffic Stop WP22000417 Officer 01/06/22 21:39 Traffic Stop 2022001503 Officer 01/07/22 15:22 Traffic Stop 2022001690 Officer 01/08/22 17:32 Traffic Stop 2022002014 Officer 01/08/22 17:52 Traffic Stop 2022002016 Officer 01/08/2219:36 Traffic Stop 2022002045 Officer 01/09/22 01:30 Traffic Stop 2022002105 Officer 01/09/22 01:48 Traffic Stop 2022002107 Officer 01/09/22 02:56 Traffic Stop 2022002116 Officer 01/09/22 18:56 Traffic Stop 2022002271 Officer 01/09/22 19:56 Traffic Stop 2022002282 Officer 01/09/22 20:15 Traffic Stop 2022002286 Traffic Stop WP22000681 Officer 01/09/22 20:40 Traffic Stop 2022002289 Officer 01/09/22 23:15 Traffic Stop 2022002313 Traffic Stop WP22000692 Officer 01/10/22 04:30 Traffic Stop 2022002342 Officer 01/10/22 11:41 Traffic Stop 2022002410 Officer 01/10/22 13:00 Traffic Stop 2022002428 Traffic Stop WP22000728 Officer 01/10/22 13:17 Traffic Stop 2022002433 Officer 01/10/22 14:16 Traffic Stop 2022002445 Traffic Stop WP22000737 Officer 01/10/22 15:19 Traffic Stop 2022002469 Officer 01/10/22 17:06 Traffic Stop 2022002496 Traffic Stop WP22000755 Officer Page 21 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/10/22 17:58 Traffic Stop 2022002515 Officer 01/10/22 18:14 Traffic Stop 2022002520 Officer 01/10/22 20:57 Traffic Stop 2022002545 Officer 01/11/22 13:41 Traffic Stop 2022002708 Officer 01/11/22 21:06 Traffic Stop 2022002839 Officer 01/12/22 06:20 Traffic Stop 2022002909 Officer 01/12/22 13:18 Traffic Stop 2022003003 Officer 01/12/22 18:16 Traffic Stop 2022003116 Officer 01/12/22 18:53 Traffic Stop 2022003127 Officer 01/12/22 20:22 Traffic Stop 2022003142 Officer 01/13/22 02:33 Traffic Stop 2022003191 Officer 01/13/22 07:03 Traffic Stop 2022003209 Officer 01/13/22 07:18 Traffic Stop 2022003213 Traffic Stop WP22000967 Officer 01/13/22 07:20 Traffic Stop 2022003215 Officer 01/13/22 07:45 Traffic Stop 2022003222 Officer 01/13/22 15:15 Traffic Stop 2022003341 Officer 01/13/22 21:00 Traffic Stop 2022003448 Officer 01/13/22 21:32 Traffic Stop 2022003456 Officer 01/13/22 21:52 Traffic Stop 2022003465 Traffic Stop WP22001044 Officer 01/14/22 00:16 Traffic Stop 2022003486 Traffic Stop WP22001054 Officer 01/14/22 01:51 Traffic Stop 2022003497 Officer 01/14/22 10:53 Traffic Stop 2022003561 Officer 01/14/22 18:03 Traffic Stop 2022003673 Officer 01/14/22 18:22 Traffic Stop 2022003681 Officer 01/14/22 19:46 Traffic Stop 2022003699 Officer 01/14/22 21:21 Traffic Stop 2022003725 Officer 01/14/22 22:28 Traffic Stop 2022003736 Officer 01/15/22 01:36 Traffic Stop 2022003776 Traffic Stop WP22001150 Officer 01/15/22 07:10 Traffic Stop 2022003811 Officer 01/15/22 07:33 Traffic Stop 2022003815 Officer 01/15/22 07:47 Traffic Stop 2022003819 Traffic Stop WP22001168 Officer 01/15/22 10:27 Traffic Stop 2022003855 Officer 01/15/22 21:06 Traffic Stop 2022004018 Officer 01/16/22 06:29 Traffic Stop 2022004078 Officer 01/16/22 07:18 Traffic Stop 2022004082 Officer 01/16/22 10:04 Traffic Stop 2022004110 Traffic Stop WP22001231 Officer 01/16/22 12:13 Traffic Stop 2022004137 Traffic Stop WP22001239 Officer 01/16/22 14:17 Traffic Stop 2022004155 Officer 01/16/22 20:32 Traffic Stop 2022004225 Officer 01/17/22 01:09 Traffic Stop 2022004268 Officer 01/17/22 01:19 Traffic Stop 2022004270 Officer 01/17/22 01:27 Traffic Stop 2022004271 Officer 01/17/22 12:46 Traffic Stop 2022004365 Officer 01/17/22 21:09 Traffic Stop 2022004474 Officer 01/18/22 04:45 Traffic Stop 2022004522 Officer 01/19/22 08:06 Traffic Stop 2022004790 Officer 01/19/22 14:23 Traffic Stop 2022004883 Traffic Stop WP22001445 Officer Page 22 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/20/22 20:46 Traffic Stop 2022005205 Officer 01/20/22 21:28 Traffic Stop 2022005215 Officer 01/21/22 21:02 Traffic Stop 2022005446 DUI WP22001621 Officer 01/21/22 21:34 Traffic Stop 2022005460 Officer 01/22/22 00:23 Traffic Stop 2022005494 Officer 01/22/2212:34 Traffic Stop 2022005591 Officer 01/22/2216:26 Traffic Stop 2022005664 Officer 01/22/22 17:17 Traffic Stop 2022005673 Officer 01/22/22 18:11 Traffic Stop 2022005683 Traffic Stop WP22001695 Officer 01/23/22 06:32 Traffic Stop 2022005787 Officer 01/23/2218:02 Traffic Stop 2022005925 Officer 01/23/22 18:16 Traffic Stop 2022005926 Officer 01/23/22 22:44 Traffic Stop 2022005977 Traffic Stop WP22001792 Officer 01/24/2217:28 Traffic Stop 2022006159 Officer 01/24/22 20:14 Traffic Stop 2022006190 Officer 01/24/22 22:35 Traffic Stop 2022006221 Officer 01/24/22 23:57 Traffic Stop 2022006229 Officer 01/25/22 06:02 Traffic Stop 2022006249 Officer 01/25/22 12:23 Traffic Stop 2022006327 Traffic Stop WP22001896 Officer 01/25/22 14:27 Traffic Stop 2022006359 Officer 01/25/22 20:27 Traffic Stop 2022006440 Officer 01/25/22 20:39 Traffic Stop 2022006445 Officer 01/25/22 21:33 Traffic Stop 2022006452 Officer 01/26/22 08:28 Traffic Stop 2022006516 Officer 01/26/2212:57 Traffic Stop 2022006586 Traffic Stop WP22001980 Officer 01/26/22 14:16 Traffic Stop 2022006609 Officer 01/26/22 15:15 Traffic Stop 2022006620 Officer 01/26/22 20:50 Traffic Stop 2022006697 Officer 01/27/22 13:44 Traffic Stop 2022006859 Officer 01/27/22 13:55 Traffic Stop 2022006862 Officer 01/27/22 14:46 Traffic Stop 2022006875 Officer 01/27/22 15:01 Traffic Stop 2022006879 Officer 01/27/22 18:29 Traffic Stop 2022006940 Officer 01/27/22 19:47 Traffic Stop 2022006957 Officer 01/27/22 22:23 Traffic Stop 2022006988 Officer 01/27/22 22:34 Traffic Stop 2022006992 Officer 01/27/22 22:36 Traffic Stop 2022006994 Officer 01/27/22 22:57 Traffic Stop 2022006995 Traffic Stop WP22002101 Officer 01/27/22 23:07 Traffic Stop 2022006997 Traffic Stop WP22002099 Officer 01/27/22 23:34 Traffic Stop 2022007005 Officer 01/28/22 00:27 Traffic Stop 2022007010 Officer 01/28/22 06:58 Traffic Stop 2022007048 Officer 01/28/22 07:24 Traffic Stop 2022007051 Officer 01/28/22 07:36 Traffic Stop 2022007053 Officer 01/28/22 20:47 Traffic Stop 2022007248 Officer 01/28/22 21:36 Traffic Stop 2022007259 Traffic Stop WP22002195 Officer 01/28/22 21:56 Traffic Stop 2022007265 Officer Page 23 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/29/22 00:12 Traffic Stop 2022007291 Unwanted Person 2022002998 Officer 01/29/22 06:48 Traffic Stop 2022007320 Unwanted Person Vehicle Off Road Total: 9 Officer 01/29/22 07:20 Traffic Stop 2022007323 2022000220 DUI Officer 01/29/22 10:25 Traffic Stop 2022007353 01/13/22 20:35 Vehicle Off Road Officer 01/29/22 12:40 Traffic Stop 2022007384 Officer 01/29/22 12:53 Traffic Stop 2022007386 Officer 01/29/22 16:38 Traffic Stop 2022007437 Officer 01/29/22 18:32 Traffic Stop 2022007460 Traffic Stop WP22002247 Officer 01/29/22 19:07 Traffic Stop 2022007468 DUI WP22002248 Officer 01/29/22 20:49 Traffic Stop 2022007492 Officer 01/30/22 03:46 Traffic Stop 2022007563 Officer 01/30/22 08:06 Traffic Stop 2022007570 Officer 01/30/2212:58 Traffic Stop 2022007619 Officer 01/30/2217:52 Traffic Stop 2022007682 Officer 01/30/2217:55 Traffic Stop 2022007683 Officer 01/30/2217:57 Traffic Stop 2022007684 Officer 01/30/2218:09 Traffic Stop 2022007687 Officer 01/30/2218:27 Traffic Stop 2022007689 Officer 01/30/2219:24 Traffic Stop 2022007700 Officer 01/30/22 19:42 Traffic Stop 2022007705 Traffic Stop WP22002314 Officer 01/31/22 00:53 Traffic Stop 2022007758 Officer 01/31/22 08:06 Traffic Stop 2022007797 Traffic Stop WSIU22002343Jfficer 01/31/22 14:10 Traffic Stop 2022007898 Traffic Stop WP22002384 Officer 01/31/22 19:12 Traffic Stop 2022007985 Traffic Stop WP22002406 Officer 01/31/22 20:23 Traffic Stop 2022008002 Traffic Stop WP22002414 Officer Training Total: 4 01/04/2212:17 Training 01/14/2215:22 Training 01/25/22 09:09 Training 01/31/2210:26 Training Transport Total: 1 01/24/22 08:15 Transport Trespass Total: 2 01/09/22 02:26 Trespass 01/26/22 22:04 Trespass Unwanted Person Total: 4 2022000791 2022003628 2022006277 2022007831 2022006021 2022002110 Trespass 2022006720 Trespass 01/03/22 22:08 Unwanted Person 2022000669 Unwanted Person 01/08/22 02:17 Unwanted Person 2022001868 Unwanted Person 01/12/22 13:08 Unwanted Person 2022002998 Unwanted Person 01/14/22 17:14 Unwanted Person 2022003661 Unwanted Person Vehicle Off Road Total: 9 01/02/22 01:00 Vehicle Off Road 2022000220 DUI 01/07/22 08:46 Vehicle Off Road 2022001602 01/13/22 20:35 Vehicle Off Road 2022003442 WP22000623 Officer WP22002018 Phone WP22000169 Phone WP22000557 911 WP22000895 Phone WP22001121 Phone WP22000062 911 911 Officer Page 24 of 25 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 01/14/22 10:32 Vehicle Off Road 2022003556 Phone 01/14/22 16:30 Vehicle Off Road 2022003647 Phone 01/15/22 06:49 Vehicle Off Road 2022003809 Vehicle Off Road WP22001166 01/17/22 10:06 Vehicle Off Road 2022004320 911 01/23/22 08:10 Vehicle Off Road 2022005792 Phone 01/24/22 03:21 Vehicle Off Road 2022005997 911 Warrant - Arrest Total: 2 01/10/22 13:25 Warrant - Arrest 2022002434 Warrant - Arrest WP22000730 Officer 01/28/22 09:42 Warrant - Arrest 2022007074 Warrant - Arrest WP22002129 Officer Warrant - Attempt Total: 4 01/07/22 19:22 Warrant - Attempt 2022001760 Warrant - Attempt WP22000536 Officer 01/07/22 21:56 Warrant - Attempt 2022001816 Warrant - Arrest WP22000546 01/14/22 22:51 Warrant - Attempt 2022003742 01/16/22 10:30 Warrant - Attempt 2022004114 Court Order Violation WP22001234 Total Records: 912 Page 25 of 25